This is a digital copy of a book that was preserved for generations on library shelves before it was carefully scanned by Google as part of a project
to make the world's books discoverable online.
It has survived long enough for the copyright to expire and the book to enter the public domain. A pubUc domain book is one that was never subject
to copyright or whose legal copyright term has expired. Whether a book is in the pubUc domain may vary country to country. PubUc domain books
are our gateways to the past, representing a wealth of history, culture and knowledge that's often difficult to discover.
Marks, notations and other marginalia present in the original volume will appear in this file - a reminder of this book's long journey from the
publisher to a library and finally to you.
Usage guidelines
Google is proud to partner with Libraries to digitize public domain materials and make them widely accessible. Public domain books belong to the
public and we are merely their custodians. Nevertheless, this work is expensive, so in order to keep providing this resource, we have taken steps to
prevent abuse by commercial parties, including placing technical restrictions on automated querying.
We also ask that you:
+ Make non-commercial use of the files We designed Google Book Search for use by individuals, and we request that you use these files for
personal, non-commercial purposes.
+ Refrain from automated querying Do not send automated queries of any sort to Google's system: If you are conducting research on machine
translation, optical character recognition or other areas where access to a large amount of text is helpful, please contact us. We encourage the
use of public domain materials for these purposes and may be able to help.
+ Maintain attribution The Google "watermark" you see on each file is essential for informing people about this project and helping them find
additional materials through Google Book Search. Please do not remove it.
+ Keep it legal Whatever your use, remember that you are responsible for ensuring that what you are doing is legal. Do not assume that just
because we believe a book is in the public domain for users in the United States, that the work is also in the public domain for users in other
countries. Whether a book is still in copyright varies from countiy to country, and we can't offer guidance on whether any specific use of
any specific book is allowed. Please do not assume that a book's appearance in Google Book Search means it can be used in any manner
anywhere in the world. Copyright infringement Liability can be quite severe.
About Google Book Search
Google's mission is to organize the world's information and to make it universally accessible and useful. Google Book Search helps readers
discover the world's books while helping authors and publishers reach new audiences. You can search through the full text of this book on the web
at http : //books . google . com/
1^
Ct.'^r^y^^
^^«^^^^^^>^
tNGENIERO '
MAR 4 1904
.*
\\
THE ^^
iCHANIOAL ENGINEER'S
POCKET-BOOX^
JOHN WILEY & SONS.
\ Uxmxfst CHAPMAN & HALL, Limited.
^ 18^8.
The Publishers and the Author will be grateful to
any of the readers of this volume who will kiudlj call
their attention to any errors of omission or of commission -
that they may find therein. It is intended to make
our publications standard works of study and reference,
and, to that end, the greatest accuracy is sought. If;
rarely happens that the early editions of works of any j
size are free from errors ; but it is the endeavor of the
Publishers to see them removed immediately upon being ^
discovered, and it is therefore desired that the Author j
may be aided in his task of revision, from time to time, J
by the kindly criticism of his readers. j
JOHN WILEY & SONS. ''
68 East Tenth Street.
THE •"'^
MECHANICAL ENGINEER'S
POCKET-BOOK.
A BSFSSREKCEBOOK OF RULES, TABLES, DATA.
ANB FORMULJB, FOB THE USB OF
BNGINEiaa, MBOHAJflOS.^
AJTD 8T10BNTB.
WILLIAM KENT, A.M., M.E.,
Conwlting Engineer,
Umber Amer. Sotfy Mechl. Engr*. and Amer In$t. Mining Engri.
THIHD EDITION, REVISED. .
THIRD THOUSAND.
i^EW YORK:
JOHN WILEY & SONS.
London: CHAPMAN & HAT i i
»» n^i^L,, Limited.
KENj.,
^anworth If
PREFACE.
More than twenty years ago the- author began to follow
the advice given by Nystrom : " Every, e'ngineeer should
make his own pocket-book, as be proceeds in study and
practice, to suit his particular business." The manuscript
pocket-book thus begun, however, soon gave place to more
modern means for disposing of the accumulation of engi-
neering facts and figures, viz., the index rerum, the scrap-
book, the collection of indexed envelopes, portfolios and
boxes, the card catalogue, etc. Four years ago, at the re-
quest of the publishers, the labor was begun of selecting
from this accumulated mass such matter as pertained to
mechanical engineering, and of condensing, digesting, and
, arranging it in form for publication. In addition to this, a
; careful examination was made of the transactions of engi-
I
1 neering societies, and of the most important recent works
on mechanical engineering, in order to fill gaps that might
be left in the original collection, and insure that no impor-
tant facts had been overlooked.
Some ideas have been kept in mind during the prepara-
tion of the Pocket-book that will, it is believed, cause it to
differ from other works of its class. In the first place it
was considered that the field of mechanical engineering was
so great, and the literature of the subject so vast, that as
little space as possible should be given to subjects which
especially belong to civil engineering. While the mechan-
1 ical engineer must continually deal with problems which
■ belong properly to civil engineering, this latter branch is
so well covered by Trautwine's " Civil Engineer's Pocket-
. book " that any attempt to treat it exhaustively v/ould not
*Wly fill no "long-felt want," but would occupy cpate
|#Hich should be given to mechanical engineering.
Another idea prominently kept in view by the author has
^^w'en that he would not assume the position of an " au-
Iiority " in giving rules and formula for designing, but
nly that of compiler, giving not only the name of the
hjriginator of the rule, where it was known, but also iVie
f9D)awe and page from which iu was taken, SO t\iat \X»
IV PREFACE.
derivation may be traced when desired. When diflferenl
formulae for the same problem .have been found they havt
been given in contrast, and in many cases examples hav4
been calculated by each to show the difference betweei
them. In some cases these differences are quite remark
able, as will be seen under Safety-valves and Crank pine
Occasionally the study of these differences has led to tlM
author's devising a new formula, in which case the derive
lion of the formula is given.
Much attention has been paid to the abstracting of dati
of experiments from recent periodical literature, and numer
ous references to other data are given. In this respeq
the present work will be found to differ from other Pocka
books.
The author desires to express his obligation to the maj
persons who have assisted him in the preparation of t
work, to manufacturers who have furnished their cai
logues and given permission for the use of their tabU
and to many engineers who have contributed original dij
and tables. The names of these persons are mentioned^
their proper places in the text, and in all cases it has b«
endeavored to give credit to whom credit is due. T
thanks of the author are also due to the following genlj
men who have given assistance in revising manuscript'
proofs of the sections named : Prof. De Volsqn Wot
mechanics and turbines ; Mr. Frank Richards, compress
air ; Mr. Alfred R. Wolff, windmills ; Mr. Alex.
Humphreys, illuminating gas ; Mr. Albert E. Mitchei
locomotives ; Prof. James E. Denton, refrigerating-ni
chinery ; Messrs. Joseph Wctzler and Thomas W. Varlej
. 'eloc.tricSiiP engioeejing ; and Mr. Walter S. Dix, for valiw
• ■ abl^ cdnfribut^iiS- on several subjects, and suggestions i
' tp their treatment.' Wm. Kknt.^
•-• ;^A»stiK',}i.J'.,-ii^n7, 1895.
*•'; .'', :;'.■ THIRD EDITION, APRIL, 1897.
Atr thtP 'ty^xigraphical and other errors discovered m tll|
first and second editions have been corrected, a few altei
tions have been made in the text, and the index has be
revised and enlarged. W. K.
■! vTj,-.*f.:t -;«(.a:T J
OOlStCENTa
t '
..I* >•.^il-. t
(Par Mis»i^htt»Bii1a«aif,0fifi(imi.
... ... -f\ i.;t *y .
.■>}-.. ^i' ••-.: .» III!'-
Arlthmetlo, j
J and AT^braica.! Btgnit..
mmno rjlvlsof ..,..,.,.,.... fl
QOii Multfpie. ,. .,..- — .., ,,, i
im*] EqiiJ7ftlentfi of FmctloiiB of Onn Inch . ,,..,.,,.. t
Mlpete <>r FractfoiigfuxpreetHHl lu I>i!cliiiiiJ«...., , 4
(rDewnilp^l^ Nii«»l>i-rs , ,,,,,. .,,,. t
iMMndtftg and AscendlD)^ , .,,. ;.,. B
'roportion..,..,. .... ,, . S
or Fbwfursof Numbe™ .,..,..... fl
3t Nloe Fnwere Of the Fint Kine NuinlMrs ,..,. T
at Forty ttowersof * 7
SqiMiia Root,......,. , :.,,, 7
.,^ ,. ....-,. .... H
„ 10
t. ,...,: 10
10
I Pro|P*iflrion»a... ... ••.&•••. • 11
rrogrwton ;,... 11
18
18
nterMt 14
Iterant TaUe. 8, 4, 6^ »Dd 6 per cent 14
?kymeuta 14
BlltS 15
18
ount. Present ValuM, etc., of Aoouities IB
Welf hts and MeMures.
17
-aire 17
ire 17
9 18
(easure 18
18
ta IB
luidMeasure 18
18
•e 19
8ht. :•:•.•:•.;:■.:•.•.:•.:.:::::::: »
idit"""'*''"" ■;*''"""" "'!;;!!!!!!!! »
t^ on an Incorrect Balance r— 1"
OOSTSSTB.
Board and Timber Measure.
Table. Conienlg in Feet of Joists, Scanlltngs, and Timber..
French or Metric Measures .. .
Brttisiiand French Equivalents.
Metric Conversion Tables ..
Compound Units.
of Pressure and Weight
of Water, Weight, and Bulls.
of Work, Power, and Duty
of Velocity
of Pressure per unit area
Wire and Sheet Metal QauKes
Twist-drill and Steel-wire Gauges.
Music-wire Gauge
Circular-mil Wire Gauge ■-
New U. B. Standard Wire and Sheet Gauge, 188S.
Algebra.
Addition, Multiplication, etc
Powers of Numbers
Parentheses, Division
Simple Equations and Problems
Equations containing two or more Unknown Quantities.
Elimination
Quadratic Equations
Theory of Exponents,
Binomial Theorem
Geoinetrical Problems of Construction.
of Straight Lines
of Angles
of Circles
ofTriangles
of Squares and Polygons
of the Ellipse
of the Parabola
of the Hyperbola
of the Cycloid
of the Trautrlx or Schiele Auti-frictiou Curve
oftheSpiral
of tlie Catenary , .'
of the In volute
Geometrical Propositions
Mensuration, Plane Surfacec.
Quadrilateral, Parallelogram, etc
Trapezium and Trapezoid
Triangles _ ,
Polygons. Table of Polygons t|
Irregular Figures S
Propertiea of the Circle. 81
TalueK of IT and its Multiples, etc B
Relations of arc. chord, ere
Belations of circle to inscribed square, etc
Sectors and Segments
Circular Ring N
The Ellipse 8
TheHellx. «
TheSpiral 9
BCensuration, Solid Bodies.
Priam.
nriuald. Q
Wed
vedge.
The Prlsmoldal Formaia,
Toae
C0KMNI8. -vii
PAOB
ei
I Triangle 81
1 Polygon 01
I Zone gg
ISegment 6;!
I or Ellipsoid 63
m 6i
callUDg 68
: Kevolution a
i 69
m of a Spheroid 01
ic Conoid 64
of a Cask 64
rSolids 64
Plane Trigonometry.
. of Plane TriaDgles 65
ngent. Secant, etc 6S
the TriKonomotric Functions 66
metricaTFormulse 66
I of Plane Rigbt-angled Triangles . 68
lof Oblique-angled Triangles 68
Analytical Geometry.
ea and Abscissas 69
nsof a Straight Line, Intersections, etc 6B
ns of the Circle TO
IIS of ibe Ellipse 70
ns of the Parabola TO
'DS of the Hyperbola TO
bmic Curves. 71
Differential Calcnlns.
)ns 72
lials of Algebraic Functions 72
86 for Differentiating 73
Differemials '8
Is 73
8E for Integration 74
tion between Limits., 74
ture of a Plane Surface 74
ture of Surfaces of Revolution 75
•e of Volumes of Reviiliition 75
Third, etc., Differentials 75
-in'saiid Taylor's Theorems 76
land Minima 76
ilial of an Exponential Function 77
lims 77
itial Forms which have Known Integrals 7»
iilial FuQCtioug 78
r Functions 7i<
-•loid 79
ICalcuIus 79
Blathematioal Tables.
cals of Numbers 1 to 2000 SO
:, Cubes. Square Roots, and Cube Roots from 0. 1 to 1600 8(i
; and Cubes of Decimals 101
x>ts and Fifth Powei-s 102
ferenees and Areas of Circles, Diameters 1 to 1000 — 103
ferences and Areas of Circles, Advanciug by Eighths from j^ to
VtS6
•a of a Foot Equivalent to Inches and Fractions of an Inch VA
'f7S7&mi,er': .T '" ^^^* ""^ ^'"''"'«' ''O™ ^ ^nc'' »« '^ ^et \\
' Circular Arcs, Degr^ Qiv'en ^^^
Circular Arcs, Belirhtnfi J!.' ^'. W
' ii^mentsof'a Circle "^'"^'^ T.. !....... \\
'..'.'. v.*. V.V.V
Kiii
f Sphci
Ooiitt
I fvliii
coi«rTEirr8.
Spheres
Cx>iitenlg of Pipes and Cfliiiders, Cubic Feet and QalloiiB.
Cylindrical Te£S«i8, Tauks, Cisterns, etc.
N
^
QBlloni* in a Number of Cubic Feet.
Cubic Feet iu a Number of Gal long ,.
Square Feel in Plat«?8 3 to S'J feet loufj and I Inclj wlite.
(.'apiiL'ities of Kectan)(ular YaDlis in Oallon»
Number of Barrela in Cyliuilrical Cisterns and Tanlifl..
IjOKarii liniH
Table of LoRnrltlimn
HyperLolle IjOgarithuia
Natural Trigononietrlcal FunclioQB.
Ix^arlUiiulu TrigODomeU-lcal Functions
HATEKIALS.
Clieinical KtenipntEi
Specific (iravltj; and Weiifht of Materials
MetaiH, Properties of....' , , .,
The Hydronietsr
Alumlnuitii
Autimoii}-
BisrhUth
Cndrtiiuui •. ....,... ... ..
Copper
Qold
Iridtutn.
Iron
T.«ad
Magnesium
HaiJganese
Merctiry
NIclcei
Platinum
SIlTOr
Tin
Zloo
MlHCflianeoiiR MaterlalH.
Order of MHlleaWiity, etiv, uf Metals
' KormuItP and Tnbie forCiileiilttlintr WeiKlil of Kodn, Plates, etc
klteasiires and Weights of %'arlotis Mat*riolB
Coniiiiercial Sizes ot Iron Bara.
Weifrlits of Iron ilara
of Flat K')lled Iron ,
of IrLin and Stoei Sheets.
of Plate Iron
of Steel Blooms
of gtruetural Hliapea ,
pBlzes and Weights of Oimegie Deck Beams
I •■ ^ •' Kteei Clianuela
" " ZUars...
" Pencoyd Stee! An^lea
" " Tees
" " ChantieU
" Bnoflne Materials ......,>
" Terra-coita i
" Tiles ..(..,,..„ , ,f,
" Tin Plates .•
" Slates , c
PIneSUnplea .^
•» •• eicy-1li;ht aiass ....
MViRhtSOf Various Uoof-co>'erings
•' Citetiron Pipes or Columns..
" •' •' " IS ft. lengtlis .
'• " PJpe flttinRR .
" " Water and Ctatt-pipe
uiid tlilokncas of Ca»t-iroD Pipes .»,•
' I'resFii res on Cast Iron Pipe .-'■<
COMTEKTS. ix
lydraulic Pipe ]yi
|.eFlaiiKe« IW
•8 and Ca*.t-iron PJp^ ]98
izetiof ■Wroiight-iioii Pi|je IM
un Welded Tubes 1M
■n Pipes 197
Iron for Riveted Pipe 197
ited Pipe 108
inusTubing IDS, IW
ee 109
)peT, and Zinc Tubing 100
Tin-lined Lead Pipe SOI
Copper and Brass Wire ami Plates SOi
ound Bolt Copper SOS
heet and Bar Brass S!08
ion of Rolled Brass 903
iM 804
tad, U. 8. Standard aM
iKes for Screw-threads 909
on (or Standard Bolts i!00
icrew-tlireads for Bolts and Taps «07
«s and Tap Screws 90fl
Machine Screws S!09
I Wfiuhis of Nuts S09
1 BoIiB with Heads 810
)lls 910
of Nuts and Bolt-heads 911
Rivets 911
rumbucicles 811
918
ilies «I«
Spikes 918
kes 918
Spiiies 818
kes 218
I 218
ils 214,215
e, Size, Strength, etc 216
ej Iron Trleeraph Wire 217
Telegraph Wire 217
Vire Table, B. W. (lauge 218
" " Kiiison or Circular Mil Gauge 219
" B.&S. Gauge 220
iWire 221
telegraph Wire 221
Cables 221,222
ed Steel-wire Strand 223
•e Cables for VeKseiR 223
lions for Galvanized Iron Wire 224
ofPianoWire 224
teelWire 224
different metals 225
•lions for Copper Wire 225
'ctioD Ropes 226
pes 226,227
teel Ropes 227, rS»
ed Iron Wire Hope 2'-»
wsers :. 223,22!)
e Ropes 8-'9
<?d Steel Cables 230
of Chains and Ropes 280
iiseof Wire Rope 231
*fireRope 231
lains.-.rr. 832
of Logs, Lumber, etc 232
Fire Brick ?3a
-.Aualysla 2a\
BrJoks .. WM
«8
X CONTENTS.
Strength of Materials.
Stress and Strain
Elastic Limit
Yield Point
Modulus of ISlasticity
ReKilienee
Elastic Limit and Ultimate Stress
Repeated Stresses
Repeat»-d Shucks
Stres.'ies due to Sudden Shocks
Incieasiiit; Tensile Strength of Bat's by Twisting...
Tensile Strength
Measurement of Elongation
Shapes of Test Specimens
Compressive Strength
Columns. Pillars, or Struts
Hodgkinson's Formula
Gordon's Formula
Moment of Inertia
Radius of Oyration
Elements of Usual Sections
Solid Cast-iron Columns .
Hollow Cast-iron Columns
Wrought-iron Columns
Safe load of Cast-iron Columns
Eccentric loading of Columns
Built Columns
Pbcenix Columns
Wi irking Formulas for Stmts
Merriman's Formula for Columns
Working strains in Bridge Members
Worlcing Stresses for Steel
Resistance of Hollow Cylinders to Collapse
Collapsing Pressure of Tubes or Flues
Formula for Corrugated Furnaces
Transverse Strength
Formulae for Flexure of Beams
Safe Lends on Steel Beams
Elastic Resilience
Beams of Uniform Strength
Propei'tiesi of Rolled Structural Shapes
Spacing of I Beams
Properties of Steel I Beams
" " " Channels
" " " ZBars
Iron Beams and Channels
Trenton Angle Bars
" Tee Bars
Size of Beams for Floors
Flooring Material
Tie Rods for Brick Arches
Torsional Strength
Elastic Resistance to Torsion
Combined Stresses
Stress due to Temperature
Strength of Flat Plates
Strength of Unstayed Flat Surfaces
Unbraced Heads of Boilers
Thickness of Flat Cast-iron Plates
Strength of Stayed Surfaces
Spherical Sliells and Domed Heads
Stresses in Steel Plating under Water Pressure
Thick Hullow Cylinders under Tension
Thin Cylinders under Tension
Hollow Copper Balls
Holdlnp! Power ot Sails, Spikes, Bolta, and ScYewa
^"' vervw Wire Nalla
•"til Ot Wroufht-lroa BcltM
OOHTElSia. ziii
P4aB
Ing Process of AoneBlIng •...•.<•• M7
'ood and Iron Struotures .••••••• ••••••••••••... M
(Paints an
BtMl.
etween Chem. and Phys. Properties M>
in Strength 901
th 8M
KSoft Steel IM
Cold Rolling Me
ton of Full-sized and Sman Pieces tM
It of Structural Steel „ SM
! of Annf^ing upon Magnetic Capacity SM
tions for Steel ... ZK
hip and Tank Plates IN
Springs. Axles, etc 400
bon be Burned out of Sterir 408
«sce of Steel 40S
! Nic'liiDga Bar 40t
Conductivity 40S
Grarity ,. 4M
ulFailures 40i
tion in Ingots 404
Uses for Structures 406
sUngs 40ft
esa Steel 407
leel . 407
im Steel 400
Stpei 408
n Steel 400
sed Steel 410
Steel 410
I Heat on Grain 418
Hammering, etc ■ ... - 41S
and Forging 412
ngSteel 413
MECHANICS.
Init of Force 415
418
sLawsof Motion 415
on of Forces 415
JKramof Forces 41C
o( a Force 41S
Moment, Stability 417
ofaDam 417
Forces 417
418
iumof Forces 418
'fOravity 418
of Inertia 419
>tQyration ... 420
>f Gyration 430
'(Oscillation 421
'fPerciiBSion 422
idulnm 42-i
Pendulum <28
gal Force 42S
Uion ,.... 428
Bodies *-*
fg. . ;;. ;. 424
Velocity..: 4»
lue to Velocity *^
igram of Velocities *2
487
AcceJeration ^H
1 1nclined Planea. 4n
" :..:..„.. «»
XIV C0NTEKT8.
VtaVira
work, Foot-pound
Power, Horse-power
Energy
Wore of Acceleration
Force of a Blow
Impact of Bodies ,
Energy of UecoU of Guns. . ,
Conservalion of Energy . . . . ,
Perpetual Motion
EfBciency of a Machine
Animal-power, Man-power.
Work of a Horse
Man-wheel
Horse-gin
Beslstance of Vehicles
Elements of Machines.
The Lever
The Bent Lever ......
The Moving Stmt...
The Toggle-joint
The Inclined Plane
The Wedge
The Screw
The Cam
The Pulley
DIlTere r I tlal Pulley
I>ifrerential Windlass
DifTerenciiil Screw
Wheel and Axle
T<iothed- wheel Gearing
Endless Screw
Stresses in Framed Structures.
Cranes and Derricks
Shear Pole;* and Guys
Kinu Post Truss or Bridge. .
§uef n Post Truss
iirr Truss
Pratt or Whipple Truss —
Howe Truss
Warren Girder
Roof Truss
HiSAT.
Thermometers and Pyrometers
Centigrade and Fahrenheit degrees com)iared
CopptT-iiall Pyrometer
Thrriiio electric I'yrometer
Teiiiperarures in I'urnaces
Wihoi'jtii Air Pyrometer
Seegir's FIivKiIay Pyrometer
MeHur6 and Nouel's Hyroiiieter ,
Uelilliig and Steliibart's Pyrometer
Air-thermometer
High Tt-mperatures Judged by Color
Bniliii^-points of Substances
Meli iiie-pointg
Unitof Heat
Mechanicfll Equivalent of Heat
Heat of Combustion
'»'>eclOc Heat
vi» •»»«■» -• •^<«ion .
tnn or »iigar soiiiiions MB
■K by Exhaust Steam MB
7ai-uum 4M
jf Heat 467
1 and Convectioo of Heat 408
9 Coverings 470
(trrnal Conduction 4T1
ion through Plates 473
in Condenser Tubes 478
" Cast-iron Plates 474
from Air or Oases to Water 4T4
from Steam or Hot Water to Air 475
through Walls of Buildings 478
namics r 478
FHTSICAL PROPBRTIES OF OASBS.
lof Gases 470
Uarriotte's Law 479
arles, Avogadro'a IjBW 479
I Point of Vapors 480
Meous Pressure 480
ases 480
1 by Liquids... 480
AIB.
of Air 481
aeter 481
t Different AlUtudes 48t
c Pressures 482
>y the Barometer and by Boiling Water 482
Terence in Altitude 483
n Atmosplif re 488
Air aud Mixtures of Air and Vajrar 484
eat of Air 484
Flow ot Air.
ir through Orifices 484
ir In Pipes 485
tu
CONTENTS.
f
^B IjOss due to Excess of Pressure j,«-
^H Horsp-power Requireil for Coiiiprenalon.
^M Tftblp for Adiabai ii: Compresaioii
Mfan KfffcUve Pressures
Mean and Terminal Pressures
Air eompressurs
Practical ICesull^,
Efnci>--ncy of Coiiipreuseil-alr Eogines i,«;
Re<|uir'eiiieiit» of Rock-drills
P«|ip C'ompreNSi-d-air System
Miiiall Compressu.-d'air Motors
Kfllcieiiey of Air-lieHilTiK Stoves
EfllLMcDcy of C'Hiiipros.'Hi'd-nir Trangnilsslon ,
Shops Opt-riilfd lij- C'iiiiipri»>weil Air
Fiieuiimtic I'oslal Tranamission
HeJcarsklComureKSudair Tramways
Compressed Air Working Fuinps in Mines
I
Faiia and Blowers.
(ieiitrifuKal Fans ... ,
Best Pro|)ortlons of Fans ,.,'
PieHKuri^ due to Veiorily «]
Experiments with Uiowera •■•»«l
Uuiiiitity of Air Dt^livnred , , .,|
E/ficiency of Fans anil Positive Blowers , , ,
Capacity of Fans and Blowers... '
Tableof CenlrifuRttl Fans
Eagiues. Fans, aud Sleain-ooilg for the Blower System of Hoallui;
Sturtevant Sti-el Prcssnre.blower ,, .,
Diameter of Blast-pipes , ,
Cutitrifui^al V^enliialors for Mines ,
Experiments on Mine Vontllatora v
Disk Fans ^
AirReinove<l by ExIjHust Wheel J
F.flicii»ncy of Disk Fans '
Positive 'Rotary Blowers i
.iiii; Kngineu •••'■H
m jet Blowers
'Jet fur Ventilation
HEATING AND VJCNTII<AT1UN.
:3
:::•]
tliatlon
Quaiiiitv of Air Dlsclian^ tlirouKh a Venlilating Duct....
Artifieial doling of Air .....
Mine-ventilation
Frielioii of Air in Undergibund Passages
Ei|ulvalent OriHcos
Relative ERlciency of FnnKanil He«led Chimneys .
^eatluK and Ventilntintjiif Ljirne Buildings
uleti for Coniputln*; Riidiatliig Surfaces
verlu>a<l Hteum pi|>es
idlreot Healln>:-9iirfftce ....'..,.,.,
iler HealinK-surfaoe Required.... ...".„■ ;........
Li^torliou of Cj rate surface to RadiatOr>SOrface
team-conKtiniptioa in Car-lieatiii^c
liikmetersof St(>am Supply Jlain.s.
rs aniU'oM air Imoi-s
I Propertimi nf Steam and Condensed Water ,
Stpuriipiws for Healing ^^
hi; a Cil-feiifioiue by Steam .....Tm
ting a firei'Mhouse by Hot Water
:-waif'r H<'ntinvr
•<>[>'
: Surfaces to Cubic Capacities,
iniioh Pipes
iK-allng.
CONTEKTS. ivii
Item of Heating; and VentilatJDg 045
ts with Badiators 545
BuildiDK to T0» F (Mb
'Electricity MS
TFATEB,
of Water M7
Water at different temperatures 647
r Water due to Its Weight (49
ssponding to Pivssures S4g
eeo
nt BW
oint MO
8481060
ow B60
>at of Water 860
biiity of Water 661
of Water 051
locrustation 651
Preventing Incrustation 66%
>f Boiler-scale 6Se
>f Water 868
Peed-water 654
Hard Water 666
Hydraulics. Flow of Water.
ir Discharge tlirough Orifices , ... 665
aterfroin Orifices 665
ten and Closed Channels 657
H-muIee for Flow 557
of_Feet per mile, etc 558
i r for Circular Pipes 569
ormula 659
h's Formula 562
nnula ."ita
'ormula S63
nnlae 5C1
f Water in Open Channels ,'504
face and Bottom Velocities 504
m and Mean Velocities 565
of Soil to Erosion 605
ind Transporting Power of Water 565
.ewers 566
)f Diameter of Pipe to Quantity discharged 566
aterin a 20-liicli Pipe 566
in Smooth Cast-iron Water-pipes 567
low of Water in Circular Pipes 568-573
!ad 673
Heads at given rates of discharge 57i
lend and Curves 67B
Grade-line 67°
aterin House-service Pipes 8.8
Pipes 6^»
■ts "i'J
ivered through Meters ^79
ms °'»
ossesInHose "Sx
Pressure Losses by Friction ^
essure ill smooth 21^-lnch Hose ^
aclty of Steam Fire-engines °|Y
required to throw water through Nozzles o^|
ent of' Flowing Water V.".'.. " ^1
r ' KASL
iOaugte ^
rl Meter. Wj
at ot Discb&rge by meaus ot NoizXe^ «»
XVUl CONTENTS.
Flow through Rectangular Orifices —
Measui-einent of an Open Stream '...... —
MinersMnch Measurements -
Flow of WatHrover Weirs >
Francis's Formula for Weirs - i
Weir Table *
Baziu'8 Experiments - w
Water-power*
Power of a Fall of Water
Horse-power of a Buniiiiig Stream
Current Motoi-s ,
Horse-power of Water Flowing in a Tube ,
Maximum EfBciency of a Long Conduit
Mill-power ,
Value of Water-poiver .,
The Power of Ocean Waves
Utilization of Tidal Power ....,
Turbine Wheels.
Proportions of Turbines
Tests of Turbines
Dimensions of Turbines ,
The Pellon Water-wheel
Pomps.
Theoretical capacity of a pump
Depth of Suction .'
Amoun t ol Water raised by a Single-acting I4f t-pump
Proportioning the Steam cylinder of a Direct-acting Pump.
Speed of Water through Pipes and Pump-passages
Sizes of Direct-acting Pumps
The Deane Pump '.
Efficiency of Small Pumps
The Wonhington Duplex Pump
Speed of Piston
Speed of Water through Valves
Boiler-feed Pumps
Pump Valves ..
Centrifugal Pumps
Lawrence Centrifugal Pumps
Efficiency of Centrifugal and Reciprocating Pumps
Vanes of Centrifugal Pumps
The Centrifugal Pump used as a Suction Dredge M
Duty Trials of Pumping Engines Ml
Leakage Tests of Pumps 811
Vacuum Pnmps Sit
The Pulsometer 8U
The Jet Pump VH
The Injector OK
Air-lift Pump 8U
The Hydraulic Ram 8t<
Quantity of Water Delivered by the Hydraulic Ram Ol
Hydraulic Pressure Transmission.
Energy of Water under Pressure SH
Efficiency of Apparatus 611
Hydraulic Presses Sti
Hydraulic Power ill London 8ti
Hydraulic Uireting Machines 6U
Hydraulic Forcing tii
TTjfi Ailren Intensiner 6Ji
^j'di-auHo Engine ... 4U
FUEL.
'^%?£^(^'"busaoa
**lBoat ot Combusttoa......
00KTENT8. xix
PAOX
•ofSasegof Oombnstion , eti
More of the Fire «^
(tion of Solid Fuel 628
ition of CJoals (J34
I of Coals em
LfVfnites 681
of Foreign Coals 681
Fariiifation Coal „, 632
Cool for Analyses 632
Talue of Fine Sizes 63s2
•nel eai
'alue of Steam Coals 633
ateHeatingValue of Coals 634
iroace Adapted for Different CoaJg 635
l-drauglit Puruaces 6:»
-icTests of American Coals 636
re Power of Bituminous Coals. 636
gofCoal 637
637
itstn Coking 687
iiig 68S
>f By-products in Coke manufacture 038
.rdCoke .. 638
I of Steam from the Waste Heat and Gases from Coke-ovens. 6.38
f the Distillation of Coal 639
nel 689
ilueof Wood 689
uiofWood 640
«I0
iiarcoai from aOordof Wood 641
on of Cliarcoal in Blast Furnaces. 64 1
of Water and of Oases by Charcoal 641
in of Charcoals M-i
31IS Solid Fuels 64a
Dust Explosions 6i'i
■f 643
iFuel 613
ureas Fuel 6)3
irk as Fuel 643
uel 643
Fuel in Sugar Manufacture 643
Fetrolenm.
f Distillation 64.'>
ileum ... 645
;troleiimasFuel.... 645
as Fuel 646
Fuel Gas.
3 646
Gas 647
sGas .. 647
618
;as from One Ton of Coal 649
is in Ohio and Indiana 649
n of Producer-gas 650
tm ill Producers 650
}r Small Furnaces 651
Illnroiinating Gas.
«5\
-••■•; 652
' Watpr-firas ana Cf'tai ga.3.. ., , ., . WA
'.livaletits of ConstitUKuts., , ,,, * .*.•*• •
H Wnfffr.fras Plant . * ^T*.
-d fur a Waivr gas Plant *"*
■Uuujtiuuiag.g^T....^°.'-y\ 6B6
I"
^■>w of Oaa in Pipes,
^■rvicefor Lamps...
CONTEXTS.
8TEAH.
Temperature end Pressure,
ipen
Total Fleat
Latent, Heal of .Steam
Ijiteiit Heat of Volume
Speoiflc Heat of SnlurateU Steftm
Density nrid Voliima , ,j
Supeilieated Stt-am ..^
R«Knaiil*''s Estpcrlments - — '
Table of the Properties of Steam.
Flow of Ste»n>>
Napler'it Approzlinnle Rule
Flow of St*!am 111 I'liK«
LoKs of Pressure Due to Radiation
Resliilaooe to Flow by Beads
.Siiesiif Steam-pipes fur Staiionnry Knelnes ...
•KSofSteani-pipcsforMariUti Eugioes
nstl
i
Steaui Pipes.
Srstlnirtests of Copper Steainpipea
TliiclcnenH of Coppei- i^ieaiii-pipes
Kelnfuroing Steaiii-pi|ic9
Wii-.--«ouiicl Btt-aru |ii|te»
Riveted r^teei StroTii pipes
Taives in Steaui-pipes
Flaiii;es for Stenrn-pipe ,. ,.,,.,
The Steam Loup .,
Loflsfrotn on Uucovered Stcnm-plpe
THE STKAxM UOILKR,
^Ro Horae-power of a Steaiii-lMiller. . . .
Measures for CompaiiiiR tbe Duty of Oollers
Steam-boiler Propoi'tiou.'^
Heating.«urface
Horse-power, Builders' Ratluj;....
Qrate-surra4:e
Areas of Fines
A.irj]u-^sai^esTlir<iu'.'li Grate-bars .........
Perrorrnaiice iif Boilers .........,.,.,...,. ,»...,...
Condiiiuiis wliicli Secure Ecoiioiny i
Efflolenc}- of a Uidler ...^
Te.sis of Scedin-boilers .......'
BoilerK at the Centennial KxhibUlon
Tesiaof Tuliiiloua Boilers „. i
Hieli Kate.t of ICraporation I
Kcoaouiy l!:iTt'C[ed l<y ileatiOR the Air
Hewiltfi of Testa with liilTereiit Coals , ..,.<
Mnxiiniiiii Boiler Etneieiiey with Cumberland Cool • ........... i
Boilei'S Usine Wasti; tjaties I
Boilers fur Ulaxt Fiiniaoes I
Kiiles for CoMductinjr Bnller Tests j
^Xable of Factors of Kvaporuliuu '..uiH
^B strength of Steam-boUera. ^H
^feles for (?on»fnictlon , ...^H
Shell-plale F.irniidiB 771
Rules for Flat PIriles 1
'■■— V •villD .. 1
ly*
' "I St-aya
i of Boilers ill MeretiantVesa(is\iLM.«-
I
OONTUKIB. Ml
lie for AHcnrable Pressores jm
irking Pressures 707
oveming InspecUon of Boilera in Philadelphia 7D6
id Tubes for Steam Boilers 100
yed Surfaces , TOO
»■ of Staj.bolt8 710
faof Stays 710
lis in Curved Surfaces 710
Boiler Attachments, Farnaces, ete.
Pings 710
Domes 711
of Furnace 711
licalStokers 711
wley Down-draught Furnace 712
reed Stokers 718
Prevention 718
•d Steam-boilers 714
Combustion 714
K>iiomizer8 715
ation and Scale T16
icsle Compounds 717
ftl of Hard Scale T18
on in Harine Boilers 719
anc 780
>f Depositon Flues 7ta)
oils Boilers 730
Safety Valves.
>rArea of Safety-valves 721
loaded Safety-valves... TH
The Injector.
Ml of the Injector TJS
nance of Injectors 736
eeding Pumps 7M
Feed-water Heaters.
Caused by Cold Feed-water , 7i7
Steam Separators^
icy of Steam Separators 728
Determination of Moisture in Steam.
lorimeter 789
Ing Calorimeters 729
ling Calorimeters 730
cation of Dry Steam 7S0
Amount of Bloisture in Steam 781
Chiiuueys.
sy Draught Theory Wl
>r Intensity of Draught '^■-
; Combustion Due to Height of Chimney 73:|
liimneys not Necessary ';j|
8 of Chimneys Required for Different Fuels •• •• JJ*
ifSizeof Chimneys ^
:i(in of Ciiimney from Lightning ^
^'all Brick Chimneys JJi
;y of Chimneys ■ ^S
Chimneys ^
Ihunneys "V
ron Chimneys "
TME STEAM EHQISE.
ton of Steam "i A^
d Terminal Absolute Pressures 1*
C0NTBNT8.
Calculation of Mean Effective Pressure ,
Work of Steam in a Single Cylinder
Measures for Comparing the Duty of Engines
Efficiency, Tlierinal Units per Minute
Real Ratio of Expansion
Effect of Compression
Clearance in Low and High Speed Engines
Cylinder-condensation
Water-consumption of Automatic Cut-off Engines.
Expiriments on Cylinder-condebsatiou
Indicator Diagrams ,
Indicated Horsepower ,
Rules for Estimating Horse-power ,
Horse-power Constant
Errors of Indicators
Table of Engine Constants
To Draw Clearance on Indicn tor-diagram
To Draw Hyperbolic Curve on Indicator-diagram. .
Theoretical Water Consumption
Leakage of Steam
Compound Engines.
Advantages of Compounding
Woolf and Receiver Types of Engines
Combined Diagrams .<
Proportiiins of Cylinders iuCoinpound Engines
Receiver Space
Konmilii for Calculating Work of Steam
Calculation of Diameters of Cylinders
Triple-expansion Engines
Proportions ot Cylinders
Annular Ring Jlethod
Rule for Proportioning Cylinders
Types of Three-stage Expansion Engines
Sequence of Cranks
Velocity of Steam Through Passages
Quadruple Expansion Engines
Diameters of Cylinders of Marine Engines
Progress in Steam-engines
■V Double- tandem Triple-expansi(m Engine _
;>rincipal Engines, World's Colmnbian Exhibition, 1893 \
Steam Knglne Economy.
conomic Performance of Steatn Engines
Bed-water Consumption ot Different Types
zes and (.'alculuietl PerfMrmauces of Vertical High-speed Engines
jst Ec.inomic;il Point of Cut-off
|>e of Engine Used when Exiiaust-steam is used for Healing
uipurison of Compound and Single cvlmder Engines
u-cy Under anil Tnree-cy Under Engines
eot "of Water m Steam on Efficiency
alive Commercial Economy of Compound and Triple-exponidoil
Engines
)le-e.\liansion Pumping-engines
of a 'i'ripleexpanslon ICngine with and without Jackets
live Kcomiiuy of Engines under Variable Loads
leiicy of Non-condensing Compound Engines
lomy of Engines under Varying Loads ...
n c'onstunption cf Various Sizes
u Consumption in Small Engines
a (.'on^umpiiim at Various S)>eeds
ation of Knuine Speeil
nee of the Steam Jacket
erlialaneing Engines
iting Vil>rations of Engines
«{></«« ^'••'hfiUled III Air
miu-poAer •
SM oc v^yiiiiuer ■|^n
rHeads 794
r-head Bolts 7W
ton 79B
?acking-riiig8 796
Istoii-rod T9C
Br of Piston-rods 797
-od Guides 196
iDecCiiig-rod 799
ting-rod Ends : 800
1 Connecting-rods Wl
inl£-pin »»I
ad-pin or Wrist-plD 804
mlt-arm 806
if t. Twisting Resistance 806
ice to Bending 806
enl Twisting Moment 808
sel Shafts 808
of Shaft-bearings 810
ibafts with Centre-crank and Double-crank Arms 818
haft with two Cranks Coupled at 90"... 814
tem or Valve-rod 815
Slot-link 816
«Dtric 816
»ntric-rod 816
ng-gear 816
frames or Bed-plates 817
Fly-wheela.
of Fly-wheels 817
igal Force in Fly-wheels 820
t Fly-wheels and Pulleys 8a0
ers for Various Speeds 831
in the Rims 823
issof Kims SiS
len Rim Fly-wheel ... 824
aund Fly-wheels 824
The Slide-Talve.
tins. Lan. Lead, etc 824
I^BDalciili
CONTENTS.
Iy-wlie«l or Sliaft-KOTPraorw
Iculation of Sjiilngs lor Shaft-govemora
C oik) en so nil Air-puiupii, Clrculutlii^-pninps, etc.
The Jet Condi-nsi'i- ,
Ejector Cojidtmsers .. ,
,Tliu Surfaou Condenser ...
i}mleiist>i- Tulws
be-plntes ,
iHClriB ot Tubes
luauiiiy of Cooling AVater
°r-l>uiiip
n>a tliniiiL;U VaWe-seais
Irc'ulailiig-|iuinp .,
'eed-puiiips fnr Marliie-engliiPS
11 Kvaporalive Surfaou OJmlpiiser.
tlnuoiis Us*^ of Ctjntleiiwliig Water .... - .. ....
ncreuSB of Power by t !oi)den*ers
Bvaporatotsand Di^iiilleru. ....
UAS, PETROLUL'M, .4MO HOT-AIR ENOINR8.
s-t'Il^ineK
cieiicy of ihe rios engiiiH .,..,
Is of ihti Simplex Oan Kii^tne
3iO H.I'. Giis*nKiiie ..,...,....,.
>t ot im Olio Oas-eugiiie ....<
_ imperaturcs and I'ressures Doveloped „
Test of Uifl rlttrk Ciua-ciiglne ,
Coiubuslluii of liie Gas 111 lli« Olio Engine
Use of Carbtiretlud Aii' in UuK-eiigineg
The Otto Ua^rilioH-euKine
The Prie9tinu.n Feli-oli'inii-entciue ,
Test of a 3- H. P. PrieKtman Petroleumeniiine.
Xapiha-eiiKiiies
Hocair or Caloi'iL-.t*nj^inefl.
Test of a Uoi-air Eii);iiie
ml
LOCOSIOTIVKS.
olency of Loconiotlves and Heslstnnee of Tiains
pprtia and Keslstaiioe at Incrtmsitig Spi-eds
Icieiiey of the .Meebaitlsuk iif a Locuinoitve ,
Ize of IxH-oniutive CylMnlxrs
Ixe of LootiiiioUve Jloilers. «
lalliies E.«sentitil far a Free-sleamiug LoconuMifts ...
orttteD's LAtconioltvu . ... ,.
Oruie-siirfao*. Sraoke-gtacks, and Exbaust-Dozzles for Locoinotlves.
KxhaiiKt Nozzles
Firi-hiick .Arches
Size, Weight, Tractive Power, ete
Leodiii); American Types ,
Steam Di^tributixik far Hi^h Speed.
Speetl of Railway Tmina
DlinerisioDs nf Some American LocomotlTeS......
Indioatcd Wuler t'oiiriumption
L'tconiolive 'I'raiUn^ .'Vppnmtus .'
WaMe nf Fuel in Lrtcoinorires
Advantaee.s of Compounding
Connlerhiilaiioink; Liicomolive.s ,
Maximum Kafu L>ond on Steel Rails
Narrou--);iiage Rail way I! ,
*^ itroleuin-bumiiig I»coiuotlve8.
Ireleaa IjOComotiTea
SHAFTrKO.
DiametHrs Resist Torsional Strain . .. .
JM/Tn-e/oa of Shafting.
Borsepower Traiiamllleil bv Shafting.
7»*/e for Im yiiiif Out Sha/tlag.
OOJfXBim ZXT
POXXETZS.
FAOB
i8of Pnneys tfia
of Pulleys. 874
ep Pulleys 874
BELTING.
Belts and Bands. 874
,1 Tension 8T6
octlce, FormuleaforBeltint^ 877
■er of a Belt one inchiride.... 8;S
e's FormulH ., 878
ielt forOiven Horse-pQwer..... ; ... 879
ulesfor Belting 880
k-lting 888
BelU 888
Belt on Quarter-twist 888
le JLenKth of Belt. 884
le Angle of the Arc of Contact. 884
:e Length of Belt when Closely Boiled. 684
le Approximate Weight of Belts 884
>f the Size and Speeds of Driving and Driven Pulleiys. 884
ght Belts 885
to 885
ents Of Belts and Pulleys 885
Its. .. ... 886
<r Belting. 888
Independent of Diameter 886
!lta..!7. 886
886
ing. '. 887
r Cloth or Leather 88?
Iting. 887
OEABINO.
;h-cirele, etc 887
and Circular Pitch 888
tch F89
)£ Pitch-line of Wheels from 10 to 100 Teeth . 889
isofTeeth 889
I of Gear-wheels 891
'eeth 891
>lculating the Speed of Gears and Pulleys 891
Iters for Interchangeable Gears 893
Forms of the Teeth.
dalTootb 892
te Tooth 894
■^ion by Circular Arcs 89t>
ears ^B~
>eth 897
rs 897
iring...... 89.
evel-wheels ••• °9»
id Differential Gearing 898
of Gearing 899
Strength of Gear Teeth.
)rmul8B for Strength JOO
•notFormulBB 2~
Speed of Gearing jTO
lachine-cut Spur-gear J^
Gt-ailng SS
Grooved Gearing • **"
BoisTiya.
t Streng-fli of Cordage , W,
reogrth of Blocks .W
tXn OOKTBHIS.
M
Bfflclencf of Chain-blocks
Proportions of HookK ,
Power of Hoisting Knglneg
Effect nf Slack Rope on Strain in Hoisting
Limit of De()th for Hoisting ,
Large Hoisting Records
Pneumatic Hoisting
Counterbalancing of Winding-engines . .
Belt Cnnvevors....
Bands for Carrying Qraio
Cranes.
Classiflcation of Cranes
Position of the Inclined Brace in a Jib Crane
A Ijarge Travrlling-crane
A ISO-too Pillar Crane
Compressed-air Travelling Cranes
Wire-rope Haulage.
Self-acting Inclined Plane
Simple Engine Plane
Tail-rope System
Endless Rope System
Wire-rope Tramways _
Suspension Cablewayg and Cal>le Hoists 81S
Stress in Hoisting-ropes on Inclined Planes Mli
Tension Required to Prevent Wire Slipping on Drums , Mj
Taper Ropes of Uniform Tensile Sirengili M]
Effect of Various Sized Drums on the Life of Wire Ropes M;
WIBB-BOFE TRANSMISSION. )
The Driving Wheels Ht
Horse power of Wire-rope Transmission ni
DurHbility of Wire Ropes Ml
Inclineil Transmissions M
The Wire rope Catenary (If
Diameter and Weight of Pulleys for Wire-rope 9H
Table of Transmission of Power by Wire Hopes M
Long-distance Transmissions W
ROPE DRIVING. '
Forraulffi for Rope Driving SK
Horse-power of Transmission at Various Speeds W
Sag of the Rope Between Pulleys M
Tension ou the Slack Part of the Rope My
Miscellaneous Notes on Rope-driving OT
FRICTION ANI> I.UBRICATION.
Coeffluient of Friction M
Rolling Friction Mf
Friction of Solids Hi
Friction of Rest M.
I^ws of Unhibricated Friction MS
Friction ot Sliiling Steel Tires M
Coefficient of Rolling Friction M
Laws i)f Fluid Friction IM
Angles of Repose t9l
Friction of Motion IMf
Coefficient of Friction of Journal MO
Experiments on Friction of a Journal 831
Coefllcients of Friction of Journal with Oil Bath , Ml
CoelHcients of Friction of Motion ami ot Rest Ml
TJiJue of Anti-friction Metals Ml
Cast-iron for Bearings MS
friction ot Metal Under Steam-presBUTo KW
'tot^a'a Laws ot Filction «l
ooirrBKiB. zxvii
PAOB
fctlon of well-lubricated Journals 964
Pressures on Bearing-surface , Sg5
« in a Bearing .... tn
Car-jnurnal Brasnes 887
Its on Overheating of Bearings M8
! Friction and Work of Friction SS8
•ings 939
e Curve 989
' a Flat Pivot-bearing. 939
«th Pivot 940
iigs 940
oilers 940
or Very High Rotative Speed 9tl
! Steam-engines 941
in of the Friction of Engines 941
linbrication.
of Lubricants 94i
ons of Lubricants 948
r Oil to run an Engine «48
ion of Oils 944
R. Specifications 944
Icants 945
Soapstone, Metaline 94S
THE FODMDBY.
aciice 946
aCupnIa 948
I Stove Foundries 919
Increased Driving. 949
Jl.iwerK 950
>n in Melting 950
tenere 950
(if Ca.slirigs 851
Castings from Weight of Pattern 96i
Sand 9.V2
^(lles 953
THE MACHINIE SHOP.
Jutting Tools 958
Uiiiiig Speeds S.M
Turret I.HtheR 0^
Cutting Tools 9.'i5
earing Lathes , 955
•ars for Lathes 956
e«-thieadR 9!>6
e Taper in a Lathe 956
^lilliiiK Holes 9.56
'wist-di-ills 9.5T
ifters . 9.57
IJiitteis 95S
ifh Milling-maehines 9.59
th i>r Against Feed 9(.0
ichine US-. Planer AGO
quired f<ir Machine Tools 9(i0
>rl{ on a Planer 960
i-er to run Lathes 961
•d by Machine Tonis 9(i8
quired to Drive Macliiiiery 9li4
;d in Machine-shops 965
Abrasive Processes.
Saw 966
using-disfc.^. ^
tone with Wire w(»
-bias* Wft
'eeJs. Wi-W»
» wa-y.'
w
XVIU CONTKNTS.
VariouH Toolit and Pn>oei>««.
T*ps for M»chli)e-8or«ws ,,,
Tap Drills .....
TApt-r ItoliK, PItiK, Rcniiiers, etc
I'lliiohen, IMi-s, Pi'os.sr's
_Cleiiiiiaoe HfLwefii Punch and Die .,
Hze u( Ulaiikx for Dra\vlD|i;-pres8
Vexsure uf Drop-press
^ow of Mftnl«
roruiiiKaud .shriukliig Pita ■. ..
'VTlcivncy or Sorx'wg .
Vnvell'K Sci'evv'-threud
oportloniDK ParU of Macliine.
C«ys for QeHrlDi;. etc.. .....«..<
loldliiK-power of Set-Hvrewa .........•..>
lolding-power of Keys
OX>'AMOMETEIIS.
Praetion Dynaiiioineters
pile Proiiy Urn ke. ....••,,
riit- Allien Dvnanioiiieter.
Capacity of i'Meliou-brakea , ,
TransiiMsslou Dyuanioineters ,,
ICE MAKING OR RKFRIOERATING HACHIWB8.
OperatioiiK of a Rcfrieeradir-miichlne.... ..
Pi'essuivB. etc.. of Availublt! Uquida .«;
Ice-meltlui; Effocr
EtlKM-uiaehiiies
Alr-[iiacliiD»s
Amnioaia ConipreBgion-iiiachiJies
.\iiiiiioDla AlworpUnii-iimL'liiueit.
Sulphui'.dlnzl(Je MncliiueH
Pi'rfi)rniuiic« uf Ainiiioiiia Conipression-raacl lines...... ,__
Kcnnoniy of .iinniutita Cuinpreatsiotl-luaehiiltiA.. .......••.•• .«<.■
.>luc'liin<^ Usini; Vapnr of W tiler ,
SfHt-'iuiicy oC aBefriKeruilnt: machine •....
"^esL Trials of Ri^fritjerating-inauiiines ,■ ,,,,
■ mperaturt" Runtfi!
eie-riiit; the AiiiiiiOiiJa >
perties of Sulphur Dioxide and Ainnionia Cia.s
,)perile» of Biiui* iishiI to absorb Refngeratiii); Effect
lorideof-calcluiii Sidotiiin.
Aot.anl Perrormniicea of RefrlRPrnting MachlnrB,
'erruriiiiinoe <if a T5-lou RHfilgerallng^-iiiachlne.
Cyliiidt/r lieailnjf ,
TeBis of .\niiiiOinia Absorptloh-niachlne.. ,
Aiuinonla Compvesaioii-mai:hine, Ui-sultK of Tests .
Miiaiis tor Applying tbu Cold
ArtiOcIul Ire-iuannf»ctiire.
It of theKew York HyKein Iceuiakiug Plant ,,_
MAUINIi: ENOINEKKINO.
ules for MeasurlnK DiineniiloDS and Obtaliiiug Tiiniiage of Vessela.. .
he Displacmnent of a Vessel ,
efncient of PineiieHs
eflicient of Waier-linea ,
•^iKtance of Ships. ...
ofTioient of Performance of Vessels
efects of the Comiuon Formulu for Resistance
atikine'ti Formula ■
Dr. Kirk's Merhod ..'
To Hud the I. It. P. /"rom the Wetted Surface .
, & a. Mumfonl'a Method
\M»latlrf' Horse-power required for different Speeds ot V»ssae\a.
■
!B«er Borse-power for different Speeds JO "
•fTiialiiof St«aiii-vesspls of Vuriuus Sizes........... .......... ID
Canato, ia__
if Pro(fres*i»e Speed-trials ia Typical Vessels ]0M|
d DteplacenieiK, Hor«c»-|>owei-,«-U: ., of 8teHii)-Tene)sor VarlotM
lOODl
The ScreiT'propeUor.
JOIO
1011
__iJer Ml*
lor Screws of Standard Form. .. 1018
Qt tteaearcbtn 1018
The Paddle-wheel.
I Willi Radial Floats. 1018
Lclillf-wlieels .,, , „.,,,.. 101S
!Fn.l.:i. V. lirHs lOM
Jet-propnUion.
iJet 1018
B«c«nt Fi-actice lu Marine Encinea.
bght lOIB
lOlft
1016
, 1016
gppljrof Fi-mh-water Evaporator* lOW
twutei- Unaitfr lOlB
leamcTH flttt-il « Itli Twln.scr««s ,. 1017
tBe«u]tSi.[ f Marine-englnp, 1878, IfiBI, and 1801.. 1017 I
br«»«tacH I ■ ti>rlin-s ioi7j
TThree-Bl.i. - u'P-^'i'giiies. 1018'
CONSTKUCTION OF BUILDINGS.
ehoii8«»R, Stores, Factorieg, and Blabli'B 1019
,' Floors, ROMfs, and Supporis.,.. lOlV <
landPoHtK lOtB, lO'A]
.r B<iii<ifn|{« , loai r
"luiiiiia lOSOl
atid Supports. WHt]
ixaiil RivfU. 10l»'
iiiu T^oiid nn Klovri , lO'.'l
th of Ki<ioi» inai
fittfU Ixiuds oQ Soulliern-pioe Bcatna lOiiB
ELECTKICAL KNGI.NEGRIMO.
Standards of Mi'oaureuieot.
System of PliysicBl Meiisuif ment ...... 10841
I XTi'ii'i otwul in ElH:iriL'ul Calculations lOSil
■• ' ^■•frills lOtSl
Mid M*«lianlcnl Unit* IfliWf
vv of Walcr ami ElHCtrlclty KWl
r<rii u.o Ampereatid Iklliier'sliich. 10S7 '
Electrical K«>slHtAno«.
•-'"•■^ '^•■•sistaiiue 10^
, . 10S8
V Of Different MelalB and Alloys ....... lOW
....I...,, i.f Difleivut Metals • JJW
iM-« and itisiilut^irs ......>....' ISS
»ce Varies Willi Temperature . •••• JJ*
.... ...••••*•• Vkw
RestetoM of Cupi'i«r wire '. ••••• *<>*>
Blvotrie OumatM,
mw- \«aB
Tltvalta ....... \«ftV
OOSTEJSnS.
3
Irmilnotoi-n tn Series
BrHiiinl B«*sistaii4.*tr .,,. ,.,.,, ...•...•
loiiit Hi-8i>>[uorH I if Two Branches .,
iivbluilT s l..uns ....iai
poiver of thf Circuit a
Ivat U»ii(!riit<?(l liy a CiiriiMiC .:,
leatinK "f l-'oiiiluetors ;
leaclii); of Wires of Cables
'sppcr-uiro Tuble.... ..IM
SeatiDK of Coils ..........>.t.
nision of Wires ...........i,
Klectrle Tran»n>lMlon.
utioii of Wire required for a Givrn Current .,,.,
lonsuint Prussure
fin*e-wire Feeiiifr ...•««!)
Short i.-ircuitliii; ......i
_coiiuiiiy of Electric Trantfmls«ion
Falili^ of Eleonioiil Unr«'-|><iwtM'S ,..„
iritif; KariiiiilfB tuy liicjinilpsL'erit LlKhtlOK-.. .,^.
iieTiible for KHtaiid WW Vult Circuits.... ...,^
^t of Coi>per for Lonirilistaiicp TiaiiHinlssioa .;
Irafiliicul Meiliod of CulciilnilnR I.fat1s n
Teli?lu of C<i|)|H'r for rii>iiK-<liHlam;e Trniisniissloo ,^^
Tlcltfucy of IjOin;-.listam'c- Traiisiiiissiciii
Iici«iicy of a Comliim-ii t',ii|;ine am] Dynaino ........w
|l>-cirlual Eini:lfuc.v of a Oeiieiator auj Motor .....i
Bdeiicy of an Klectricul ruin|>iti^ Plant
Electric ISultwajrs.
8t of a Street Railw-ay Plant
DponioiiUig Boiler, Eiigiue, and Geiiriator for Power StatfoDS.
Klectric Ugliting.
I Ml
I
Qiinntlty of EnerKJ" Requii-ed to t^oduce Light.
Cif- ■ ' ■
nf incnndPKuuiit Lairii>s-
fo aifd Effleleucy Tests of Lamps.
roet Lii;liIinK
Klititi^ {Kiwerof Arc-lnmps
ndl'-s'O"''''" of "le ArcJiibt
leL-trlo TVuldiiii;
lectrio U4fut«'rH
Electric Accumulators or ^torace-batteriea.
Jge of StorBEB-bortprit's in Power and Light Stations. ,
~»orl;ins Cm rent of a Storage-cell ,.
tlectro-itieinicul EquivaleutH. ,
BleetrtilyHl»
Klectro-mag^eta.
nils of Electro-maijnetio Measu reinent ,,,
Ines of Loops of Force ...,..,..
treiiK'li of an Eliiciro-inaKnet ..
Force in tl>e Gap Ijctweea Two Poles of a Magnet
riie Mawutf tic Circuit ,
Delermmiug the Polarity of Eleciro-magrnets
UjnBtno-Klectric Miiclilncg.
Kinds of Dynamo-electric Machln*^ as i egards Manner of Winding,
"ill rrent Generated by a Dyuaino-electrio ilacbine
orque of an Ariimture —
Electro-motivo Force of the Armature Cirtniit
Jtrenirlli of tlie HIiiKnetic Field
kppUcaiioM to Designing of Dynauios
'\*rfjti*sIii)Hy ._,__
•n/>/s.i/Mt''Antpf rave for Mnfnu-ls with OuttoncovereA Vf Vm MMi
Tba Slectrio Motor
ABBRFVIATI0N8 OP PERIODICALS
!:XT-BOOK6 I'lUiQUENTLY KEFEURED TO
WORK.
nerSean Mochlubit.
Appletoii's C;clgp<E<1ia of Mechanica, Vols. I and II.
Bulletin of th« Araerican Iron and Steel Associolion
M.
liy and Reeistance of Malei-tals. .
t>. J£. Clark's Kules, 'J'ables, nnd Data for Mechanlc&I Kn-
I vitlse on thu Steam-engine.
Iitpinef r (Luijd"Ut.
|»>-ful Informal ion for EoKiisers.
nioij Cunalr- iui.l Flovr ..f Wuter.
,Vt. Jounr M.iicoal IrooWoTter*' Assoclalion.
fDumnl of 1 ittf.
ic Transu];-
lied Mechanics
arentrtki of 1\Ial«riaM.
banisiii, Suiipleiueninry volume ■f-Applcton's ryi.-lo|ia5<lirt i>f
, E. Fro<M>edlii(^ Ii'dlltiition of Oivll KnglntHTs (Luiiiilon).
E. Proceedings Institution of MeoliaulCHl Eiigliicert fl.no-
Ermfjdynanilca. -
SugiiierrN' CInb of F^tllatlelphlb.
' KunkiiK-'a The Steam Engine and otiier Prime tl0Tei<s.
uliinery nnd Millwork.
II KAnkiuti'sRulett, Tables, and DuUKt /
J. S. Test Boa III.
a. S. Tc^ilne Machine at Watertown, MiMMahtisetta.
fhernioilviiBuiios.
iDnal of illarine Etieineering.
^Itli, Jr.'i9 Hydraulics.
iJiidicat-or.
Dynanirwiectric Machlnfry.
mual of the 8teani Kiigine.
»l*rial.s of Enpineering. ^
. E. Transactions AiiiiTlijaiiliiKtitiiteof Electrical EnplnetP*.
K. TrunsnciionM .Ainerii-un liihliliite of Mining Encmcprs,
E Transaciioiis .\ni<.riian iitfi-^ty of t'ivil EiiKineei-K.
E. Tronsttci ions A intrioan Soc'ty of Meclioiilual Engineers
[Jivil En»lne«r*s IWitet Hotjk.
I've (Hriptfnnl. ('
>niifcl.icut>.
Design.
neeriOK.
.XX xi
MATHEMATICS.
tal and Ale^brateal Signs and Abbreviations.
^ anele.
L right anirle.
X perpeudicular to.
sin., siue.
COS., cosine.
tang., or tan., tangent.
sec., secant.
▼ersin., versed sine.
cot., cotangent.
cosec., cosecant.
covers., co-versed sine.
In Algebra, the first letters nf Ihe
alphabet, a, 6, c, d, etc., are gener-
ally used to denote known quaotiiieH,
auii the last letters, u', X, ij^ 2> >^tc.,
unknown quantities.
Abbreviatlmit and Sytiibolt com-
tnoHln uaett.
d, (liiTerenlial (in calculus).
/, integral (in calculus).
)iO.
traction).
us.
.us.
^\
X o.
1- b. 15-16 = 1|-
16
_2_
lOOO"
is, : to (proportion).
, ao 2 is to 4 so is 3 to 8.
ied by.
.f 2 to 4 = 2/4.
an.
re or thermometer.
r feet,
r inche".
to distinguish letters, as
a'".
rt,,. read a sub 1, a sub 6,
Tincula, denoting
e numbei-s enclosed are
tkeii together ; as,
;=4 + 3x5 = 3o.
ired, a cubed,
o the nth power.
le 91 h power = 1,0(»,000,-
sine of o.
tie aro whose sine is a.
1
in. a.
thnj,
. log: = byperboUc loga-
J ', integral between limits a and 6.
A. delta, difference.
S. signia, sign of Kummation.
IT, pi, ratio of circumference of circle
to diameter = 3.14159.
3. acceleration due to gravity = 83. ;6
ft. per sec.
Abbreviations frequently used in
this Book.
L., 1., length in feet and inches.
B., b., breadth in feet aiid inches.
D., d., depth or diameter.
H., h., height, feet and inches.
T., t., thickness or temperature.
v., v., velocity.
F., force, or factor i f safety.
f., coefficient of friction.
E., coefficient of eltvslicity.
R., r., radius.
W., w., weight.
P., p., pressure or load.
H.lT, ■
horsepower.
I.H.P., indicated horse-power.
B.H.P., brake hoi-so-power.
h. p., high pre.s8ure.
i. p., intermediate pressure.
1. p., low pressure.
A.W.U., American Wire Gaug;e
(Brown & ShatpeV
B. IV.G., Birmlnghan\ Wive Qaw»e,
i: p. m., orrevs. perniiu.,revo\\lUow*
per minute.
DECIMALS.
denontinatnrss except irg owti for the new numerators, and all
tors tuK^iher for the coiuiuoii deiioiiiinator:
1 1 ?_ 81 14 18
a' 8' T~4a' 4a' 43'
rractlons.— Reduce them to a common denominator, then
si'aiurs anil place iheir sum over the common denominator:
1,1.3 21 + 14 + 18 63 ...
•;> -^-a -^ 7 = — ii — = «= '1*-
ract rractions. — Reduce them to a common denominator,
uuiiieraiorM and place the dilTrreiice over the conunon denouii-
1 8_7-6
8~7 H
deelmals.-Set down the flgiires so tliat the decimal pointR
ve ihu other, then proceed as in simple addition: 18.75-1- .012 =
tract, deelmals.— Set down the ilirnr^s so that the decimnl
lue aliove the other, then proceed as iu simple subtraction: IH.TB
;:«.
Ittplr declmala.— Multiply as in multiplication of whole
leii point off sts manv decimal places as there are in multiplier
licaiid taljcD toeetlier: 1.5 X .02 = .030 = .08.
Ide decimals.— Divide as in whole ntirabers, ami point oft in
I us many decimal places as those in the dividend exceed those
or. Ciphers must be added to the dividend to make its decimal
ast equal those in the divisor, and as many more as it is desired
the quotient: 1.5 -i- .2.5 = 6. 0.1 -i- 0.3 ;= 0.10000 + 0.3 = O.HSm 4-
mal Equivalents of fractlona of One Inch.
oiwrr) i
0025
OTHI-iT I
09:17.5 I
10937.5 1
\a
.1406-25
.iriBi'i
.171!C5
.ISTa
.203125
.21875
.a;l43r5
.25
17-64 ;
9-:i2 I
19-64 !
.>1« I
I
31-64 ;
]I-i2 1
23-64 I
8-8 ]
2r,-64 I
13-32
27-64
7-16 I
29-64 1
1.V32 I
31-84 I
1-2
.2a5625 I
.2S125 I'
.296875
.3125
.ii28l25
.3437r>
.3.59375
.375
.390625
.40625
.421873
.4373
.45:fla5
.40S75
.484875
.60
33-64 '
ir-:« .
.3.->-i!4
II-IO
37-64
19-32
39-64 :
.i-8
I
4:-ii4 ;
i;i-;!2 I
4:^-64 I
11-16
45-64 I
a:i-32
47-64
8-4
.515625 II ;;i-a l .7B.5fi?S
.53123
..546875
.5625
.578125
..59:175
.609375
625
.640625
.6.5623
.671875
.6875
.703125
.71875
.734375
.5-32 !78'2.5
51-64
13-16
27-;i2
.5.5-64
V-8
.57-64
29-32
59-61
la-16
.796S7.5
.8125
.828125
.84375
.8.59.;75
. 875
.8!Hk;25
.901125
.i>21875
.9375
61-64 .953125
31-88 .96875
63-64 .984375
1 1.
avert a common fVactlon Into a decimal.— Divide the
r by tite denominator, adilius tf> the niiniciaior as ninnv ciphere
ly a decimal point as are iii-ct-ssnrv to give the nimiber of decimal
sired VI the result: H = 1 iK>i.'0-i-3= 0..>t« -f-.
nvert a dectmal into a common fk«.ctlon.— Set dovitv
»l as a numerator, aitd placf. as the denominator 1 wltYv as many
le^edaa there are decimal places in the numerator-, e™ae\J»9
MATHEMATICS.
ABITHMETIO.
The user of this book is supposed to have had a training in arithm
well as in elementary ali^ebra. Oulj those rules are given here wlU
apt to be easily forgoiieii.
GREATKST rOinniON 1IIEAS17RE, OB GKEATB
COAlAtON DIVISOR OK TWO N CIO BUBS.
Bale. -' Divide the Ki°eater niimlier by the less ; then divide the (
by uiK leniuimler, and ko on, dividing always the last divisor by tl
remainder, until there is no i-einaiiider, and the last divisor is theKl
coininoii measure required.
LEAST rOOTBION niIj'l,TIPIiE OF TWO OB MO
IMUJQIBEBS.
Bute. — Divide the given uiiiiibers by nuy number that will divii
);ie.iifMt number of them without a remainder, and set the quoUeni
(be iiiidivided number.^ in a line beneaih,
Uiviileilieseuond line as be t'oi-e. anil so on. until there are no' two do
that can bedivuluU; llien the unntinued product of the divisors an
quoiieiits will gjve the multiple rt-qiiired.
FB ACTIONS.
To reduce a common rractlon to Its lowest tenmmt—.
boili Itrni.s iiy llifir t;iVii t-!.i unuiiiiuii nivi.-nr; Jf = }
To dtange an Improper fraction to a mixed nuMl
Dividf llie iiiiniei'titur li> iht-U noihiiiutui-: iiirqiiolienl l^ the whole UD
and ilif I'fiiiaiiidfr I'lm-eil ovit llif (lenuiiii..titi>r is tlie fi-aetiim: '^ =
To change a mixed nnnaber to an Improper firactl
Jlulilply tiie \>n(ile iiuniUi-i- by the dciiunnnHior ol ilie tiuciiou; lo Iht
ui't and ilif minicTHti'i; place ilie snni ov(>r tin- denoiniiiutoi': li(=V
To express a vrholo number In tbe form of a £rmi
wrltii a given denominator. -.Umiiply tiie uhult- uuiubrr
f;ivfii d*'ii>>niiiiHiui. iiiiii piiK-t' uif priMliici over that deiinniiniitor: 8
To reduce a compound to a simple fraction, all
multiply Inactions.— .Viiiui|ily the ni.uieiaiors tugeiner for
uuniei'uiur uiiU tile drUuininutors tugether for a new denominator:
50f- = -. also -X3=-^.
To reduce a complex to a simple ft-aetlon.— Tlienuir
iind dt-iioininucor uiiisi t-uch flj'si. be givi'n Hie fonii of a si nple fn
ilii'ii multiply the iiumfiatur of the upper fraciiim by the denomin;
tlif liiwt-r for the new numerator, and the denominator of tbe upper
numerator of the lower for the new denominator:
To divide Aractlontt.~Reduce both to the form of simple fra
invfi't the divisor, and proceed as in mulliplicaiion:
S 2 4 2^8_6
. 8"^ '"s^a^s^i'ia-
Cancellatlon o'f firactlons.— In compound or multiplied fn
dividt- any numerator ami any ilenominaior by any number whi
divide tliera iHiih without remaindci'. striking out tlie numbers lliusi
iiinl wtthie dou ii tlie Quotiems in thrir stfiid.
"^^mee ' ">••• to a eoiumon AenomVnai.xo'c.-
««•' ti-iuiple tittcuuii; Wwu nuAUvVs ««ii«\\
COKFOUKD mJHBEBS. 6
dedmal point In the numerator, and reduce the fraction thuB formed to lu
lovest terms:
-. SS 1 „„ 8388 1
•* = io6 = i: ■*«•» = Toooo = 8'"»'->^-
To redaee a reenrrlng decimal to a commom fHtetloK.—
Bubintui. me lii-uiiiml iix uies iiiui uu u<ii recur truiu uif uuiuf uevimal in-
daling nii« xec of recurrint; flgiii-eK; nei Uowii tlie reniaiudifr ax tlie iiuiiier-
•lor of ibe fraction, and ug iiiaiiy nines as there are revurriuK fifriire*. fol-
hi«i4 by as many ciphers as there are nonrecurriiiK flgurm, iu the denom-
inuor. Thus:
.79054034, the recurring figures being 054.
Subtract 79
7097^ , . .. ,. , . . JI7
g-—- = (reduced to its lowest terms) — g.
COnPOITND OK DENOmiNATB NUKBBBS.
Bedaetlon deMcendln£.— To reduce a compound number to a lower
d«a.>uii>iaiion. ^luiiipl.v iii<- uumberbyasmaoy units of the lower denouii-
Miion ss makes one of the higher.
8 yards to inches: 8 X 86 = 108 Inches.
.01 square feet to square inches: .01 x 144 =: 5.70 sq. in.
It the given number is in more than one denomination proceed In steps
fiom the higheKt tienoniinatiun to tlie next lower, and bo on to the lowest,
[ sdiliag in the units of each denominnlion as the oper tion proceeds.
J yds. 1ft. 7 in. to inches: 3 x 3 = 9, + I = 10, 10x13= 120, +7= 137 in.
Bedaetlon aaeendlng.— To express a number of a lower denomi-
naiiiiii in temis ot ii liiKlier, divide the number by the numb r of units of
the lower clennniiiiBtion contained in one of ilie next higher; the quotient is
in the liifclier denoininai Ion, and the remainder, if any, in the lower.
1.7 iDches to higher deuoiiiination.
127 -1- 12 = 10 feet + 7 inches; 10 feet -<- 3 = 3 yard« + 1 foot.
Ans. 3 yds. 1 ft. 7 in.
To express the result in decimals of the higher denomination, divide the
Iriren number by l lie number of units of the given denomination contained
ionneof the requireil denomination, carrying the result to as many places
of decimals as may be desired.
12r iuches to yards: 127 -+• 36 = 8J!| = 8 5:i7r + yards.
RATIO AND PROPORTION.
Batio is the relation of one number to another, as obtained by dividing
, one by the other.
Ratio of 2 to 4, or 2 : 4 = 9/t = 1/2.
Ratio of 4 to 2, or 4 : 2 = 2.
Proportion is the equality of two ration. Ratio of 2 to 4 equals ratio
Ola I" ti. ;;/4 = 'i/6: expressed thus, 2 : 4 : : 3 : 6; read. 2 is to 4 as .1 Is to 6.
TliB first and fourth terms are called the exti'emes or outer terms, tlie
wcuid and third the means or inner terms.
The product of the means equals the product of the extremes:
2 : 4 : : 3 : 6; 2 X 0 = 13; 8 x 4 = 12.
Hence, given tlie first three terms to find the fourth, multiply the second
Uidtbiid terms tog;ether and divide by the first.
4x3
g : 4 : : 8 : what numbi-r f Ads. — ^— = ft.
t+c
ABITHMBTIC.
*
S
"3
§
a
«H
Wo
OtK
-S
g to fc o
8 i i §
-*»
s e
Hs
•
a
e
z
2
h
e
Hs
S - g S 3 S 2
S S * « g « »
I- Ct <- *t CD CO GO ^"
^ t- 00
o 7* Oft *n
5 g .- So
s p s
i S» S
eQ ^ o t«
o s !i ¥5
S o S S
-|!:i*»«^iHP««?i-*«."3^»*«
COMPOUND NUMBS:
rtnikl point In tbe numerator, and radiiou the rraction thus formed totlai
■est letmB:
100
S383 1
.3333 = --- = '. nearly.
torn]
r> reduce m rccnrrlue derlmal to • common nracUo^
<•' 'iial iiKtiie- liiui ii<->ii'>> luciir tium li»- Min'it- uccum
' I t-cdniiit: Humes; st-i J>'W ii ilie i-uiiuiiiiilri as ilie iiuiiier-
iit, ziml :ia iiiiiiiy iiittHs us there ace recui'i-ui|; fl^iires. ful-
.> ciphers un tliere uie uoii recui liiig fl^iirea, iu lh« ile
Jiuth:
.7W54034, (be recurring n^irea being 054.
Dhlmct TU
(reduced lo its lowest terms)
Idl^i^
COnPOUND OB DENOiHINATB NCMBEBS.
Inetlon denccndiuts.-'ro i-ei:liii;e a compound nuiiiberloa lower
i.-umn .'»iiui|ii.\ Mil- iiiiiiiber li>'as nmiiy iinltsof the lowur deuq
Im Miakrs uue ci( I lie liigher.
8 rarxis t'^ iiiuhes: 3 X 90 = 106 iucbes.
.01 (i^uare feet to square iuches; ,(M X Hi ^
5.T6 sq. ID.
I eiven ounnl)er is in mori' Ihun niie denomination proceed in
I tlta kiKheyt ileiiutiiinulion lo ilie next Inner, and xn on to the lo^
■Minn In the units of eiicii ilenuminnlloii a>i ilie oper lion piooeedii.
1).!., I ft. Tin. loiiiilies: 3 :< 3 = 9, + 1 =10, 10 X U' = 12U. +7= ISTiaT
darllon •oreudliiB.— To expretw n niin)t>er of a lower denomi-
•■r II iriifiiei'. iilviite UiH iinmlier liv ttie nunih r nt units of
iiilliiii i.-(iii[aini>d in one i<f ilie next higher; tlie quotient is
Milnalion, and the reiuiiiiuler, if any, iii the lower.
Ill lui^her denaniinHlion.
f
ir -t- fi = 10 feel + 7 ineiie*; 10 feet -i- 3
3}ard«+ 1 foot.
Aim. S ;iU. 1 ft. 7 in.
Tdnpresa the result in decimnU of the higher ilenoininaiion. divide the
iliunitier hy Die uuniV^i' of unitx nf tbe given deuomliiulion eoiitaliied
Inf ihe nM|iilre<l ilenominalion, carrying the result to as many plftoea
^lalii as riiiiy be desired.
la; ioeliefc to yardx: liT -t- 30 = SJS =8 S-iT? + yards. ^^
RATIO AND PROPORTION, ^|
> la Uie relation of uue uuuiher t j aaother, 08 obtained by dividtng
flhf other.
Ralioofdto 4, or2 : 't=:9/'l = t/j. ^H
Ratio of 4 lo K. or 4 : 2 = 3. ^H
Ionian li Ilie eqiiiiljiy of two ra'.IOA. Ralln of 3 lo 4 equala mtlo
S.. i I - !t, 11. expremted IIhik. •,' : 4 ; : 8 : 0; read. S Iti to 4 as 4 Ih to t!.
J|t« mill fiiiii'tli leriiis are calleil the exlreuiea or outer terms, the
laitil tiili'<l (he meaiiH or inni^r terms.
tluci at lUv ineniiK cquiiU ihe product of the extremes;
a : 4 : : 3: 8; S X fl = 12: 8 x 4 = IS.
' Itlren Ilie first- three terms to nrnl the fourth, muAli^ly «,bA<
I lo({*!ther and divide 1>S VXw f\v%\..
i ■ t : : S : wliul miiii\«i'l .\n*.
*>, %
8
ARITHMETIC.
(tiriding rbe index of (be power by the iiiilrx of the root, Indii-aiiDg It
dirihioD by a fraction. Tims, eztrjwt the sqUBtv moc of the 6tb iiower ot\
si.
IS.
:S« = 8'
The 6th jjower of 2, a» iti llie table above, is Ct ; 4/G4 a 8.
DIfflciilt pmhlerns in evoluti-jn are perfoi-niccl by logarlihniB. Tjot 4|
Fqiiare root and the cube r'lot iiiny be exii-a<!ied iMrnctly ncconliii)f to f
riileii glv»?n Iwluw. The 4th root Is the !«|iiiire root of the M|U«iv nvit.
Bth t'lut is the cube twit of the K)imiv i-ool, or the square root of llie
root ; the flib font in the cube i'<n,i nf tli.' fiilrt' rixft : vlC-
To Extract the Square Kool. — r<itut <'S the eiveu Dumber IdJ|
peiiiiils of Hio riluees eiicli, bi-Kinnii k "hh iiiiils. If tiiere ore declma'
P'liDi iheAe off littewise. becint'liiK it the deeiiiiiil jxiiiit, ami &U|ipr
as many ctpKers as may be iie;<de(l Kind the Kreatest number wl
gqunre ig lens thnii iho first Ifft-biiiid perioil, nmi place it a* the flU
flRun' In the quotient. Subtrnct Its .•■qiiBic from the Jt-fthond perio
and Po the remalniler annex the two neures t"f the pecon't period
a dividend. Doiilile the IliHt fl);iire of ih<> quotient fur a part Iji I divli
Bud how many tlmri; the latter Ik conialiieil in the riltidecd exclusl^
of tlie right-liKnd fli;ure. ami sft the f!>ri)ie rei're.«enting that number 1
times as the ftei'nnd ni;iire In the qiiniieut. and annex it to ilip riKht (
the partial dirfsor, fonulng- the complete divlHoc. Multiply thlp divisor I
the Heeond flpiire in tbp quotient Hnd Bubtract the t-vodnct from the dli
dead. To the ■enioinrler brliip down the next period and proceeil Of befoH
in eaeb case "iriiline ilie flkfiireK in the rnot nbeadr fennd 10 t bialn ijj
trial dlTl^-r. Si.ould the pm.liiet • f thi- Recnnd fljciiie in tiie niiK by
complnted dlviKiir be (fieiiiiT thniv the dividend, erase the second fl; lire I
from the quotient nnd fiom ibe divisor, and Mih^iitnte the next umalM
fleiire, or one biiiaII eniinftb to make the product uf Ihe second figure by I"
dlvi.tor le!<.s than or equal to tliedfviileiid.
8.li|1582e636|l.77M5+
sriKu
I180
M7|«S15
864-,>8(H)3
|7084
8M44iei.'«5
14i:t«
To extract the square root of a fraction, extract the root of numeraU
and denomioator separatelj, a/- = =• or first convert the fraction intoj
' = 4/'.4444 + = SCM + •
decimal, i/ -
To Kxtract the Ca1>e B©ot.— Point off the number into 1
2 IlKuiweoch. bepinnln); at the riiiht. hand, or unit's |>lac(4. Point off I
mats ill jierlods of ;i flRures from Ihe rleclnial point. Fmd the greatest Cl3
that ilticsnoi exceed the left-iiaitd perioti ; write its rtxit as the first flpd
In Ihe requlreil root Subtract the cube from Uie lefi-liand period, and!
the remBinder brlnt; down tlie next period for a divMetid. J
Square the flrpt tlprure of the root ; multlplT bv 300. and divide the pmdd
/nro //If tlli-iilfiid for a trial divisor : write lue qucAVetit ^Hat the Btst T
of file root an a trini necnd flRtire.
a->mplett' tbe dlvianr bv adding: tr. *(y limes th? square ot tVe?kvA ft«.
"fnie-v thr- produci cf th" firf=l l>\ tlie second Rgwre, and VV\e «\«a.ve «<
tZ".,"f "''*'■ ^iiltlplr ilii> divi-or by the wo-toA ftKUiev ^\J.V^Vf».<i
^"inaoi, tJis i^t aeurf or ihe root and li.e comp\eve dV^Vsov «>•'=«'
CUBB BOOT.
te for the lost figure the next Buialler uumber, and correct the trial
iccordiDKlyO
) remainder bring down the next period, and proceed ag before to
third figure of the root — lliat is, square tiie two figures of tliu root
found; multiply by 300 for a trial divisor, etc.
any time the trial divisor is less than tlie dividend, bring down an-
iriod of 3 figures, and place 0 in tlie root and proceed.
!Ube root of a number will contain as many figures as there are
of 3 in the number.
ter netbods ot Extraetlngr tbe Cnbe Boot.— 1. From
>rth's Algebra:
aOx 1 x3 =
800
60
J 364
1,881 ,86S,963,«aS|lS346
1
881
788
1 «
aoox
I«»
—
48«X)
80x
12 X
8
^
10*
8»
9
44-J8»
10«9
103365
18-3887
S!0IS896S
800 X 133* = 4530700
80 X 123 X 4 = UT60!.
4»= J«
4533176
14776
aOO X 1234> = 4568-.>t»J0U
30 X 1334 X S = 185100
5" = 25
457011925
18218904
2286059625
2285059625
• tlie first two figures of the root are found the next trial divisor is
jy brineing down the sum of the 60 and 4 obtained in cotupletiug the
ing divisor, theu adding the tliree lines counected by tlie lirace, and
ng two ciphers. This method shoi-tens the woi k in lone examples, as
In the case ot tlie last two trial divisors, saving the labor of squaring
i 1234. A further shortening of the work is made by obtaining the
0 figures of the root by division, the divisor employed being tliree
.be square of the part of the root already found; thus, alter finding
t tliree figures:
8 X 183» = 45387|20498963|45.1 +
~181548
231416
826985
74«13
•or due to the remainder is not sufficient to change the fifth figure of
(.
Prof. H. A. Wood {Steveut Indicntor, July, 1890):
.Ting separated the number into periods of three figures each, count-
in the riglit, divide by the square of the neaiest root of the first
or first two periods ; the neni e.it root is ilie trial root.
> the quotiec* ohtaiiied add twice the trial root, and divide by 3.
«w e/ie root, or /irst ApproxiniHtion.
using the Bret approximate root as anew (rial root, and tiroceed-
(bre. a nearer approximation is nbtiiir}ed u liii-h »i-n.,uci,i tnnir V\a
BtU Ui» root bM tieeu extructeJ oi- ih« «,'..^..fi iVL* ? ^^ vk
^^ * uneu, ot we approximation circled a»
10 AHITHMKTIO.
BxAMPLB.— Required the cube root of 20. The newest cube
3» = 9)20.0
3.2
6
8)8.1
8.7 iBt T.
B.
«.7» = 7.89)20.000
2.743
5.4
8)8 143
8.714, Istap.
, cube root
8.714» •= 7.865796)20.0000000
8 7152584
5.428
8)8.1432534
2.7144178 2d ap. cube root.
Remare. — In the example It will be observed that the sec
first two figures of the root, were obtaioed by usiug for trial ro
the first period. Usinpr, in lilie manner, these two terms for
obtained four terms of the root ; and these four terms foi' tr
seven figures of the root correct. In that e.xaraple the last flgi
7. Should we take theKe eight figures for trial root we should c
flftpcn flgui es of I he root correct.
To Extract a BUgber Root tban tbe Cube.— The
the square ruoi of tiie square root; lb« sixth root is the cub
square root or the square root of the cube root. Other roots i
veniently found by the use of logarithms.
ALLICATION
shows the value of a mixture of different ingredients when
and value of each is known.
Let the ingredients bu <(, b, c, d, etc., and their respective ve
w, X, y, z, etc.
A = the sum of tbe quantities = a-\-b-\-c-{-d,6U
P = mean value or price per unit of A.
AP= aw -f hx + CIJ + dz, etc.
_ _ am + bx + n/ + dz
A ~~"
PERiniTTATION
rIiows tn how many positions nny numlier of things may be i
row; thus, the letters a, 6, t- may be arranged in six positions,
ciih. cba, bac, bca.
Rule.— Multiply together all the nunil>ers.used in counting the
permutations of 1, •■!, ami 3—1x2x3 = 6. In how many pc
things in a row be placed ?
1X8X3X4X5X6X7X8X9^ 862880.
COniBINATION
shows how many arrangements of a few things majr be mi
greater number. Rule : Set down that figure which indicate
number, and after it a series of flgui-es diniinisliing by I , until
set down aa the number of the few things to be taken in euch .
Tbeu beglniilOR under the last one set down said nninl>eroi
th^ onl— >~-^4ward »et down a feries diminishing by 1 until a
**• ■"~*'"""»ber8. Multiply together all the nppe
' *>>• lower uombers Vo twrm »xkavv«
■MM.
GEOMETIUCAL I'KOGKESSION.
Hov many combinations of 9 things can be made, taking 3 in ea
Wottioof
9 X8 X V _ ?»i _ 84
1X2X3 6 ~
ABTTHRIETTCAIi FB06B9SSSI0N,
ia t aeries of nuinliers, is a progressive increase or decrease in each
dre number by the a<l<lition or subtrauliou ot the stinie amount atea
u I. 2, S, 4, 5, etc., or 15, la, 9, 6, etc. The numbers are called terms,
eqoil increase or decrease ihe difference. Examples in arithineti
gnasiun may be solved by the following formulae :
Let a = first term, I = last term, d = common difference, n = nui
tams, « = sum of the t«rms:
l = a+(.n-l)d.
= -ld±^'-2d« + L-l
~ »i + 3
» = jii[aa + (n-l)dl.
~ 2 + 3ci '
= « + «)*,
= ^n[i<-(u-l)d].
a = J-(»-l)d,
» (u - l)d
^^dVO+l'*)'-^^'.
-^'•
l-o
•Z{a - an)
- tt(n - D'
P-a*
-it -I -a'
3f»J - »)
- Ht» - 1)'
d-3u±|/(an - d)» + 8<
St
a + rf±4/(ai + rfi'' -sdi
-l+a-
M
eEOniBTBICAIi PBO&RES8ION,
iiawries of numbern, is a progressive increase or decrease in o
mrire Duml>er by the same multiplier or divisor at each step, as
Hece., or 349, 81, 27, 9, etc. The common multiplier is called the ri
IiPt » = first terra, I = last term, r = ratio or constant nmltipli
of terms, ti( = &ny term, as 1st, Sd, etc., s = sum of the tern
^ o +(r-l)». ^ (r - Din-" - 1
r r" - 1
laW«->.
lo|J = loga + (n-l)logr, /{*-«)"-'- a(» - a)"
■ ■ oi" ~ *■ log m = log a + (ill - 1) log r.
12
ABIXBMBTIC.
I
rfi-l'
r^^^l
(r - 1)«
' r" - 1
s — a
logo = log {-(a- Dbc
log 1 - log
J=0.
lo(?r=-
'--.4-,'--'+rh
log i — log a
+ 1.
logr
log I — log a
log (s - a) - log (» - 0
^ + l.
log [g + (r - 1)«] - log o
logr
log j - log \lf - (r - 1)«]
log I-
+ 1
Popniatlon of tbe United State*.
(A problem in geometrical progression^
Tncrrase In 10 Annual Incre
Year.
Population,
Years, per cent.
percei
1H60
81,4<8.841
1S70
89.818.449*
SG.CS
ssa
18H0
50.155,783
35.90
2.88
IKH)
68,6*!,350
24.86
225
TSfl3
Est. 69,7.3:1.000
Etit. 2.174
ISKX)
" 77,658,000
Est. 24.0
" 2 174
EstimiUd Population in Each Tear from I860 to 1899.
(Based on tlie above rates of increase, in even thousands )
1880...
31.443
1870...
89.818
1880....
60.1S8
1 «8»0 ...
«
IKOl ..
! 3', 1 95
1871....
40.748 i
1881...
S1.8K1
I8SI....
V
]S6'J ..
3-.>,964
1872....
41,699 1
1882 ...
52.433
1 1892...
«!
18(«...
3:^.7.^2
1873. ..
42.678 r
1888...
53,610
1898 . .
«
1801...
. 34,558
1874 ..
48.670 \
1884 ...
54,8lS
1894. ..
61
]«!5 ..
K,,9H
1875....
44.690 ;
18S6....
56.048
1 1896....
61
l«<i<i ..
36.-.a9
1876...
45.378 1
1886 ...
67,901
i 1896 ...
:i
iwir ..
37.095
1877 .
46.800
1887....
.Vl..'>88
; 1B97....
n
l.-'dS ..
37.981
1878 ...
47,893
1888....
69.903
{ 1896 ...
7'
1869 .
38,889
1879 ...
49,011
1889 ...
61,247
1899....
7!
The aliove table hag been calculated by logarithms, as rolloirg :
log r = log I - log o -♦- (h - 1), log 111 = log a + (") — 1) log I
Pop. 1870 . . 89,818449 log = 7.C00084I = log t
'• 1860. . . .81,443821 log = 7.4975288 = log a
diff. = .1025.'»S
n = 11, 11 - 1 = 10, difl. -H 10 = .OlO«>!i.Vt =z log r,
add log tor 1860 7.49752«( = log a
log for 1861 = 7.ri077R4.3:i No. = 82.195 . . .
add again .0I02S.V>3
log for 1863 7.5180398B No. = S-J.901 . . .
C'omponnd Interest is a form of geometrical progi-cj^ion; the i
lielng 1 plus the pcreeuMge.
"Hl.WH, psttmated *rror ot ftie c«t»aa«A
iWi.
OISCOUKT.
IXTEaBST AND DISCOUNT.
il«re«l U itiouej paid for the use of monp}- tnr a given time; tlie fac
)). llir situi luaned, or the princlral:
t, the time m veait«;
r, tile n«U! of interesl ;
i", the amount nf iiiierest tor Ihe jciven rate Riid rime;
o = p-t- 1 = tlif smoiini of the priiicipiil «iih imeiest
»t the end of the lime.
I = interest = principal X lime X rate per cent = i = ^i-;
100'
It = rale = — -r- ;
P'
. , , 1«V ptr
Wp = principal = -^ =a- t^^;
! amount =^ principal -)- interest = p -
I,
100'
|( = time =
lOOi
I Is expivtssed deciuially as a per cent,— thus, 6 per cent = .06,—
iIk become ... M
!;».•/; „ = ,K.+.0: r = ±; /=^.; p=l = j-|_^. f
■Ifw n>r anding Inter««t.— Mulliply the pi-inoipal liy ttie rale
tiuiiui iilvided iiy luu, and by tlie lime in years nuil fructlons uf ii year.
II... •!_ II 1 J J . . prlnolnol x rale x no. of rlnvs
tlie llmo Is rIvcii in days, iaterest = J — .^ --^ ^-.
Uiiti, Iiiini-s! ii vninetimes calculated on tlie l)asl» irf 30O dayBto ;
lys eaoh.
I : e ]jer cent, n-lien 3G0 days are tali^n a» 1 yea^^J
\ number of days II nd divide by 6000.
Uli^lj lliL piuicipiil by nuinber of inmiihs and divide by 30O.
» latrrt-at of | rtnllar for one month is J< cent.
1 or ion Oollara Tor Dlll'erent Tlmea and Bates,"
f
ti
$j.oo
.111]
» T ,1, rt.iir .OaViS
ill- .005 trB
8*
-l;i
M
«i
8*
IIU
$3.00
fl.Ol)
$A.liO
JClHI
$8.00
Siooi
.S5
■m
,411
.."id
m
.»
.0iTN.il
.OOSJrt
Ollij
.nisKj
Olli'ij
.n>w}
.OiTTI
.oiouaa
.013B>J«
.Ul'4:«a
.tyiairs
.(kiTawi
, - inir^reMt dediicfwj for pavnieiit of mom-y h'-fore it triilne.
<>ant (8 the difference but«»-eu tlie a'tuiuut ot a debt pny-
■ • daTf u'ltliout interest and lis fire^^i-nt worth. The prewiit
iiin wliic-li put at inleri'kl at Uie le^rul rate nill aiuouiil to the
;( worth nf an amniint title »t f<i<nre d'lte. divide the
"t iif 81 plaoi'd at Interest for Ihe given time. The dis-
lunt uiiiMi.M the present worth.
<iUI lie ailowtxl on V10:i |iaid »lx miuttliB befoiv it is du
• nt per aniinin »
^4- ! y .0« X
= $100 present ttortli, discount = 8.00.
[<ll*coMH( \* Ihe ani'Miill deducted by a hnnlc as interest on
Uinl 111! iitMiidKriiiry liii|e>f. it Is liilere»t ralciilaled not on the art-
tiiit on Ihe KioH,i iiiiionnt of Ihe note, {vrt\v\"«Vv\v\\ VW •.Vv*.-
, J In advance U i>* tt\<o i:rtAs;viVAVv.»A ^>xi xXx* VvsXv^ ^^*v '>**^ vV-arv.v
Mora (ill wjiue liiiliki>4) divvs mnte V\w« vVt ^\\^^v >.v*>;'^'^^^
are valleil dayn of giace, unv\ VUc v^ve \% ■o.ov v^SJ
i;t*«maj^8. Jo stiiue States da.?* v>t «>««« >m».'«o>»8!«» t
ARITHMETIC.
What discount will be deducted by a Imnk Id dincountiue a
payable 6 months hence r Six months = 182 days, add 8 day
,108 X 185
days'
tiiiOO
= $3,176.
Componnd Interest.— In compound Interest the Intern
the piiiifi;)al ut llie enil of eiich year, (or shorter period if Bfrret
I>etp = ilie principal, r = the rate expressed decimally, n =
and a the amount :
a = amount = p (1 + r)" ; r = rate
-^i-.
. . , a , loK o — lo,
p = prmcipal, = j^—^. no of years = «, = -^^^j^:^r,
rompound Interest Table.
(.Value of one dollar at i-onipound Interest, compounded yeai'l]
8, i, 5, and C per cent, from 1 to SO years.)
t:
1
i%
**
1
1.0:J
1.04
o
l.OBOfl
1.(K16
8
1.0HJ7
I.ISJO
4
i.ir*
1.16!)9
S
1.1.193
l.-.'liMi
6
1.1041
l.aKiS
7
l.-tW
1..S1S9
H
l.-JliOS
I.308B
!)
i.aoiH
1.4-.>:«
10
1.8)39
1.4803
11
1.:^8)3
i..5;«i
la
l.'I'.W
1.6UI0
Vi
i.)»;s,'j
LCffil
14
1..->1-,'(J
1.7317
l,')
1..W.S0
1.800U
oi
6%
1.05
1.1025
i.i.we
1.TJI5B
1.3703
1.3101 l.41K>
! 1.4071 i.rmii
; 1.4774 ! 1..'.9:M
I 1.1)513 1 1.6S95
; 1.0-iS9 1.790H
1.06
1.1836
l.lftlO
1.a635
1.3:%i
1.7iai
1.79r)8
1 HSJiO
l.»7>.t9
•i.o:m
1.8983
2.0123
a 1.J29
2.2609
2..3965
23
24
26
.30
3r>
40
45
60
*f
16047
1.6528
1.7021
1 7.58.5
1.8081
1.8003
1.9161
1.9786
2.0828
S.0937
*«
18730
1.94;U
2.0258
2.1068
<.1911
a.2787
2.3C99
8 4647
2.5038
8.6058
S.4378 3.2434
'i.l>^!» 3.0160
8.2U20 4.8009
3.7815 5.8410
4.3838 T.10C4
Bf
2.1829
8.2920
2.4Ui»
2.')269
2.6538
S.78G«
2 926«
8.071S
3.82SI
3.8864
4.8SIS
S..M66
7 0100
8.9N50
I1.67BS
W ciinipoiind interest at 3 per cent money will double itself in 83^ }
lit 4 |)er cent lu 17?<i yeuiu, at 8 per cent in 11.2 years, and at 0 per c«
1 1.9 years.
ElirATION OF PAYHIKNTS.
H.v equation of payments we And the iHiuivaleiit or nveroRi' time in (
!•• payment slioiilil be made ti> cancel a nnmlier uf obli^'Htioiis due I
ffiii dates: alHO the number <>f days upon wliich to calculiite Inter
<eoinit upon a frross sum which is comiosetl of several smaller sumi
I" ."t (iilTfrcnt dates.
Inlo.— Multiply each item by the time of its maturity in days fr
■il date, rukcn as a staiiilard. anil divide the sum of the products t
1 of the items: the result is the average time in daj s from the 8(01
owes K $liW dne in .30 days. $<00 due in CO days, and $300 due Id 80
.>w many days may the whole lie paiil in one siuu of $600 •
100 X .30 + 2t» X 60 -f 300 x 00 = 42.000 : 45.00.) -HJOO = 70 days, (iii«
wea B $100, $200. Mn<l $.1*X). whieli amnunts are overdue res|iectlTf
d SO ••- — w pays the whole anwvmt. t«t»,\\o'* inwai
tt hat mm! iiiit. Today*.
Avirnmn.
IS
ipate tnteKst on noUsa and bonda wten partial pmjmtatM Iwm been
it. State* B«Ie.-Find Uie amomit of Uw prinoipal to tlie Ume
M pajriuent, and, oabtractlDK ibe p^ment from it. ffiid the amoaDt
niainaer aa a aew principal to the time of the next pejnent.
payim-nt ia leaa than the Intereat, Hitd the amimnt oftlie prinoipal
lie wlien the sum of the pafmenle equals or pzoreds the Intereat
subtract the sum of tbe pttjrmenta from this amoimt.
d in tUa imnntsr till the time of settlement.
—The priBCiidea upon which the preoedinir nde i» f oonded are :
lat pajments most be applied Unt to dlaotuuve aoomed intemt,
the remainder, if any. toward tbe dlsohame oi the principal.
Kt onlj unpaid principal can draw intereet.
aatlle He«lio4«— When partial pc^ments are made on short
iDtMvst aoooaiita, boiiiDaes men eommoaly employ the followiiiK
he amooBt of tbe whole debt to the time of settlempnt : also Uml
int of each pqrment from the time it waa- made to the lime of aet-
Bnbtnuit the amount of payments from the amount of the debt;
linder will be the balaoee due.
ANNirrriBS.
ia«ttyis a fixed sum of money paid yeariy, or at other eqiial timeii
ipno. Tlie values of annuities are calculated by the prindplea of
id interest.
i denote Interest on S> for a year, then at the end of a year the
«iUbel + i. At the end of n years it will be (1 + 0*.
asm whidi in n years win amoiint to 1 is ■ . „_ or (I +i)" ". or tbe
(1 + /)"
nOne of 1 doe In n years.
amount of an annuity of 1 In any numlM-r of years n is
preseot value of au annuity of 1 for any number of years u Ih
i|-»
annuity which 1 will purchase for any numbf r of yeani ii is
a+«)"-i
annuity which wnuld amount to 1 in >i yearK iti
BonntH, Preaent Tallica, etc
(i+«"-i
at 6% Intereat.
(6)
(I;
(4)
(»)
(4)
(6)
(i + i)»
(1 + '■>-»
(1 + /)" - 1
i
1-0 + <•)-»
.•
t
i-(l+0-"
1.05
1.1035
I.15;625
1.815608
1.27e«8«
.9581)81
.907089
.863838
.8-mOsi
.788686
1.
2.05
8.1636
4.810185
5.68S031
.969.381
1.859410
2.728-M8
8.&46»51
4.829477
1.05
.587805
.8C7409
.282012
.880976
1.S400IM
.4TT48S 1
vems/.
.74891S
.nossi /
.KW80
944809 1
918913 J.
e.mwa
8.l4iom /
B.S4BI09
i.a!&ie4
i.STTSSS /
s.OTsea-i
s.Tfiesrs
6.4nS2U
r.ioTH-ii
!".Wi785
.197017
.I547W
.140000
.180606
(1 + 0" - 1
1.
.487806
.817209
.282018
.180975
16
ABITUMETIC.
c
Si
1
1
s
s
1
«
485.48
314.10
22H 60
1T7.S9
143.36
119.18
101.08
87,03
75.87
60,79
sssss
•
1
SSS5S5
iim
sssyg
sssss
SiiS98
•9 oi «.«'<*
s
gssee
•a— eo»^
2
4N O 6a 00 C-
ts9te>i>«
a
^
ssssse
S2S8S
ssfeas
sssss
SS3SS
1
lli^s
ssssss:
S8Z9!S
9SSS^
t;»ox<e
a
^
ESSffiS
^
?;ss?!s
s;§3;s;8
$S!;ss
3SSS&
i58S«8
I
iiaSi
8SSSS
SSSiss;
3$isSS
sss*"-
1
s
2?
ge2?is
s&?s$
5;sses
st^ssss
scsss
'iUm
|=feSI:
SSioSS
3?ig8S
8SSS"
M
J
^
ei
?;ssss
gS!?SS
ftSSUg
SSi^SS
Si«S2S
iiilS
£2sse
t-SSZS
«9fSfi
5t:S="
s
B
d
sssss
OS I- se »c .-
SSSf:S
asssfe
fsssssi;
ISSS2
g2|gS
giSSSZ
a^^^^
assss
8SS2S
S55SI3
ggses
5SS3S;
SSSirS
1
i§§i§
S£o8»
f3feSS2
S»S?ilSS
S2SSS
5
SSSS3
•vW<e<e t.'ooa>d;5 gtSSSS fe^^^'R %4^'%'5
WEIGHTS AND MEASURES.
17
TABLES FOB CALCULATING SINKIITCI-FITNOS AND
PABSBNT VALreS.
GBKioeers «ai] others cuonecied wiili municipal work and iudutitrial cDWr-
prises ufieu flud ii necessary to calculate payinetits to sinkiuK-l^undg which
«ill proridu a sum of raont-y sufflcieot to pay nff a bond issue or other dei't
M tbe end of a giren period, or to deteriuine the present value of certHlii
uiiual chart;es. The accompanying; tables were computed by Mr. John W .
HiU,nf (Hncinnati, Eng'g Aews, Jan. 25, 1691.
TaUe I (opposite paf;e; shows the annual sum at various rates of interest
teqalred to net $100u in from 2 to 50 years, and Tab'e n shows the present
Tuueat various rat^s of interest <>r an annual cbai'Ke of $1000 for from 5 l»
SOjreani. at five-year intervals and for lOU yeai-s.
Table II.— Capitalization of Annnlty ofSIOOO for
from 5 to 100 Years.
Rate of Interest, per cent.
si 4,645 88
lOi 8,rai.l7
li 18,881 .41
iO l3.S89.et5
a IM'^.67
80 JO.BSO.SB
l">j*l,14S.31
40 25,103.5.3
45h>6,8:».15
50'«.:162.48
100,36,614.21
S^
m
4,579 61); -1.514. 9-2 4,4.51.68. 4,889.91
8,630.131 8.818.45. 8.110.74 7,918.67
11.937.80 n,5lt.23 11,1I8.06'10,739.43
14,877.87 14,812.13 13,590.21 118,007.88
17,418.01 16,481.28 15,621. 93' 14,888. 12
19.600.81 18,891 .85 17,291.86,16,288.77 15,372.
81,487.04 20,000.4:1 18,664.37 17,460.89 16,374.
23,114.36 21 ..354. 8:119, 792. 65 18,401.49 1?,1.'.9.
24,.5]8.49 22.495. a;J 20,719. 89,19,156. 24! I7.7T3.
25.729. 58i2:i,455 21 21,482. 08ll9,761 9:ijl8,255.
31,598.81 27,655.36 24,501.9C|21,949. 21 19,847.
e»
4,268.09 4.212.40
7,587.541 T,8«0.19
10,037.48; 9.712. .30
11,950.26111.469 96
13,413.82|12,788..38
14.533. 63'i;l.r64. 85
1.5..390.4« 14.488.65
16.044.92 15,046.31
16,517. 65; 15.465. 85
lli,!Bl.y7'15.761.87
J8,01t5.8;l 16,612.64
WEIGHTS AND MEASURES.
Lons Measure.
12 inclie.-i
3 feet
5t yards, or iCj feet
40 poles, or 220 yards
-raeannreft of Length.
;- 1 foot.
= 1 yard.
= 1 rod, poll', or perch.
1 fui'lons
8 furlongs, or 1760 yard ■•. or .5280 feet = 1 mile.
8 miles = league.
Additional measures of length in occasional use: 1000 mils = I inch:
liDches = 1 hand ; 9 inches = 1 span ; H feel = 1 military pace ; 2 yard.< --
1 fatliom.
Old Land Measure.— 7.92 inches = 1 link; 100 links, or 66 feet, or 4
poltss 1 chain; 10 cliaius = 1 furhmg; 8 furlongs = 1 mile; 10 square chains
= 1 acre.
Nautical Measure.
W8026 feet, or 1.15156 stat- j. ^ , „autical mile, or knot.'
ute miles )
^nautical miles = 1 league.
60 uauti.-al miles, or 69.168 I ^ j degree (at the equator).
statute miles ) ** . , ......
3C0 degrees = circumference of the earth at the eqv\al.ov.
I *T//e Biit/sb Admiralty takfS tbe round figure of 6080 ft. wAiicb \s t\\e
' /merbofiJie - mi'ssured mile " used in irialu of ves-sels Tile value \a,v\e'
^P^^rtf^'^diffttTrSr^y'^^'''^'^''''''''^ Miensures of theeavtV*^
h
18 ABITHMBTIO.
Sq.uare measure.— measure* of Snrfhce.
114 square incites, or 183.35 circular I , „^ -„ ^
inches ^=1 square fout.
9 square feet = 1 square yard.
30J sijuaie yards, or 373} square feet = 1 square rod, pole, or perel
40 square poles = 1 rood.
4 roods, or !0 sq. chains, or ISO sq.
poles, or 4810 sq. yards, or 435b0
sq. feet,
6J0 acres ' = 1 square mile.
All acre equals a square whose side is 208.71 feet.
\ circular inch iff the area of a circle 1 inch in diameter = 0.7854 (qn
inch.
1 square inch = t.2732 circular inches.
A circular mil is the area of a circle 1 mil, or .001 Inch in diamri
1000' or l.CWO.OOO circular mils = 1 cii-cular inch.
I square inch = 1,373,239 circular mils.
TliK mil, and circular mil are used in electrical calculations iuToU
I lie dianipter and area of wires.
Solid or Cubic measure.— measures of Volume.
1788 cul)ic inches = 1 cubic foot.
87 cubic feet = 1 cubic yard.
1 cord of wood = a pile, 4X4x8 feet = IsSt cubic feet.
1 perch of masonry = I6J x W X I foot = 34i cubic feet
lilqnld measure.
4 gills = 1 pint.
3 pints = 1 quart.
^ 'I""'"* - ' ^^'"'" I Kng. 877.374 cubic (nches.
31 J iralloiis = 1 barrel.
4-2 Kail mus = 1 lierce.
~' barrels, or 63 gallous = 1 hogshead,
84 callous, or 3 tierces = 1 piniclieon.
3 hdgslieads. or 136 gallons = 1 pipe or butt.
3 piiM's, or 3 puncheons = 1 tun.
The U. 8. gallon contains 331 cubic inches; 7.4805 gallons = 1 cubic t
A cvliniler 7 in. diam. and 6 in. high contains 1 gallon, veiy nearly, or i
cubic inches. The British Impel ial gallon contains 3i7.874 cubic ini
= 1.30033 U. S. gallon.
Tlie miner's Incli.-(VVi':<tern U. S. for measuring flow of astr
of water).
The term Miner's Inch is inoi-c ur less indefinite, for the reason that (
foinic water CDinpanies do not all use the same head above the centr
the ii|)ertiire, and the inch varies from 1.36 to l.'S cubic feet per mil
eacli; but the most coinmou uieasnrement is thiotigb «n apei-ture 3 ini
high and whatever length is required, and through a plank 1} inches tt
Th.' lower edge of the aperture should i>« 3 inches above the bottom oi
nieasnriiic-liox, and the plank 5 inches high above tlie a|>eriure, lliiis r
ing a G-incli head above the centre of the stream. ]<^ch square inch of
opening represents a mini-i '< inch, which is equal to a flow of H cubic
j)er minute.
Apothecaries' Fluid measure.
60 minims = 1 fluid drachm.
8 drachms, or437j grains, or 1.733 cubic inches = 1 fluid ouuce.
Dry measure, V. S.
3 piiiis -: I rpiart.
8<|iiHrts = 1 |>eck.
4 ]>eoks = ] liiisbel.
used only to denoiea rate of Hpffil. The length between knots on the
ilae b jig ot m I*' "'•nrflu.i ft . when a \ta\t-in\iu\v« b\m& \» msmj
tb»t»tpitidr' 4 tu 10 nauUeal wUes p«r)M>\u.
WEIOHtS AKb M^ASTTRBS. Id
The sUndard U. S. bushel is the Wiochi>gter bushel, which is in cylinder
'omi. 18^ iuclies diameter and 8 inches deep, and contains iiiOAi cubic
netaes.
A siruvlc bushel contains 2150.1-2 cubic inches = 1.344S cu. ft. : 1 cubic foot
:0.80^'<6 stnick bushel. A heaped bushrl is a cylinder 18^ inches diam-
:ier and 8 incliesdeep, wJih a heaped cone not less than 6 inches faiKh.
t is Miial to li^ struck bushels.
Tlie British IiiiperjHl bushel is based on the Imperial gallon, and contains
ISDCti gallons, or 2-218.19-.! cubic inches = ].2837 cubic feet. The 'Englihh
inarter = 8 Imperial bushels.
Capacity of a cylinder iu U. S. gallons = square of diameter, in inches x
wfelit in inches X .0084. (Accurate within 1 part in 100.000.)
Capacity of a cylinder in U. 8. bushels = square of diameter in inches X
leiglit in iuches X .0U03(iS2.
supping Meaanre.
Segater Ton —For register tonnage or for measurement of. the enthe
nteiiiai capacity of a vessel ;
100 cubic feet = 1 register ton.
This nuinlier is arbitrarily assumed to facilitate computation.
Sliipping Ton.— For the measurement of cargo :
. shipping ton.
40 cubic feet = < 31.16 Imp. busliels.
( 1 U. S. shipi
;= -^81.16 Imp. bi
( 32.14S U. S.
1 1 British xliipping ton.
43 cubic feet = -{32.719 Imp. bushels.
1 88.75 U. 8.
Oarpetiter'a Rule. — Weight a vessel will can-y = length of keel X bread tli
t main beam x depth of hold iu feet ■+■ 9.5 (tlie ciihic f<*et allowed for a ton ).
1w result will be tlm tonnage. For a double-decker instead of the depth
f the hold take half the breadth of the beam.
neaanres of Tt^elelit.— AvolrdupoiM, or Commercial
Weight.
II) di-a<-hnis. or -iST.S grains = 1 ounce, oz.
16 ounces, or TOOO grains = 1 pound, lb.
•28 pounds = 1 quarter, qr
4 qiiartei-s = 1 hundredweight, cut — t1'2 lbs.
20 hundred weight = 1 ton of 2-240 pound.s, or long ton.
'2000 pounds = 1 net, or short ton.
280J.6 pounds = 1 m<-trie ton.
1 stone = 14 pounds ; 1 quintal = 100 pounds.
Troy W^elght.
34 grains = 1 pennyweit^lit, dwt.
20 pennyweights = 1 otmce. oz. = 48i»gi-ains.
1-2 ounces = 1 pound, lb. = 5700 grains.
Troy weight is used for weighing gold and silver. The grain in i\\v siitnf
1 Avoii-dupois, Troy, and Apothecaries' weights. A cai-at, used in weigliinK
iamonds = 8.168 graius = .205 gramme.
ApotbiecarieM'' Weight.
20 grains = 1 scruple, 3
8 scruples = 1 drachm. 3 = 60 grains.
8 drachms = 1 ounce, % — 480 grains.
18 ounces = 1 pound, lb. = 5760 grains.
To deterwatne tvAetber a balance Iias unequal armH. -
•vriiMKliinir mi urticle and olitm'iiiii.: •'quiti'iriiiin. transpo-e tUe a.vV\«V?
>'e,^jje,j ,u Q^g pan Of lh« baVvuce a.^
20 ARITHMETIC.
Doiinlprpoiae it by Rny c^onvenlenl bi>nvy arlldm placed on llie oilier pti
Remove tim nrtii-ie in be wplfhed anrl Mihslitnle for 11. Rlnndnnl urlebl
iiniil (^qiiiiHiiHf isR^^aln e.-<lablinl>e(l. Tlu* iiniuimt of these \M-i);b(it te III
wvighi of llie articlti.
S<?e<iD(l, by trniispusiliou. Deteiiniiie Hie iippsrent welKlit of ibe artte)
&9 unuhI, then its sppnreiit weight afler trHuspot^iuir the artielt* and
wei(fbts. If the difleience i« siiinll. itilil Imtf the difference »o)lieMn«ll«
of Iliu apparent, weiitbts lo obtain Ilie U'lie weijflH- If 'he ililTernnee is
per ceift ifiw eri-»r of ibis uieiliml in 1 narl in lO.OOO. For larger difft-renc
or lo obtain a perfeciiy neeiiruie resiJt. i>iultjply the two apparent ueigli
lo^fetber and exti-act tiie mjiiiire roui <if the pruducc.
Circular SleMsure.
80 seeoiiils, " = 1 minute, '.
60 mUiutes, ' = I ilep"ee, •.
90 decrees = 1 4uadraut.
too = oirciitnferunce.
'Tinie.
to seconds = I ininiile.
60 nilnuCes = 1 hour.
2* hours = 1 day.
7 days = I week.
365 days, 5 hiiiirs, 48 fnliiiile" 18 seconds = 1 year.
By the Oregorian Ciileiidar every year » liose liuitiber is diviHi)>|u by i in
leap year, and cuniaiiis 366 dayB. Ilie <'llier yenra conlainlug 86.') dayx, ea
eept ihaL the ceiile-siiiittl years an* leujj years only when Hie number of th
year is divisiljlrt by 4(10.
Tile ooiiiparalite values of mean solar and sidereal time aresliotrti by
following relHiiiins aeeording to Bes.sel :
]|65 S'l-JS-.' iiieuii M^liir day.s = am.HWS sidereal ilayg. n hence
1 mean solar day = 1.00273791 Hiilereal tiaya;
1 Ridereal day = Ofl9Ti8957iiiei»n solardiiy;
94 hours mean Bohir time = 241" 8" .V.v.V.'i sidereal time;
24 lioiirs sitleieal time = ^? 50" 4".0!)1 mean solar tiine,
whence 1 mean solnr day is S" 5S" Bl longer than a sidereal day, reckoned
meuu Kolar time.
BOARD AND TtmBCR fllEASUKE.
Board McBsurc.
Ill hooril raeasure boanls are .•Ksnmcii in lie i.ne inch In thlckues*. '..
obtniii ilie number of feet board iiieusiire (B. M.) of a board or Klick i
square lluiiier, nuilliply toKetber the lenelli in feet, Ihe breadth in feet,
til" ibiclineR.s in iiielie,s.
To compute tbe meannre or Hurface In aquaro feet.— NVtaei
nil liiiiiensions are in. feni. miiliiply Eije Jetr^tii by tbe hrftullh, and tbe pro
diift >vill (five the snifiu-e irijiiireil
'VVhrn either of the iliineiiuioiiK me in inches, niulll)ily ae above and diTid<
tliH product by Vi-
Wlirn all dimensions are in inches, multiplvas V>efore and divide prodno
by lU.
Timber Jneafinre,
To compute the volume of round timber.— IVlien all ilimen
liiousaiein fett. iniillinlv tbe lenelli by urie p|iiiirter of (lie piodiiet of tl
menu trirlb and diaiiieler. nntJ tiie poiliiet will Rive the measiireitieiit
cubic feet. Wlieii lei/Klh Is Riven In feet and girth and diameter in Ineln
divide the product by lit ; ^\llen all the dimeiiiiionsare in inches, divide
l"i«.
To compute the volume of sqnarfi tlmbor.-When all dimt
Bious are lu feet. mulii|ilv i..>;.-iher ilie l.-nt'tli. In'«:<dtli. and depth; thi
Kiy-iMJui-r u/Jl In' the n/liirrif in ciililc feel. Wlipu ■Hie dimension is eiven '
fZ/ff, d/rii/f ttr 1:'; trben rivo iliiiien.sinnH are in inches, dV<(\i\eV>5 VM\
W 'Ofve aJtneasiaus are in fneies, divide by 17s9.
C«at«titn tn F«et «r J'vlctn, Bemntlliis, «nd TtinbAr.
Leagth la Feet.
13
II
18
IS
3fl 93
SI
38
Feet Board MuASur«.
IX >
ix «
tX B
IX ID
tXM
ix s
ix ID
IX 13
«XK
iX 4
1X H
ixm
<xn
Ix i
Sx 8
1X13
i-KH
ax »
S y ID
i X IS
«XH
:i)xio
1DX13
MXH
1! X ]i
lixH
11 XH
8
9
u
]i
19
IS
18
17
M
14
le
18
SO
93
91
»
1«
1»
21
Z4
ar
2»
3-J
S5
a)
S9
97
30
as
S7
40
43
Si
28
!i3
38
40
44
48
ee
ffl
as
Si
4-J
47
Bl
se
81
«i
S8
m
38
40
M
48
w
ao
35
40
4S
60
Gfi
SO
u
38
4-J
48
ei
m
ee
78
78
«
•IB
66
6S
70
77
B4
U
18
19
SI
31
w
19
Si
ss
M
29
33
36
40
44
48
62
32
S7
4a
4S
S3
59
01
to
^
A7
S3
00
er
7»
SO
W
«
W
B«
72
so
8a
se
IW
M
fl5
75
U
^
10S
lis
m
3S
43
^
64
BO
01}
79
7S
+8
56
W
7-2
80
m
se
104
80
TO
80
90
ItX)
no
lao
lao
TS
SJ
86
10«)
IJO
la-i
144
i&e
M
BH
J12
12G
140
154
168
isa
ei
13
i«
a;
107
117
138
139
BO
S3
107
120
].3l3
147
180
ITS
»e
irj
138
1)4
160
ITS
IK
308
lij
m
J49
18S
m
20j
ifJl
Si3
100
117
jas
IM
137
193
200
9t;
120
140
160
180
a«o
e-jo
S40
360
1-W
m
IflT
£10
:i33
257
aBO
5k!S
141
16«
19i
916
no
i-ei
SftS
313
168
1S6
S!34
3W
WO
8oa
aas
364
196
ffjg
S61
au
327
SS9
3S^
i^
1»
»7
47
£8
SO
Efl
Ttt
Bl
9g
87
BO
lr>
03
na
m
113
140'
1(»
1'J«
uo
1S(
tJ4
201
a»
3-JT
3.3li
K
SO
40
£U
SO
10
to
90
lOA
40
60
100
1^
iAQ
m
1*1
150
180
SIO
lOT
am
■Jill
ffliO
3<!0
4*1
4IW
FBSNCH OB ISBTJSIC jnBASURBS.
Ths rartiic unit nf IfiiK-tli if( tJiB metre =^ S9.S7 incli«B.
'^« luelrk' unit c<f ivFji>;lil Ik tliK gmm = 1S.43^ kihIds.
Th(;fullinvliii; pitHsps are UBi?d forBubdivlhiona ami illliitlfiles; Milli = lotn.
CniU = I h- Belli = [ij, Itecn = 10, Hecto ^ 100, Kllp = U«iO, Myrfn = lO.OlW.
FBBNCH AND BRITISH (AND AITIBIBICAN)
Eq,CJIVA|j£NT ltlGASirBli».
Measiirca of lienstli.
Fkkhch. Bbitjjsb Biid D, S.
1 metre = 39.37 Inches, or 8.li8083 foet, or l.OWOl yards.
.SM8 metre = 1 foot.
1 centhnetre ^ ..^S? iiiuh.
£51 c<?ntimetrieB = J inch.
I mlllnsftre — .m937 inch, or t/HS indi, nearly.
1 kUometn = 1093.61 yards, or OMlSt mile.
ARITHMBTIC.
HeasoreB of Surflice.
FaKh'CB. Bhitish.
, „ , I IO.':64 square feet,
1 square met re = , , ,5^ ^^^ y^,
.>St', siquare metre = 1 square yard.
.0929 >quai-e. metre = I square foot.
1 square centimetre = .Ida «qiiare inch.
6.J5'J !-<iuare centimetres = 1 sqiure incli.
i squai'e millimetre = .00155 square incli.
fii'j.'-' square millimetres = 1 iiqnare inch.
1 ctfiitiarf = 1 sq. metre = 10 T6» square feet.
1 are = 1 .-q. decametre = 1070.41 '■ "'
1 hectare = 100 ares = 1076« " " = 2.4TI1 acw.
1 wj kilometre = .386109 sq. miles = 347.U "
1 wj. myriametre = 38.6109 " "
Of Tolame.
French. Bbitisb and U. S.
1 „,.Ki . ^^t^ _ i 35-314 cubic feet,
1 cubic metre = \ ^^ ^^^0 yanta.
.7645 cubic metre = 1 cubic yard.
.OiSa cubic metre = 1 cubic foot.
•. „.,i,:„ .i«„:™^*-» i 61 0'-'3 cubic inches,
1 cubic decimetre = -j ^gg, ^^^ic fooL
28.33 cubic decimetres = 1 cubic foot.
1 cubic centimetre = .061 cubic inch.
16.;)S7 cubic centimetres = 1 cubic inch.
(Millie centimetre = 1 niillilitre = .061 cubic inch.
OHiiilliire = = .610 " "
ilicilitre = = 6.102 " "
iiin- = 1 cubic decimetre = 61. 0--'3 " " = 1.05671 quart
lir-ctolitreordecistere = 3.314 cubic feet = 2.8875 ba'lH
sti'i-e, kilolitre, or cubic metre = 1 .30S cubic yards = 88.37 bush
or Capacity.
French. British and U. 8.
rsi 0'^ cubic inchcH,
■ 1 litre .= 1 cubic decimeire, = \ :«g31 -bjc foot,^^.^^.
1.2.202 pounds of water at tf
28.317 litres = 1 cubic foot.
1.513 litres = 1 gallon (British).
3.785 litre< = 1 gallon (American).
Of ireiglit.
Fke.sx'b. British and U. S.
1 grummo = 15 132 grains.
.0618 Kiamine = 1 Kraiu.
38.35 Ki'i'iKne = 1 ounce avoirdupois.
1 kiloKranime := 2.2046 pounds.
.4536 kilogramme = 1 poiiiul.
1 lo.ine or metric ton = ( -^j- '°° °' ^^ ?«"'«>«•
1000 kilogrammes = -, i^'f g^o'^-dg.
l.dKi iiH'.liie tons = 1 ,,„_„« .M-n .^..-j.
lOlfi kilogramiiu's = "i ' '"» "' 3240 pounds.
Ii'. < >. H. Titniiinn, in liullHin No. 0 of the U. S. Coa.st and Geode
.-. ili-ciKscs the work of various authorities who have compared t
I till- iiicire, mid l>,v ivferriiig all the observations to a common 8
» Miccfeileil ill recimcllinK the discrepancies wiiliin veiy narrom
I- f<illo» ini; are his results for the number of inches in a metre at
I III' comparisons of the authorities named:
1817. Hassler 39,86991 Inches.
1818. Kater .•i9.*.990 "
1815. Bailr 8936978 "
"•— m.ii. SO.SttOTO •'
«9.ai!M6\ "
IMk «».«w«» "
METBIC WEIGHTS AITO llfiASUBES.
IKBTRIO CONTEKSIOIV TABLES.
33
The followiiiK tables, with the subjoined memoranda, were publiHhed in
IM) liy tlie UuiltHl States Coast and Geodetic Survey, ofBce of staudard
Kiglibi and measures, T. C. Mendeiiliall, Siiperiutendent.
Tables for Convertliig V. S. 'WelKhta and MeiMiire*—
Cnstomary to Aletrlc.
LINEAE.
Inches to Milli-
meti'eR.
SS.4001
GO.fcOOl
T«.a002
101.6008
1-.!7.0003
ir2.4003
^7.8004
atJ.aow
288.6005
Feet to Metres.
0.804801
0.609601
0.91440-J
1.2I9-.W3
1.534003
1.838804
8.138604
S. 438405
3.743305
I
Yards to Metres.'
0.9144(K
1.838804
3.7483(»
8.657607
4.57J009
5.486411
6.400818
7.815315
8.339616
Miles to Klliv
niHii-es.
l.lilWiS
3 3lK(iU
4.WJS04
6.«:!ft
8.U4674
9.6560H
]1.3«t.->48
13.87478
1I.48I!-.'
SQUARE.
Sqaare Inches to
Square Ceuti-
metre.s.
Square Feet to
Square Deci-
metios.
Square YaixJs to
Square Metres.
Acres to
Hectare.*.
1=1 6.453
8= 13.903
8= 19.355
1= 31.807
5= H.i&S
1
8= : 38.710
T= : 4.5.161
«= 1 51.613
9= 58.065
9.390
18.581
27.871
37.161
46.453
55.743
65.0:K
71.333
83.613
0.8.36
1.673
3.50S
3.344
4.181
5.017
5 ais
«.(iHi»
7.5;.'5
0.4047
0 mm
1.3141
1.(1187
2 0331
3 JiSl
3 H:)3H
CUBIC.
! Cubic Indies to
Cubic Centi-
metres.
Cubic Ynrils to
Cubic Metres.
Bushels {'<
Heclolitre-
0 35343
0.7048.5
l.i>E737
1.40969
1 .76311
a. 11454
3.4«ft%
S. 1-181
28
ARITHUETIO.
WIBB AND SHEKT-mBTAIi GAVeBS OOBKPABI
c
II
III
\''}
ie .
BrillsliInKVerial
i^tan.lard
iJtlB
■3 o&-« "c"^
pCT
1^
ill!
? s- J;r V. = ^*
S=|llj
B?
^=1
£S
MtlUT
Hitrcli 1. 1SIH.>
lofh.
iRCh.
lllCtl.
lilGll.
linh.
tnilliin.
iudi.
OMOOOO
.41>
MM
18.7
.«
CHIOUOU
.4U
.484
11.T8
.459
DiKJ(ia
.43
,4»
,43a
10.07
.43^
0000
.«it
.Ifi
,803
.40
.4
10,10
.406
uw
.isJiS
.4(M<!4
.Mi
.»
,378
S.4B
,8f5
00
,3S
aci«
.381
.33
348
8.84
.844
0
.34
.S*IH6
.arx
.806
isai
8.33
.813
1
.3
.28!I3
.£^
.2S6
.3
7,0*
.281
2
,!ffll
.!ifi7t«
,se:i
,S«15
.^Td
T.Ol
.9«
3
239
Siflja
.aw
.Sl.'i
.avj
15.4
.as
4
.a38
.awsi
.aa
.£»
.ss.»
t.m
.931
G
ss
.ISlUl
fiOT
.BOB
.213
5.38
,219
e
.S03
.ICSO-J
.l*.'
.19
.IfrJ
4.88
.ao,i
T
,18
.l-lJ-.li
.17?
•ITS
.176
4.4T
.IMg
8
.36S
.lesin
.UK
.16
.I'i
4 oa
.ITJ
9
.143
11443
.H8
.115
.U4
S.66
.155
10
.VA
.lOlSW
.133
.1*
.KS
•HM
,141
1)
,12
.0D07J
.12
.HIS
.110
2.&5
.135
It
.TUfl
.0!*081
.lOS
.105
.104
2 04
,109
iS
.0115
OilSRi
.o«;
.OOSffl
,003
S.34
.094
11
.08!1
,OMOK
.(«
,08
.08
a. 03
.078
15
.m-i
.ti&Tor
.ora
.07
Mi
\M
.07
lU
.065
.oaufti
.WB
.001
,001
I ua
,0625
If
.OiS
OJ.-iSB
.054
.OM,")
O&D
\Ai
.OBtsa
je
.010
.am
.04T
,01S
.04S
!-*;
.03
lU
,(M?i
.OSOifi
,041
.01
.04
1.01
.04.18
ao
.tas
.0:1I9G
_at^
09B
,0:10
.m
.esT-i
ai
■oaj
OvIHS
ua-j
.031
.sm
.ei
.0314
*i
.friS
.osaa-i
,048
.OS
,0:J8
,T1
.03U
33
,(WS
.ceasT
.0-J5
.025
.ft»4
.lit
.0£81
^
.oaa
.CKOl
o-a
.CBOS
.O^i
.58
.sea
i5
.M
.01T9
.O-J
.O-i
.(H
.51
.(Bib
as
.018
.01 69-1
.018
.018
.018
.45
.0188
ST
.018
.oir.il
.017
.017
.0164
.4^
.OlTi
S8
.014
.01 an
.OlS
.om
.0143
,98
.0)611
2ft
.013
.onaa
.Olfi
.01 ;^
.013*1
.35
.0141
sn
.013
.oinoa
.0)4
.Dli
,0121
.31
,01^
81
.01
. 00603
.0133
.018
.Ollfi
.29
.0109
^3
,0OB
.OtfTflS
,oia
.Oli
.OlOK
.zr
.0101
*i
.008
•OOTOfi
.011
.011
.01
.SB
.On»4
31
.007
.0083
.01
.01
.0099
.S3
.0080
a"i
.OB
.00.W1
.00(16
,00%^
,Q0S4
.SI
.0078
ati
(KW
.005
,ooa
-OOB
,0ffr8
.IS
.007
a-
.«H1.'.
^OUHTi
.0085
.OOtW
.17
.OOM
V
oiiaiiu
.KH
.008
.000
.16
,0003
»
,0il8.1H
.OOTB
.oora
.oosa
,18
4i
.Oimi'l
.007
.007
.0013
,11
41
.(KMI
,n
W
.004
,10
48
,CO:Hi
m
^
.OO-Ti
,08
.f
\
.onia
, .o:
/
.00-1* \ .04 \ ^
47
/
\ ,rca \ .«. \
48
/
\ .00\& \ -W \
49
/
\ .O0\ti ', .a \
7
/
1
\ .001 \ ^*\
WISE OAUOE TABLES.
S8
BMSOH, OB €IBOi;i.AR Rfll. OAVfiB, FOB EIiBC-
mttlCAI. WIBE8. ' — '«-
Hum-
ber.
Clrmlar
Mils.
DUm-
eter
in Mils.
Gauge
Nuiii-
i.ei-.
Circular
Mils.
Diam-
eter
inUUii.
:aauKe
', Num-
ber.
Circular
HU8.
Diam-
eter
in Mils.
«
8,000
84.78
70
70,000
364.!>8
190
190,000
435 89
S
5,«l0i)
TO.Ti
75
73,000
373.87
300
300.000
447.33
8
8,000
88.45
80
60.000
883.85
830
330,000
46».0S
«
12,000
109.55
85
85,000
391.55
340
340.000
4H9.90
16
13,000
122.48
90
90,000
300.00
3G0
860,000
500.01
10
80,000
141.48
96
95,000
806.83
380
380,000
580.16
B
S5,000
158.13
100
100,000
816.33
800
800,000
547.73
10
10,000
173.81
110
110.000
831.67
830
830.000
605.69
S
35.000
187.00
130
130,000
846.48
340
8*0,000
S88.IO
#
40,000
300.00
130
130,000
860.66
860
860,000
600. 0<)
45
45,000
813.14
140
140.000
874.17
SO
50.000
3-^.61
150
150,000
387.80
SO
55,000
834.58
160
160.000
400.00
«0
60.000
344.95
170
170.000
418.38
(5
65,000
SS4.96
160
180,000
4-.S4.37
TWIST DRIIiI. AND STEKIi WIBE GAVGfi!.
(Morse Twist Drill and Hncliine Co.)
No.
Size.
No.
Size.
1
No.
Size.
inch.
inch.
inch.
1
.•J380
16
.1770
31
.1300
3
.3il0
17
.1730 :
33
.1160
a
.3130
18
.1895
33
.1130
4
.3090
19
.1660 '
31
.1110
5
.3055
80
.1610 :
' *'
.1100
8
.2010
81
.1590
36
.1006
1
.3010
32
.1570
37
.1010
8
.1990
23
.1540
38
.1015
»
.1960
34
.1530
39
.0095
lU
.1935
25
.1495
40
.0980
II
.1910
86
.1470
41
.0960
13
.1890
27
.1410
43
.09:15
13
.1850
38
.1405
43
.0890
11
.1820
29
.1360
44
.0800
15
.1800
80
.1385
45
.0830
46
47
48
49
50
M
52
5.1
nt
M
57
GO
Size.
imii.
.OHIO
.orffi
(T.m
.0730
.0700
.OtitO
.0f.:«
.0.195
.or..v)
.on-jo
.01«.-)
.0131)
.OI-.'O
.01 0
.0100
STEEb RIITSIC-'WIBE 6AIT6E.
(Waslibiirn & Moen Mfg. Vc>.)
Xo.
Size.
I
I inch.
/■f / .mil
H / .<Bi»
IS / .OSIS
le I .oas9
No.
Size.
inch.
al
.0401
iW
.0181
s;3
.0.50B
V4
.0547
30 ARITHMETIC.
VHB KOI80N WB ClBCCIiAB IIIU. IVIBB CAUGB.
(For tnWt' ijf i.'"pt>er wires liy thisjcaiifce, (riviiiK weighUs. electrical n
aiK'Wi, eti:.. st^w Clipper Wire.)
Mr. C. J. Field {^levmi Indicator, Juljr, 188~J UiUS describes llie origin i
tbe EdiBOii (faiipe:
The Kdlaon viMupany cxpei-lem-eil inconveiilenoe and loss by not bavli
wide piioujfti rarij^** iinr siiOitieiii nuiiilj^r of hizes in rlie existing (jaui
Thia WOM felt mure |iai ticiilurly in tlib eeiilral-Kiatioii woik in mat
ekctrioal deieriniriaiic.ns for tin- aii-eet svrtteiii. Tliey were c-uinpeliisl
inalie use of twii of ilie exlsliiifi eauut^ at ieast, iiierpti.v iulioiluciiif
complleaiioii tljui nun lial^ie to icad to ini8tuk«« by die uuutrucIoi'K ai
liaenieii.
In tile ineBiidescetit system an even distribnlioii lliroiiplimit tlie enl
system itnil u uuiform pressure at the potui <\i delivery are olitainod bye
culnimj: fur a (civen maximuni pei-eemage of low from tlie potriiMaJ :
delivered from llie dynam". In carryiiiK IIX8 out. on aoeoiint of Incki
)*e};iilar Ki^e^^. it waa id'leii iiecessaiy (O use Inrper hizes tlian tlie occitrii
demiiiidi'd. and even 10 ab'siime new Hi7.es for lur^e iiiiderirroiiiiil conductoi
It uHMulS'i foiui<i tliat nearly all mMimfu<;iurei-B bused thf'ir calculation t
tile ctiniliiflivily of their wire on a vHiiely of units, and that imt one tw
the liilest mill, as adopted by tile iiiiM-h Associfttinu und determined fro*
l>r. Mnllliieiiseirii exm^rimenls ; and as ttii.x nn.s tbe uidt eiiipUiyi'd in I
niaiinfHetui-e of tiie KLtJKon Ihui[)s. iliere was a fiirtiier reason for ooiistrui
llig a newBaiiite. Tde eii^iiieeriug ileparliitent of llu- Edison eompiir(
liiiowliiK the reqLiiivnieiiis. bavo di<si(;iied a Xfo^iire that has the widr
range nltiainahlr- and a lai>r«- nuiiilieror sizes wlileh increftRe in a regull
anil uiiironii imimier. The txivis (if the (jrmlniition iKtlie Kei'tionulaiea,*!
tlie iiuiiihrt'of liie wire LMin'espmidH, A wire of lOO.OOd eirctitar iiiilaarea
Nil. 100 ; a w iie of one luilf llie sme will lie No. 60 ; twice the size No. -JOO.
Ill the older gainfeH. as the number increased tlie xize dieivn.-ed. VTll
tills itniine. however, llie mirtdjer IneieaseK wiili the wire, and the nuintli
nniliiplied by lOix) will ■. ive tin' ciij-iilar nils.
The weight per mil-foot, D tH)(MN)a'i'.'7<'.^ iioimd.". ajfreeH with a Fpecll
Kravlty of SS8II, wliieh is the latesi flirure tiveii for copper. Theainpei
rapafity wbicli Ib |>iveii was deduced from expeilments loai'e in the 0.1
pnny'« laljoratory, and is liaaed onariKe of teinperaiuretif 50° ¥. In Ihewll
In laail Mr Field writes, t-oncerninii khukps in use hy electricjil eiiRineei
The B. and S. ftauite Seems lo he in general use f\- tbe smaller sizes 1
10 lOO.OtXI c. m.. and in some enBcs a llllle larger. From helwei-n one at
two hiiniired ihmi.iiniid circular mils iipwardK. the Kilison gciupe or ll
equivalent is prnctieHUy lii u.>ip. and there is n jceuerii) tendency 10 ilesigi '
art »iz»'S above this In circular mils, Biiecifyiue a « ire oa HOO.iJtX). .tOO.OiW, E
UIX), or l.OOD.thXic. in.
In the Hle>!trical IniKiness ihere is a larife use of copper wire and rod ai
other maierialKof tliese large sines, and in onieritiglliein. speaking nfthei
specify injT, and in every oilier use. the general iiietlind \s to gmiplv >pedf
the circular milage, 1 ihitiit it i:> going to he the only symein In liie futm
for the designation of wires, and ihe ntialniug of it means piactlcally I"
adoption of the Kdisoii gauge or tbe method and iDaals of this gaug« as i
correct out for wire Hize.s.
TKB V. 8. STANDARD GAdGXI FOR SHEEV AND
PLiATK IKON .AND STKICLi, 1893.
The t'ommittee on i'oinn);e. WeiL'lit.s, and Mensurt^ of the House
Kenreseiitaiives in WW, In introducing the bill eslahlisblng the new slie
•00 plate gauge, madt* a repm-t from whieli we talte the fuljowlng :
The purpose of this bill is to eKtiihiiNh an antboritativetitandard gauged
the measurement of sheet and plate iron.
There is in this country ui} uniform or standard gauge, and the aan
numbers in different gauges represent liifferent thicknesses of sheelB '
jjHres. This liux given rfse to niiich iiiisiindevslandin^ and friction betwei
employers nod BorA/rien ami mistakes and tvaud^xjfwotu &en\*iv«&n&
•Tlif pi-actlce ot deser/bing the dlftereia tWcVne».s«». «» <.\\ee\. «.v\&. .
Z„r^'^f"^ uiMiibers Jium lieen so long »?»taY>U8tieAa«\A \*tc.wfc»^
Jay iH,tb h^re ami iu lireat Britain tliat ll \R wov <X«:m»i\ sAnVwsX^
*e^ tiiif n.o,fe of cle.si,iMali<iiV: but tliese acsertpvVve «».vi%« ™a»
0AUC4K tOk SHEET AKD PLATE IBON AND StEEL. 3!
8. STANDABD GAfTCE FOR SHEET AND PIRATE
IKON AND 8TBKI., 1893.
1
3
— " s "
- j^ ^^^
b U V Q
0.5
si 1
£.2 1
12 7
fill
till
till
*^5
•im
2 1=1
215.88
wooo
i-a
320
20.
9.078
97.65
xmn
15-3-J
0.46175
11.9062E
300
18. RS
8.505 91.55 ; 201.82
nioi)
7-16
0.4375
11.1125
280
17.50
7.9«
85 44 ; I88.-37
000<)
13-32
0.40625
10.31875
260
16.25
7.871
79.83 ! 174.91
000! 8-8
0 375
9.525
240
15.
6.804
78.21 ; 101.46
OQ] 11-32
ff 5-16
0.84375
878125
220
13.75
6 287
67.13 ■ 148 00
0.3125
7.9:375
200
18.50
5.67
61.03 '■ 184. .\5
1 B-3i
0.28125
7.14-375
180
11.25
5.103
54 98 : 121.09
2 17-01
0. •265685
6.740875
170
10.625
4.819
51.88 114.37
« 1-4
0.25
6.35
160
10.
4.686
48.82 1 107.64
4 1.V84
0. 284.^75
5.953125
150
9.875
4.852
45.77 j 100.91
5 T-3J
0.21875
5.55825
140
8 7S
8 969
42.72 1 94.18
6 1-4-64
0.20:1125
5 159375
1.30
8.125
3.685
89.tf7 1 87.45
7 S-16
0.1875
4.7625
120
7.8
3.402
36.02
80.72
h! 11-64
0.171875
4.365045
110
8.875
3.118
38.57
74.00
9! 5-34
0.1.5625
3.95875
100
6.25
2.835 ':30 52
67.27
10 9-««
0.140635
3 571875
90
5.625
2 552 :-i7.46
60..55
11 ! i-s
0. 125
3.175
80
5.
2.268 -^4.41 .53 82
Vi> 7-64
0.I0t».375
2.778125
70
4:375
1.9H4 ;-J1.36 ! 47.09
13: 3-32
0.09375
2 38125
60
3.75
1.701
18.31
40.36
n| .5-64
0.078125
1.9R4.375
50
3.125
1. 417
15.26
33.01
1.5i »-K'8
0.070:3125
1 7859375
45
2.8125
1.276
13.73
-.30.27
la; 1-16
0.06 .'5
1.5875
40
2.5
1.1:34
12.21
26.91
17| 9-ltiO
0 0.T625
1 .42»r5
36
2.25
1 O-.M
10 99
84.22
18| 1-20
0.05
1.27
32
2.
0.9072 9 765
21.53
19, 7-160
0.04.3re
1.11125
28
1.75
0.79:38; 8.514; IS. 81
20 »-«»
0.0375
0.9525
24
1..50
0.6804' 7 :3-.'4 10 1.5
21 11 -^JO
0.034:375
0 K73125
22
1 375
0.62:37; 0.713i 11.8(1
22, 1-32
0.03125
0.79:37.50
20
1.25
0..'S07 0.1113; 13 10
»i f-JJO
0.028125
0.714375
18
1.125
0.5103 5.493, V. 11
24 1-40
0.025
0 03-5
16
1.
0 4.5:30 4. 882, III ^0
2.7 7-;J20
0.0-.'1875
0.55.5025
14
0.R75
0.3909 4.272 9. l-'
•K 3-]W
0.01875
0.47625
12
0.75
0.3102 3.002 8 (17
27 11-040
0.0171875
0.4.36.5625
11
0.6875
0.3119! 3.:t.57' 7.40
28 1-04
0.015025
0.896875
10
0.625
0.2835
3.0.5.' 0.73
'19 9-640
0.0140625
0.:3.57]875
9
0..562->
0.2.551
2.740 0.(15
:«) l-«)
0.0t25
0.3175
8
0,5
0.220R
2 441 ; 5 3.S
31 7-04 1 ; 0.010937.5
0.2778125
7
0 437.5
0 19H1
2.1:)0' 4.71
82 1.3-l'8010.0ini.5625
0.25796870
6}^
0.41)6-.!.5
0.1843
1.9»:3l 4.37
itJ. 3-:ii0 |0.009.?75
0.238,25
6
0.375
0.1701
1.8:31! 4.01
8) Jt-lL'SO'O Om5l):m /
1.2l8SSI3.'i /
•5>^ /
0.:ur.-i
0 1559
1 .67s\ % -X
j:; .^iJiO O.nnrsiM o
wmsr^
5 '
0.3/2.5
0.1417 l.ri2tt\ i\ -A
0.1270 i.37;^\ a.v
0.1205 \ 2«7\ 5
*" IT-'-'iMOl () . nilH/t40tS:!.'i 0 j
«; 1-160/0.00025 lo'r
""J
4H ■
4M .
4
0 2K|-r,
<'.2'i.5(id.-)
~
/
/
0.2.5
<).U:!-
11*
n\ 2
28
▲RrtHUETIO.
WIBB AND SHBBT-niETAIt GAVOBS COMBABl
^
11
^li
•3
a
=^i
BrJilsh Imperial
BUBiliinl
IM
II
1^ -
Eg
Wire Ciaujsrt!.
(Lepnl Staodiird
luui-EitlBrilnlii
1_ —
Est .
^"1
alllff
Mareli 1, IfflH.)
^m
Int-ll,
iicd.
liieli.
iiidu
Iiiuh.
mill i III.
14.7
Liwti.
OOOOOfll)
.411
.MU
.5
rtwotx)
.411
.484
11.79
.489
CKKHH)
.4a
.45
.m
10. AT
.418
(KXW
.«J1
46
.3iJ3
.40
.4
10. IB
.4114
luo
.4iS
4UiW4
.S6^
.56
.S72
9,46
.575
CO
.38
3EiJ8
331
.as
.34S
8 N
.S44
u
.»
asjrts
.SII7
.SOfi
.sai
8. 38
.11)
1
.S
jsua
.»?8
.SH6
.»
r.ee
.SSI
a
.^1
wr«-i
.S44
.3G5
.-ro
7.01
.2W
3
.SM
ima
.844
,Hh
.ss-i
g.4
.Cfi
4
.1!^
30131
.5S:5
.2SS
.283
G.B9
.aai
.U
It^lSIt
.!M7
.eo5
.SIS
"^
.310
.StB
lOSfrJ
.liK
.10
.19-J
4.ea
-SW
T
.18
]14-J(I
.177
.175
.178
it. IT
.1«8
H
.]3S
13840
.1&!
.IB
,M
4,06
.I7t
a
.149
11443
.14S
.145
.144
a.66
.150
10
.134
lOltfU
.135
.IS
.K'S
3,iM
.141
11
.la
0!fl74
.14
.1175
.11(1
2.95
.ISffl
li
,1U»
OS08I
.105
.105
.104
»M
.100
j8
.D»S
OTIBU
.09!!
.osss
.OUJ
£,34
.004
H
.fm
OWOH
.08
.OB
.06
S,03
.078
IS
Mi
(ftTUT
.0«
.0?
.07i
i.m
.0?
lii
.ow
05(ie£
.oaa
.OGI
.oct
] ea
.oaa
ir
.Q5H
0J5t»
,051
.05SS
06G
i.ii
.OBSJ
]S
.Ot9
o>a3
M"
.015
.oia
i-«
.0£
]H
.OiS
OUSSiS)
.till
.01
.01
I.Ol
.04^
iJU
OSS
0.1130
.0«5
035
.(SW
.81
Mii
2]
Mi
Ov>S46
.0*!
.odi
*t!
.81
MU
«
■O-JB
»£&»»
.0S8
Ois
.OiS
,71
.oai>
S3
.0-JS
02857
.oa.^
.025
.0-il
.91
.IMSl
i4
-om
OsWl
-ffiffl
.0K5
.0««
.50
.on
:i5
.w
oi:a
.Oi
.0«
.ca
.51
.wia
ai
,01B
01691
.018
.oie
.OlS
.46
.DIM
S7
.oia
0I4.B
.017
.017
.0104
.4;!
.ot«
^
.014
oiaiH
.018
.016
.0148
.»
.oisa
at
.013
01 1«
.015
.015
.0189
.85
.out
Hi)
,01i!
OlfflB
.014
.014
.DIS4
.3)
.ow
at
.01
Qoem
.01S5
.013
.01 Id
.sa
.0100
a-:
.009
OOTBS
.OlS
.Ol-J
.0108
.87
.0101
M
.IMS
00TW5
.011
.011
.01
.33
.OOH
31
(M7
COS)
.0!
.01
.W03
,a
.D08B
X,
.otja
OOMl
.0006
,0095
.0084
.81
.oo™.
H*:
004
«»
.OtHl
.IWO
.0078
.IB
.007
h:
00115
.OOMS
.MUS
.OOliS
,17
.ODM
s^
wm
.00^
.008
,ww
.15
.aa»
3!>
tm.%-i
.co;a
.0075
.0053
.13
«)
Ota\4
.iwr
■OUT
.OOlS
.U
41
.0041
.11
4j
,004
.10
4'!
Cft« M
44
.(Xf^ , .08
4S
.mm ' ,07
•II)
.ani ) .00
47
xm ; .05
*l.
.flOU , .04
Jfl/
1
1 .WW \ .Mi
\
f
1
Rb^
P
^M
Hnsow, OB ciBriri,.%R ivii. gat;ge. for ELiecJ
^m TKICAL WIUKN.
^H'^il'in-ulnl*''
Dinm-
eu?r
DUils
Nuiii-
( er.
Oii-ciilar
Mils.
IMttDl-
rter
ID MU<«.
.flilUKP
X 111 11-
bur.
Circlilaf
) >IU8.
Diair
in Ml
woo
91.78
TO
70,000
Ml SH
190
100,000
435 1
e.ooii '
T0.7d
T3
T5,0OU
273.87 .
auo
aoo.ooo
447 s
•.«0O I
ni.4fi
m
fiO.OOO
ixntv,
&.>o
iiO.WIU
400 (
I-i<X»
109 .W
HS
SS.OOO
a»i..'i5
240
S40,0()0
4W S
iS.OOO '
1*J.48
90
90,(K)0
ilOO.OO
two
!WO,O0O
eoo.{
ai.uoo
141 48
95
SS.tXW
soa.aa
280
280,000
sua \
«,(100
158,13
100
100,000
■i\6.:ta
800
800.000
647, i
SO,(IOll
irs.t!)
no
110,000
S31.IJ7
3:.>0
Sx>0.000
Nl-..(
».OlM
is; D9
1M
liO,000
846.43
340
840,000
BWl.l
w.ooo
sou.oo
ISO
18(1,000
800.60
auo
860,000
600^
f^.ooo
215.14
140
MO.noo
874.17
SO.OOl)
ai.'aoi
150
l.i0.0(W
387. SO
55,C»0
KH-.'iS
ItM)
IIUI.IIOO
400.00
w.ouo
3a. OS
170
1711,000
4IS.33
05,000
eM.06
180
1*1,000
4J4.4T
^B TWIST DRILL, AND STBKL WIBG
GAVOK.
^^1 iMui's^.* Twist Drill unil Mia-liiii
■Co.)
Size.
s,..
Siiee.
' >
'(.. SU».
o.
Size,
Inch.
Inch.
Inch.
liwln
^■l
.2890
10
.1770
81
iim
46
.one
^m*
.mo
IT
.1730
Si
1100 1
47
.07M
.tiiao
18
less
83
IISO 1
48
.VM
.8M0
19
.1600
SI i
1110 1
49
.073C
.«)»
an
.IBIO
*^ :
1100
30
.onM
aoK)
ei
ISM)
'
IH)
IflfiS
51
.007(1
■ ^
.-JDIO
83
.1570
H7 .
1040
59
.ntwii
.1900
S3
.1340
8»
1013
M
.0399
,1)M0
fit
.1540
311
01K»5
l»
ORSd
.im
ss
1496
40
0»S0
5}
OSJfl
.1»I0
9S
1470
41
ODCO
36
.048.1
.1880
87
.1440
4lj
0013
37
.048a
.>85fl
•.«
.1403
44
OtSflO
38
.OISU
.l(t»
39
.1800
44
wwo
39
.01 <J
.1800
80
.1
«» (
45
a«80
DO
.OlOd
STBEI. m/SIC-WIRK GAt'GU.
(Wnsliliurii it Mopii MI'b. <V> )
tSiir.
I No.
Hi».
ihcb.
,0878
otu
,04a
No.
Size.
No.
inch,
il .04«1 S5
•& \ .^wx \ ■»
»* \ .WAT \
Btce.
Par«utlieae«.— WiiHii a parealheais is preceded by a plus figa it mj
removed wiilioul cbttDaiUK 'h" value of ilie expiesxiou: a + b -|- I'l -H
2n +-'ft. Wlieii u [ml■«Dthel^i^ i-^ preceded by a minus siuii it may Ije ivml
If wHchaiiKe ihe sirds of ull ihe leritis witlilii iJi-- puienilii-sis: I, '"
— c) = l — -i + 1> + c. Wlieii a pareoLbesuH iti wilUId a i>areiilbi
tbe inner one first: a-r&--jc-(ci — e)M = a - [''-•j
= a - [b - c -^d - f] = u — 6 -f c - cf + e,
A muiiiijlicaiion siKO. X. lias the effect. oC a parentliesls, in thnt ilie
atioii Indicated by ll must be performed before the npeiaiioiis of aild
or 8iibtii)ct">n. n + ti X a + * = " 4 «'» + '>; while (a + t) x (ti +
a' 4- •-'"'' -:- It''- and (a -f 6) X a + b = a' 4- "6 + b.
DlTlrton.— TUe quotient in ijositlve wi en ilie dividend and dl
itvf ilKu >lgiii>, und iieKati^e uiieu (bey liave unlilce bI^hh: aliv ■*-!>-
„ — b = — lie.
To iliviile n uKinnmlnl by a monomial, write the dividend over Ihe
with a line l)<-i ivi-eii tUem, If the expiesdioDs liave coiniuoo fAutoniireil
ihtf t'oinmoii racloi'.s:
tnVix ax a* a* I
a'bx -i- auy = — ; — = — ; — =n; — = r^ = il
I
aby
u»
a* Q»
I To divide a urilynomiRl I'V n niotioiniiil, divide each term of tiie polyuo
jjr llie nionoiiiiBi; C'li'' — riiic) -<- •!« = S/< — ^.c.
Todiviili^ii polynoiiiinl by ii polynoiiiial, ari'iinKe both dividi-nd and •
In tbe onlei- nf \\\v asu'rudiiiir "r de^MirnilliiK powers of some coiul
letter ami kei-ii this arrauL-eiiient ilirouKliimi tlie o|ieralion
Diviile iliH ttrsi lerni of (lie divklind liy liie first term or the dlvlMrJ
write tile i-estilt as the fii St tenii i>f I iir quotient.
Multiply nil Ilie term-- of the divisor by the fifst term of the qnotlfTil
suliirut-'i tbe iirodiici from tlie liividenil. ir there l>e a reitiainUer, cou^
_ll M a Uew diviJenti and prOL'ei-d as before: lu' — 6') ■*■ (a -{■ b).
nil _ ;,« I tt + i).
a'+nb \n - b.
-all
b'.
di4n|
I difference of two equal oilii (lowers of any two numbers
' lli.-lr iliffei eiiCe and alNO by llieir Riiiii:
(,j> - b>l + (,t _ i>. = „" + «t. + i.'; <i»* - h») -t- (a + 1) = «» -j
• Tile illlTrieiiee of two eqiml even iiuwers of two uuiiibers 1b diT
Kir- dilTeience bhiI mIso by their sum; (o' — b') -t- la — b) = n -+- ^-
Tbe stun of t»o equal even jtoweiH of two ininiber- Is not divtstbll
\lier ilie dilTereiiee or tbe Kiini of ihe nniHber»; but when the ex|io
feoeli of tlie Iwnequul po\rerK is eniiif.osed of an odd and an even fill
lie Slim of tbe given power ih divisible bv tlie sum of Ihe powetB eipr*
the even factor. Tims £* -f- y' <8 not divisible by j: + j/or byx — », ll
jViRlhle h\ X"* -1- W*. I
Simple equation*. — \n equation is a slntemenc of equality bet<
1 explVNsloIis; «-. a -|- /# = c 4- d, I
,V NJNii'le eqiiathiii. or e<]tialion of the flfst ripyree. is one wliich cool
Dl.v tbe liii-t puuer of Ilie niikMowii quuiility. If equal clinOKefi be «
ly addition, biiMraeiion. tnuliipIlcatioQ, or division; in both sJdea o
qinitioii. tlie itrHiiliM uill be equal.
Any 1. nil may lie cbanKed frotii one Hide of an eqtialicm to anotJier,
liird ius sign be olninKeU: a + b = c + rf; « == e -[- d - b. To «>t»i
jiiMtioii liHvnig one iiiiicoown qumititv. tninspose nil tbe terms ln»o|
be Diiknowii iiiiitiitily lo one hiiIo of tiie equation, and all Ilie other ll
I the o|l-er BiiJe; eonililiie iiite teriikg, and divide botii sidev by Iho OOefll
f the iinlfiiown q;iiiniilr.
S'lvc Hx - ■i'i - i'ti - ■Vc. 8* 4- Mjr = «» 4- VO; lljr = W: j = V an«, I
tlntple iili.'"' ■ '■' T"- ■ ■' '-jning one iiiii%iioMti qufli ">• •*'"
iiijiking : tty. 1111,1 Kialint; tlie i<
oblem to '.' • qiiatlou, iiikI then K<'
" '•■" ,1.- -c n hose 8UI11 Is IHi.ml diff- '■ ..^- .-. .
;r -t- 14 r be greater, x + jt -{- M = Hi. SU=!
treble exceeds &n hk uvucb aa \\« dnoV^];
iXGEBRA. 30
Bqnatfon* eontalnlnc tw^o anknoirn ^nantltlea.— If one
Mjiiatiuii conuiiiiH two uiikiiowu quantiiieH, x and y, aii itideUniie number of
(urn of valueti of x and y may be found that will Hatlisfy iIm equation, but if
twcood t^iiation b« given only one pair of values can Iw foiiud iliat will
■dsfy boih eqimtlons. Siiuultaneuus rqnatioDii. or ihose that may be aatis-
led by (be same values of the unknown qiiaucities. are solved hy uoinbininx
tte rquationg so as to obtain a single equation coulainiOK ouly one unlcuowu
fluiUiy. This process is ealied elimination.
SiiMinatioii ou addition or siihliactinn.—'MultipW the equation bv
Mdinnmbere as will make tbe coefllcients of one of the unknouu quantl-
tia equal in ibe resultinKr equntiun. Add or subtract the resulting equa*
tioBii accordinic as ihey have uulike or like xi^ns.
Hnln. J 4r + 8tf = 7. Multiply by 8: 4x + 6y=U
"""^ \ix-6y = 3. Bubti-aot: 4x - by = 8 111/ = 11 ; y s 1.
BulMtitutintc value of y in first equation, &c + 3 = T; a; = S.
Kliniiualion by tubittHutioiL. — Krnm one of the equations obtain tbe
nlm of one of the uuknonn quantiiies in terms of the other. Substitu-
tne for this unknown quautity its value in the other equation and reduce
Die multiug equations.
-. J«« + 8ff = 8. (1). From (1) we find* = -5-^.
I a* + 7^ = 7. (2).
SubiUtute this value in (.2): 8(^— ) + 7y = 7; = S4 - 9y + 14tf = 14.
tbencsp = — 8. Bubstitnte this value in (1): 8a; — 6 = 8; a; r: 7.
ElimiMiitioH by comjuirinon. — From each equation obtain the value <t
ou of tbe unknown quantities in terms of the otiier. Form on equation
^ ttvm ttirse equal values, aud reduce this equation.
\ix-9y=U. (I). From (1) we find ar=^ii-^.
i \3x-4u = 7. (2). From(2)weflnda;=-^tJl.
Equating these values of x, "^"'^ = ' ^ ^ ; 19y = - \0; y = - 1.
I Substitute this value of r/ in (11 : 2x 4- 9 = 11 ; x = 1.
~ : If iliree simultaneous equatious are Kiven containing thrt^e unknown
-' ■ tnamities, one of the unknown quantities mnst be eliminated between two
. J ^irs or ihe equations: tifn a second between the two resnltinKeqiiutionx.
' I ((utdratic equations. — .\ qnadi-atic equation contains tlie siimire
I if (lie unknov^n quutiiilv, but no hi);l)er power A pure qimilralic "oniiiir^s
' UleaqiiHre only; an affected quadratic botti the square and ilie ttist ]io\vei-.
■"■' Til tolve a pure qiiadiiiUc, collect the unknown quantiiies on one sjile,
ind the known quantities on ibe other; divide by the coeflicient of llie un-
known quantity aud extract the square root of each side of tlie resulting
tq'iation.
iiolve 3x» - 15 = 0. 8x» = 1.5; x" = 5;x= V6
A root like ^s' which is indicated, but which can be found only approxi-
• mately, is called a surd.
Salve 8x» + 15 = 0. ajr» = - I5;a;« = -6; «= V'-R.
The square root of — S cannot be found even approximately, for the Kqnare
of liny number positive or negative is positive; therefore a root wliich is i"-
liicatetl. but cannot be found even approximately, is called imiiginaiy.
T'l tidce 'in affected quadratic. — 1. Convert the equation into the form
o-r* ± -ialtx = c, multipTyliig or dividing the equation if necessary, so as
■o make the coefficient of x' a square number.
i. Complete the square of the first menilier of the equation, so as to con-
I vert it to the form of n'a;' ± •-'«&? + d', which is file square of the biuatuilvV
i ox±b, HK IiMowe: «dii to r-ach slile ot the equation the square of t\\ft quo
' Hent nhtaiiied bj- dividing ilie second term by twice the SQuare root oV V\v
^W /W777, ^
X Eitract tite stjasre root of each side nf tha i.ao..ii.i ••
w«//./j'*.r-».«»-'-7aer=fle; /Xni^^T^-?'''"'' °' 't" a square numto
Oonifiete Che square: ftr» - l^^I^ t j/vf^^T -; ^a = 4.
' -4~ 4 — i/vj .T *' ■«■• = 4.
■r*- 100. Kxtiact the root: 8x - S
ALQBBRA.
. wlipnce * = •! or - 2 9/8- Tlie wjuare root of 100 Is either + 1
Him;*' Lli*- jsqiini c of - 10 us n-cll hk + 10« =; ICO.
Pniblenii* inv4)lviiiK quadratic i*qualioiiK have appaivntly two vollltj
a qiiiuli'HiJL' Unn l«o nnitn. HoiiifliintfH hiith will bo tru(? «oliilions, T
eraliv r>iii> oiilv uill \n- a uoliitimi stid the other be luconAlMent
L'oiiJhiun^ of ihe I'n'lileui.
TliKSiiin of the sqimrt^s of Lwo cotiHeculive positive numbera I8 4&I. Jl
Ibe nunilx-ra.
I<ot X = one niimtx'r. a- -|- t Ihe oUier. j:' + (.t 4- !)• = 481. Sa-* + it -t
- <*"•
afl + x = SM. CoMiphMini? the KjUHre, t« -f j + 0,88 = «0 ,«. Extl»Cfl
the root we ohiain j- + 0.5 = ± IS.S; jf = IS or — 16.
The poBitive r.iol glvi* for Uih iiuiitl>i-rB 15 and )fl. The ni^gallve (Ml
in Is iiiuoimMeiil vtitit ihe ui>niUti<iiis of xhv (iroblem. 1
Qtisilralii' equal iciiiiii i.'nnlaliiiiiK lun iiiiUiionii ^oHutitieg require diffcfj
meihods foi- tlieir KoUiliou, acouidiii^ to the form of the equsliom. I
tbftu) nielhdilH leffiviu-e imiNt he inmle to works on algebra.
Tb«or|r of exponenUi V o uhitu » l« a positive integer is one o(
M
equal fni-ioi s of n. y «■" means a U to be raised to the iitib power and I
mil roaii exirauied.
' V 11) iiienns iliai the titb root of o is to be taken and
raised III ilie nitli power.
^To
VV" = \T'i ) = <i ". Wlieiti ilie exponent tea (iictlonMhA^
lnillcat<*« o power, and ihe deuoiuluntor a root, at = 4'"*= i
extract the root of a qiianllty raised to on indicated powa
the expuoeut bv the Index of the required root; aa.
Subtracting 1 from liie exponent of a is equivalent to dividing by o :
»-> =(ti = (i: fli -I = a« = - = 1; »♦ -' =" -' = -; a -' -' = o-" =
a a J
A luiinber with a neBative expoueiit denotes the reciprocal of the oninl
with the corivspoiiiIhiK posiiive r-xpcufiil. J
A fuctur under the rmlicul siKii «how root can he taken raa.v, uyfaM^
the root taken, l>e i-eiuove>l fioin under the rndluiil sign:
A factor outside the radiual «igu may l>e raised to the
power und plae.-d liltiler it:
Binomial Th«or«m.— To oblAin any power, 08 the ntb, ofl
prfssiKii of tlif form j- + <»
II (n - 1)n'
n (n - IKn
r.g laws hold for any term In the expansion of (n -}- x)».
"' of r Is loss tiy one than the number of term*.
: iif a 1> ;i ii.ilni^ ll}f I'ljiiDi-nt (it X. ■
i by one than the exponent oH
:ime as the expoueut of x.
GEOMETRICAL PRORLRMS.
GEOMETB.ICA1. PROBLEMS.
1
Via. I.
}. To bikec't a ktralgltt. line,
or an arc ol a circle iMc. \i.-
Fl"Ora Ihr flld> .^. a U- L-Hllllrs. dl
scriue uixis intfi^ft'iiiii: iit <' aiirl
and limu a line iIiimukIi ( au«l
whioli «ill bisri't lh«- lint- at K oi
arc al F,
1
2. Todratra perpeiitltr.iilar
to a Htrttleht line, or a radi '
line to a clrrular arc.-Miiii<-
iii l'iMbl>^ni I I. /Ms|irr|>>'ni\ii'iHHi
(he line .1 J?, and aUi niiliulto ; heme.
ar
3. To drawra perpendlculcr
|o aHtralght line from aglveu
point 111 that line 'It^v .'i- v\ itii
am riiiliiis. fi-o:;i llie pivcn ).oiiit A in
(lie iiuc B I', I'Ul tlie iiuo ut H iiml
Willi a longer railins descrilje nr
from /fund r. riiiliiiK <'in;li oilier
/). and di'AW ilu- f>ci|j('ii(Ilciilai 1> A.
4. Fromtlieend lora:{lven
line .1 J> to erect a perpendlc
ular .1 i'lFid. ai — FiiHM uii.v iii-nU'
/■', alxire A P, tlHsciihenLMi'L-le |in^slii[.
l)ii'Oiii.'li ihe KJvcn point A, und cut
UiiK tiie given Hue at 1). Draw l> F
Hiid iiiiidiii-e it. iriciil tJie cirtli' «» K,
iinil clmw 111*! I'fipriidicidur A K.
SeciiiiU ilrtlioil (Fli;. 'D — Kroiii (III
Kiveii point A s-t off u diKiunoe A
i.'qiial to three (inrtK. by nuv svalw
and ini the ceiilrtK A and K, m illi i ndlj
of four and live purls i-especl i veiy,
de»eiil>e jirps Inlersvcllii); Bt C, Draw
till" i>ei peniliftdar .1 C.
\uTK — This iiiellicpd is m'lHl useful
on very Iniiie seiiles. whei« sli-sielit
«ilRe)tai«iii;ip|ilit'iil>lM. Any iiiulil|deK
lit the nnndii'i'H M, 4. Ti inny l>n taken
with I lie snine effect ft* II, R. 10, or
li!. 15.
5. T4><lrniv a perprndlrnlar
to u Htral!(li( llH(> Ironi any
point uituout it 'I' Iff. .-> )- I' I ,
Til)* |i<inii A. Miili n Kinieleiil I'udiil4
cut tile tciveii line at K uiid <J, iiiKl
from tlieso poinU descrilM- arcs rul-
tiiiK at B. Draw tiie perpPiidUiulflf
A H.
U. To dra«r a Ntrnlulit line
parallel to a eii'cn line, iit n
Kiv(!ii dVt>\i&vic<( '».v*>'<^''
Vvoil\ \\le cv^wVyvs. A . V.
line, v>i\V\ \\\«- v\'«'-'^'' '^'*"*^
ill ,
'4
M
I
wit
uiiiuajiixniuAii trauBhlSUti.
C
-k B
7. To divide ■ stnOi^
Into a nninber oreq.nal
(Kiir. •).— To ilivtdt- Hie line .^
say, five part.-, draw ilie lin.
an anKle fmnr J; set off B
parts; draw B 5 and draw i>ai
It from ilie other points of rii
A C. Thexe parallfcls uividc
required.
NoiK.— Bya similar pnices
may be divided into a numlx
equal paits; setting off divi
A C, proportional by a scale t
qidred divisionR, andilrawini;
cutliUK A B. Tlie triaoKles /
AiS, etc., are similar Manyl
8. Upon a atralgrbt 1
dra«r an angle equal
Clven ancle (tig m.— i.ei
(tiven uiiKir and /■ 6 tlie line
the point A Willi any radius
Ilieuro /) JS. Kioin i>'willi t
radius describe 1 H. Set off
1 H equal to D K. and draw F
angle t' is equal to A, as i-equi
9. To draw auKlea <
and 30" (l'i»r. «i.— tioni
any radius F J. descrilie an •
and fioin /, »iih ibe same im
the art- at H and draw F H
tlie required angle //'//. 1)
perpendicular H Ktoxhe lias
form the angle o( flU<> F H K.
10. To dra'w an angle
(Fig. 10).— Set oir the di>.tai
draw the perpendicular 1 H <
/ F, nnd join H f to loriii the
F. The angle at /f is also 45°.
11. To bisect an auci
II).- Let .^ t'if be the anule;
as a centre draw an arc eiill
.tides at A, B. From A an
centres, describe ari-s cuilii
other at D. Draw C D, dhic
angle into two equal parts.
13. TliroaKli two
points to describe au i
« circle wltli a clven i
(Fig. la).— From the i.oii.ts A
»« centies, wUXt \.\>e f^Vvvu v»i
BCrthe arm «;»u\\vk bv. C . »
7 with the saute raA^vn <X«
jn.it B.
GfiOkStRtCAL i>ttOBtlStfS.
39
Fie. 1&
\.
Fio. U.
Fio. 15.
18. To find (he centre of a
circle or of an are of a circle
(Fig. 13). — Select lhre« points. A, H,
C, in the circutnferencf. whII apart;
with the same radlux dusoiilie arcii
from these three points, ciittini; each
other, and draw thf two liupe, fi K,
F 6, through thuir intei-8<-ctioiiH. Tlit-
point O. where they cut, is the centre
of the i-ircle or iiiv.
To describe a circle paBslug
tbroneta three arlTcn points.
— Ijei. A. B. C lie the Kiveii |i<>intx. hihI
proceed a'< in laxt proi'leni lo tlml the
centre O, from which the eii-cle nin.v
bedescrihfd.
14. To describe an arc of
a circle passlne tlironsh
three Klven points ^vhc-u
\H the centre Is not available
V (Fie.H) —From theexrreinepoiuts
' A.B, a.s centre-H, descrilie ui-cs A H.
\ B O. Through the third point C
,.-^^ draw A E. B K cutting the arcs.
^iL Divide ji.? and jB E into any nnm-
;u ker of equal parts, and set off a
1 series of equal parts of the same
length on the upper portions of the
arcs beyond -the points SF. Draw
straight lines, B L, B M, etc., to
tlie divisions in A F. and A I^AK,
etc., to the divisions in E O. The
successive intersections iV, O, etc.,
of tliese li e.<! are points in the
circle required between the given
points A and C. whicli ma^ be
drawn in ; similarly ilie remaining
part of the curve H C may be
described. (See also Problem 51.)
15. To draw a tanxent to
a circle from a slven point
In the clrcnmference (Fig. I'n.
— riirongh the given point A, draw the
railial line A C. and a perpendicular
to it. F «, which is the tangent re-
quired.
F/a. te.
16. To dra-nr taneents to a
circle fi-om a point vrlthont
It (Fig. It)).— From A. with the radius
A C, descril)e an arc B C D. and from
C. with a radius equal to the diameter
of the circle, cut the arc at B D. Join
B C, CD, cutting the circle at E F,
and draw A E, A F, the tangents.
NoTK.— When a tangent is already
drawn, the exact point of contact rniiy
be found by drawing a perpeudieulM
to it from the centre.
«SS?^if^«7/»«««.rf'/''*'.*? draw a series of cir-
40
A
on /> describe tlie circle BD, to
the lines and ciitiini; the cent
at £. Fioiii£<lra\v£J'p«rpen(
to the crDtre line, ciiitiiig A B
and from f'des<rribe an arc E
tinK A Bat </. Vitvf O H pan
B P. Kiviug H,ibe cenlre of II
circle, to he drscrilied wiih liie
B E.nnd soon for the next cir<
Inversely, I lie lai pest circle i
descrilwd Brat, and the Rniallt
in siiccewion. Thi« pmlileni is
qiieut list; in scroll wurk.
18. Between two Inc
IlupM to draw a circalai
men! tangent to the line
panalntc tnrongU a. pol
on the line h" C wblcli bl
tbe angle of the lines (t
— Thioiijih i<'<lriiw D A ut ri^hi
to F C \ bisect the angles A an
in Prolilem 11. by lines cuttin
ami frnni C«itli radius CJFd
arc // F (j re«inired.
19. To draw^ a clrenla
tbat will be tangent t«
given linen A It and V
cllned to one anotIier<
Inngentlal point IS I
given (Fir. I9).— L»raw the
line y F. From Bdraw E Fa
lo angles A B : then F is the
of the ciixrle required.
20. To deaerlbe a rlr
arc joining two circles,
touching one of them
given point ( V\k- 20).— To j(
circlfs A ti, FG. by an arc lo
one of (hem xi F, draw the radii
and pnidnceii boili ways. Setc
equal to the radius A C ot lh»
circle; j'-in C H and bisect it n
(lerpHndicnl r L I, culling E.
On tlie centre /, with radius I
scribe the arc F A as required.
2 1 . To draw a circle m
glveu radlnn U that tvl
tangent to tivo given ci
.1 and It (,Fig. 21)— Fmn)
i>f oinle A with radius equal
riidiusof A. and from centre of
radius equal to ii + radius of I
two arcs cuttiiif; each oi her in G
will be the centre of the cir
quired.
22. To constrnct an
lateraV IrVanLsX^ \\i«
belns gVveii > V'\«. •&^ .— Ow '
of ou«- »\«io. A, B. vi\\Vk A. B «
descvibe a.rca c\iM.\\\% o-X. C,
.A C, C B.
OBOUETBICAL FBOBLEHS.
41
Fto. siH.
23. To constrnet a triangle
of nneanal aides kV'\x. :!IJ —oh
eiihrr cud ot ilii- imst? A D. uUb the
side B as radius, describe an arc;
and with the side C as radius, on ihe
other end of the baae as a cenire, cut
the arc at E. Join A H, D K.
34. To eonatruct a square
on a given stralglat line A Mt
lFi(r. sHj. — At -4 eieci a iieriit-ndicnlar
A C. as in Prolilrm 4. L«j- oit A D
equal to ^ i? ; from D and B hk ventres
with radios eqnal A B, descrilie arcs
cutting each other tn £. Joi;ii)i!.'aud
BE.
25. To eonstmet a rect-
angle nritU given base K F
andbelgtat KU (Fig. itr>i.-On ilie
base E Frfraw I he pei-pendiculnra E H,
FO equal to tlie lieiglit, and join U II.
26. To deacrtbe a circle
about a triangle iKi?. iiii.—
liisfut two sides ,1 ti, A C of tlic tri-
nntle at E F. and from these poinis
diavvperpeniliculaiaouttiiiKat K. On
ilie centre K, with Ihe radius A' .1,
dr iw tlie circle ABC.
27. To Inscribe a circle lu
a triangle (FiK -'7).— Hiseot iwo of
ilieanKJes^, C, of tlie triangle l)y lines
cuttins at /) ; from O draw a per-
pendionlur D Eto any sidf, and wiili
D B as radius (Ifsciibc a cirele.
When the trianirle is equilateral,
draw a perpendicular from one of the
angles to the opposite side, and from
the side setoff one third of the per-
pendiciilat'.
28. To describe a circle
about a square, and to In-
scribe a square In a circle (Fig.
•*).— To describe the circle, draw the
diagonals AB,C D of the R<iuare, cut-
<liig at E. On the centre £,', with tuo
radius A E, describe the circlei.
^ To Inscribe tbe s^uaTe.—
Draw the two diameters, A B, C D, w
right ao^rjes, and join the poi"^* -^^ ^
M *° 'o"" the square.
be rfescribed about a. reoi&nirAe. -
about a rectangle.
QEOMETRICAL PROBLEMS.
S9. To luBcrlbe m circle la u
■quare (Mt: 'JUi.— To in)<cribe th«
ciivl>-. .ii-ttw the diaironals A B, CK
Li( the Mjuare. I'litllug at E: draw the
perpendli'Ulir E F to one- Hidt;, and
Willi ihe radius £ f describe One
(.■iicl»>.
30, To describe a RQttare
■ bout a circle iKi>;.30l — Dmwtwo
ijiniiipi>i> .4 /I. ( l> at ri)!lii Hngles.
Willi ibt- ludmsof tlie circle und J. £,
t' and J) a<i ociiires. draw tlie (oar
hair nri'lra wlih-li cross one aaoUMT
in the coinpi-B uf liic Hqiiare.
31. To Inscribe a pentacoa
In a circle <l!'\s, »\<—l)m\\ iiiiun-
cters .-I V. II l> Ml iij:lit Miik:k>>.L'iiitiiif;
at o. Hiseet A ■> at E. niid riiini B,
Willi i-ailuis /•- B. cui .-1 Cat E: from
B. «iih indiiis ii F, t'lii il* L•il•^.•llraf^'^
eiice ul f>. H. and wirb ibf same radlufr
sttji louiul tlie liiclr to /iiiid A'; join
liie r'oiuis so found to form the peoM-
gon.
82. To roniitruci a pentaw
gon on a iclven line J 7< 'I*'!?.
H-') - [• l.'lii i( i-ivi-l n )iei|>fliiiicular
B CUM \W IfhKih "f .1 £•: join i4 C?
Hint [iiolunaii t" A makinBCl»= BC.
Tlifii // O i« ibe i-Brtiii. of tb" i-iic)«
circLiinsi.Tlbitip llif jieiitnC"n. FntHt-
A and /JnMcvDti'fK wllh BOnsi-ndius,
draw nif-i ciitliiiE I'ocli oili'r in 0,
wIiIl-Ii is IliH r-culrB (if llit^ circ-le.
33. To conRtrnct a hexaxoK
upon a Elveu afralffbt line
[Y\\i. a-ji.— l"ii>ni A iimi /'. ilie endsuC
the bIvsii liup, «iih radius A H. ila-
scrihi- arcs L'littinE at r; : from p. witte
IIiH radius g A, deacrilif a circle; will*
lliu saniu rndiiia set. off ^he Hies AG,
G A*. anil /V M O K. Join the )H.into*9
found to fiirm the hexnproii. The 8id»
of a liMxagoii = railliis of its circum-
BcrH>ed i'licle.
34. To InKcrlbe a bexagon
lu a circle 1 1'^^. Hi I. — DriLw ji difiiii-
eter ,4 Cll. Kruni .laud Bus oentreSf
Willi ilie raiiiiw of the circle A C, cut
the cliviiinfeiviice ai li, E, F, O, ami
draw A D, O E. etc.. to form the hnoi-
Kou. The iiLdiiis (if ihp t'inle ih equal
lothcRide of the liexaKon; Ihi-reror*
the points D, E, etc.. imiy niso ho
found by Kteppin^ ihe ratlins sdX
time* TuViTid \he circle. The niiirlu
lietwrei* iVve d\a>w«XfeT ^vi&Wv rtiwst
a hf-xaeon b.i\A aXso vV\e <»»feir\iiT oci'>\^>i
between iv vkWe axiA »" ik.(Ni»i:few\ A^
proti'BKeU Vs tW Aefeveea-. VVW
liexi»K"ii n>as Cf.njevitetiVVi ^-
by tb« use otm WJ-Aeetoe^**"
OEOUETaiCAL PaOBLEMS.
Vie. 84.
Via.
na. ML
23. To coniitruet a trian
of anequal aldea Fitr. .:ai — i
eiili<-i cUd oi ihi- ipii.-^ A i». »iib ilie
sicli^ // an ruUiiis. lU'SCrilji- un ni'c;
and with tlie sid.' C us laihuK. on
other eiiil of tbe btiae a!- a cenirr,
ihe ore at S. Joiti .-J K. D K.
1
I lie
ii'c;
24. To coiiPtrurt a tqnare
on a elven stralirbt Hue A K
iKIh Hi. — Al -4 i"t-i-i a (.(-I |.i-iid(L'iilai-
A C. OS ill Proldt-m t hny n« A D
Initial m A B : from 1< mid fi us i«iiiris
w.th rodiuR equal ^1 B, tlescrl^'e a
i-utllng eachotlierlii A'. Joiii/JA'i
BE.
35. To construct a reefl
anfic with given base t: F
and bplghi f n ii"K. -i'.'.-On ilie
baw K. /•'draw llif pi'i^K-iiJlu'iilai-siri^
FO equal lu tlie liuiglil, and join U^H
20. To dencrlbe a cirela
abont a triangle iFI?. i'lj,
llisi'ii tvvfi -ijili-h .1 /.'. .1 C i>f llle
iiiitflu al K b'. mid fruiii thesfi pol
il'im- perpeiiiliouluiBfUtllnKat K.
I lie oentre if, with Ihr lading JC,
dr ,w Ihe circlp A B C.
ela
I
27. To Inaerlbe a circle In
a triangle (KiK '.'Ti — Hwrct two of
ili.-nut'l'-f A, f\ 'd tliH ii'laii|;le b)- lliiea
iMiiiiiiB III /' ; friim 1) draw a ppr-
|iHialiciilur /> KU> any sid«-, iiiid uiih
t) E as i'iidiii:s d.-sci il«' a uipcle.
When tliD irlaiiKle In fqiilliitcrnl,
draw a ptTpeiidlc'iilttr from one iif 1ti<"
nii^1>*M to the uptiosite side, &m\\ frtnii
lhi»sidf 8(fl off i>iii> thl'il of lln» prt'-
|iiMidlL*nlrii'.
28. To doBc-rlbe a elrclu
about a squnrc, and tu In*
•icrlbe a square In a circle (l-'ii;-
Wi.-To di'sL-ribr* ili^ <-iwlf. draw tin* J
diftj,'"iifils A It, L' l> uf I lit' wiuttip, oiit- i
fillip at E On the L't-utre K. nith thts I
radius A E, di'siribi" Ilic circle. 1
To Inncrlbe the Mnare.— 1
Draw ihp V'wo A\».\\\evv^v*,. X V..«L V>,«^
rlg\n. a.ug\v!e>, ».w\ 'io\\v \.\\tt vj™^* ^^S
C X> , \^0 I OTXW \.Vi*- w\v«w « .
licrta.— \^ v^ve. *»«»«'««
44
GBOlfETfttCAL PUOBLEMS.
Fio. 49.
villi the radius A B, drmirlbe * M
ciri-le: divide the semi-drcumfenHi »
iiitoaR iiiaiiy equal parts as thmi Hi >
to be Kld«« in I lie polyeon— i«]r,iii lUl i
example, flv«8id««. DrawHnnflWi
/I tliroiiKh tlie divisional FOiiiti>D.ti
and c. oniittiDK one point a ; Riid oa
llie ceiitiex B.D, "itfi tlieradiuoilA
cut ^ ft at £ and AeatF. Draw DM,
E F, F Bto coiiiplf te the polygOD.
41. To Inscribe a elrd*
'Within a polyeon (FIkk. 4l,4«i,-
Wlieti I be poly KunTiao an even iiumhrr
of sides (fig. 41), bt>ect two opporita
Kides at A Hiid H; draw ^ B. and bisrct
it at C by a diagonal D B. and witk
the radiui) C A deacrilie the irircle.
When ilie number of sides ii cM
(Kii;. 4'j), bisect two of the sides tfi
and B. and draw lines A B.BD lo»»
opposite angles, interBecUui; at C;
fi-oiii C. with the radius CA, deacribe
the circle.
42. To deaexlbe m, elrdt
'Without a polTCOn (FiKs. 41. 4A
—Find the centre (7 as before, and will
the radius C D describe tiie circle.
43. To Inserlhe a poiygoB i
of any number of stdea wltli* |
In a circle d-'lg. 48).— Draw tin- •;
diniiiHcr A li and through thecenirt -
E (Irnw the iierpemlicnlar EC. culling ■
the circle ai F. Divide E F into foiir .;
equal [laits. nnd set olt three purii
equal to those fmm F to C. Uivl* -
the diameter .4 Binto as ninny eqiul '
partK lis the pol.veon is lo have shie*;
and from C drnw C D, through tte
second point of division, cutting the
circle nt Z). Then A D i» equal tooM
side of the polygon, and by steppinf
round the circiiinfereDoe with ito
leni;ih A Otlie polygon maybe com-
pleted.
TABLE OF POLYGONS L ANGLES.
Number
Angle
Niiiiiber
Ati^'le
Nnmlier
Angle
of 8ides.
at Centre.
of Sides.
at Centra.
of Sides.
at Centre.
Ko.
Degrees.
No.
R
Degrees.
40
No.
15
Degree.
* /
90
10
86
\ "^^
\ 1J^
^ /
72
11
3Jft
W ■"
* /
60
18
1 »1
w ^*
\ '*l
' /
1.1
14
\ ^^
\\«
\ ^*
Pio. 8B.
E AC
35. To destrrtbc a bcxaeoi
about a circle iKik 35i.— Draw a
iliaiiii'lrr A l> h, «nii wilh thf radius
A l>, on the ceiiti-e A, out llie circurn-
fi'i't-ni-e at C ; join A ('. and bi»ec-t it.
with Uie ittdius U Ji ; tliroiiuli EdifLw
F(i, parnllel to .-( 0, L-nlli'iK the diniii'
ft<?r at F, iind wirl» the railiii!* D ^d«*-
WLMibi- Uii? fliOiiiuj<ci-lliiiiK I'ircle >' W.
Wirtiiii t liiii click' deKt,'rll>i< a liHxaK<iti
liy tli>,' jjrreeiliiip niulp|(."ni. A more
cuiivenirnt iiiftiuMl is hy tise of a W-
(iecree triangle. Fimr of the sides
inakt* auKlet) of CO deK>'<'f ^ willi tiii*
fliaiii>-t<;i. »nd ilie fiihcr IvvnniB par-
nllel 10 llie dmiiit-U-f.
30. To deHrrlb4> an ortaffon
on a given nlralKht line >.tig,
3B).-FiLnlut;c llie jiixcii lint' A li Imtii
ways, ami ilrttw pfrprmlicuIiifH A E.,
B F\ bisect the extem.-il aiiiiles .4 and
B by the llntw A H, B C. « liioli uittke
equal lo A B. Draw C /> mid H If p«r-
allel ti) A K. ntid equal lo A B \ from
Uie Centres (J, t>. with the radiUH A B,
cut the nerpi'iidk'iilftis nt K, F, and
draw B >' tocuiiipleie llie oclagtjn.
37. To coDTprt a aqnarp
Into an octagon (Kiir :i7). — i>raw
tli^ <l.ii{;<'ii)ti>; »•! (be .sQiwire euLtlii^ at
e ; from the coriiers A. U, C. D, viitli
A ft MS rudiiiH, dei*cril>*? arc-a cultiitjE
tliH sides lit iin. fk, hut, and oJ, atid
Join tbi; ptiiuis Ko found lu fnrrii the
ociapin. Adjacent sides of an oC^
gon make an angle of I3D degrees.
I
38. To Inscribe an octagon
In a circle iKip. JWj.-lnaw two
dianietei>, A C, B D at risrht angles;
bisect the iiics A H. B C. etc . lit t f,
eti.',,iiiid join At.eB, etc., to form
ibe ouiaison.
^
30, To deiicrlbe an octairon
about a circle iKif;, :iili.— Iittsuribe
II Ml lao- (Hkiiii ibe Kiien I'iicle A B '.
itiHM' peri'eiiilleiil:irs /i Jt. etc . to thtt
diatfonal^, toiioliing llie circle lo for
tile uotauou.
> GEOM ETHICAL PROBLEMS.
ints I. i. 8, etc. Willi the railiiifi A I on F and F' a* centm, dMcriki
». and with ilie radius B I on the etuue eenires cut thexe an.-* as ifacnniji
n Kf|ieHt ibe oiiri-atioii for Ihn MlMi *'
-*— divlHiiiDs (it the irniiMVi-rM) axbu. TIN
aeries of interKfciioDx thus made an.
points in tlie curve. ti.rouKh which Ito'
curve may lie tracvtl.
5th Method (Fik. 4R).— On Ihe t«0
axex A B. D Eaa diauieteiv, on cram
C. (lescriue cirulrs; from a iiuuibvrof
poiiiiR a, b, etc.. In the ciruumfereDoe
AFB. draw radii cuttiiifr ilie liiMt
ciiele at a', /<', etc. From a, b. rtb,
draw perpendiculam In Ab; and from
a', b', etc., drsn- (larallels to il A cot-
ting il>e resiieclivr periieiidiculan at
n. II. etc. Tiie iiiierpectlonF are potutt
ill tiie curve, iliroiitili wbiclj the com
mav be traced.
6(/t Method (Fig. 4(1). — When the
transverse and i-onjuitate diamrtcfl
are Kiveii. A B. C D. draw the tanaeat
E F parallel to A H. I'rodiice CD,
and on th>- centre O witli the ndta
of linlf A B. dftsciilie a semicirak
II O K; from tlie centie O draw an;
number of strHifclit lines to the poiiiU
K. I-. etc., in tlie line E F, cntliiiK the
circiiiiiference at 1, ni, n, etc.; from
the centre O of the ellipse draw
siniiulit lines to the points £,>-, eta;
anil fi (>in tlie points (, m, », etc., drew
pHrallels to G 0, cutting the lines OS,
O r. etc., at /,, JIf. N, etc. These ar*
poinis in the circumference of tbe
ellipse, anil tbe curve iiiaj- lie traced
tiiroutih them. ruintK in ihe other
half of I he ellipse are formed hy ex-
leudini; the intersectlDK lines as iudi-
cated in ilie fiiriii-e.
45. To dPHcrlbo an elllpM
approximately by means •!
ffmilar arc»,— T'li*'.— With arcs
of Lwo ludii U'iK- 50j.-Find tbediffe^
ence of the sfinl-HXes, and Ket it off
fi-om the fentre O to »i and c on Oi
and 0 V ; draw a c. and set off h»lf
« c to (/ : (Irnw d i parallel to a <■; eet
off O e eumil t" O (i; join e /, and draw
tlie puraliels *> »i, d m. From ni, wiih
railiiis »)i C desrrilie an arc throuKh
C : and from / describe an arc through -
D; frciMi '/and >- describe arcs tlirounh
A iiiid B. The four arcs form the
ellipse Bjiproxiinately.
Note.— I'his method does not apptf
satisfactorily when the conjugate axiil
is loss than two thirds ot the trans-
verse nxis.
'M Method (by Carl G. Barti,
Fi^. 51).- In Fie h\ a b is the major
and rd the iiiixor axis of the ellipse
to he aiiproxiinated. La.r off b e vqinl
to l\if sen<\-\\\\w'vr axis <• O, Hud use n «
«.« railHis for \\\e &v« aX, eac\\ cxXtvwv^
of the iii\uor ax'vs. %\»kc\. <• » «. 1 ».\A
lav oft e (| t-mMvA Vo * J, »tv& \3*»! oXj**
riidiiis iiiv t\w' «ic »v eacYv «x.\ve\a\Vl
of Ibv uiayiv axVa.
iVBTRTCAL PROPOSITIONS.
OEOMETRICAL FBOPOSITIONS. 1
irtrht-ansfled triangle tlie square on the hypolbcntitve is pqiiiil to Uw
of the squares on the olhtT two ».1Ji!k.
ttrianpflc^ is e^juilateial. if is eqtitanj^ulMr. and I'ii-e vet\ttf.
istmlght. lint- from tlie Tcr(<-x of bm i«»o>-ltri< iiiaiiKlo bi«*PM lh« Due,
"CUttii? v.'rihMl uii..'l>' liiTl 1^ p. I'pfmJIi'dlHf I') ihe bAse.
'>t< rxlerior HriKlw !• equal <o llie tiun»,
nKnlnr. they Bre Hlmllur anil tbrir]
^■uu ui-e pr«.liii-<^il la «he sauie order, the mm of tb«|
^ four ripflit aiiffte^,
ral. tile Ruin of Iht- inleiiur anK^*^^ fipiaU ftiiir 1 1,
i;raiii, llie I'ppfjiilte biJes afe tyjual *, ihe opji
' ixsecteU by lui dijiKunal; am) Its UingoiiBl» >■
T.
Ibnr« pDtiiLs uvk not in the same atraiglitlinc, a circle iiiay bn piiK6«4]
'WUtbtrm. ]
t*i>(n9 are intercepted on tlie samu cJivIe, tliey are proporliotml t4^\
WmpoiHlInK' aiifcles at die ut- ritiv.
IWIiTS arc similar, ttiey are proportional to their radii.
MX" r-les ar^ pro|>ortiuua1 to ihesqimrM i>r tlit<ir rtutil.
»" liciilur tr. a chord, it bisects Mm chord uiid it l>t9evl«
*'*" iiiooliord.
" iMijgfiii to a circle mvet* it in only our foint, and ll la
I llje rniiiiis drawn lo tiiat point.
• Hlthoiit a circle taiiRcnia ara dr»wn to toufib Ihe clrcli",
- "quul, aiiii tbvy ninlie equal aiif;le« wlih the
■ ints.
I chords or a tangent aiid parallel chin-d, tliej-
'W|ii r^i,ini iin-^ f.r a i-ircle.
*li wiKl'i at I lie i;i roil inference of a circle, Itetweeti two cbOMla. h »ul)-
W by i)i«- "nnu" an- a« nn nnirte at the centre, between two ndll, tlia
eiM ll to hal/ the allele at rlie centre.
'In ijclrcle. il i« rlght-angied.
">■!' nt and cliord, II i* nienFiireil hy onfl half
•■l""''i <•> ""■ rnord; that ia. It is equal Co halt (hi- aiiprte ut
'i.leil liy the chord.
iiit»-r«ei-t each other in a circle, the reetanft'e of thr ai-g-
'~ the i-ooiangle of tlie segiiieiita of ilit> 'jtlier.
^ a rliainelt-r and the other perpendicular toll. tb«
nt.s <>r Ihi' (liaiuoter is equal to the xqiiarx on bat/ the
vii"iii. M[i>: ini: tiaif chord ia u uieau pi-oportiuual b»tW4ea the mbk-
■«< liitf tUaowter.
f
54 MENSURATION.
MENSURATION.
PLiANB SIIBPACES.
aaadrilatrral. -A foiir-sMed flKure.
l>aralleluiiraiu>— •'^ (liiuililliiiei^l with oppu!>it<! t^ides parallel.
KorirdM -t?»iuM.re: four sidrs .-qunl, all nnKlr-H riglii autrles. Kfct
oppo^itp siiji's p'qual. all aunU'S riKhl ttiii.'li->'. KlinmliiiK: fnur.-ldexi
opposite aiiKlf* i>iiial, aiuli-^ K"' "Kl't i.uifltfx. Kliuiiiiiulil; uppo-'"-
enmil. oitiiiislif- anKli''* fqiiiil. Hiiple* imt. riglit aiinli-n.
Xra'MfZlum. A qiiuilriiutfrul witli uiirqiiiil MiteH.
Trai»fa;«ld. A »|iiuiliiliiteiiil ndU ulily oUe pair of oppOSttB
pural i-l.
Dlatroiial of a square = ^^3 x >ld«* = :AUi X aide.
Olag. or a rrctanKip - ^siim of sqiiaivMof iwu atljaccut
Area ot any parallclnerain = Imsc >: altituile.
Arra ol'rlionihiiH or riaoiiibold = pruducl of two adjacent
X !*«iie of tiinrlt* iitclutifii Ji»'i wei'U Un ui.
Arra ol'a trapezlaiii - linll' ilitt (imduot nf the lUagoiial byUwi
of rill- |ii-i |ii-iiilk-iiii'i p. In fail on it from oppnsiit* nuf^les.
Area ul'tt trapezoid — piiuluct "f half (be sum of the two
Bitit-s iiA tiir I '*■» pi'iuiictiiar flirititrn'o l*elvit'"ii ijn-ni.
To flod the area or any qiiiidrllaleral flsurc-
quiuli'lluiei'uliiiiu two tiluii{;ies; ilitsuiii ul ilia uilma uI iuk iiianglej
aifa.
Or, multiply linir the prtxluct of thn two tllaifoiiala by the sine ot
at ih»-li' iniHishftl.iii.
To find the nr«a of a quadrilateral liinrribcd in sell
^l''rit|ii h.iU lilt: hillij ut lln^ tuuf biiiea .-^uljiracl t-ach tililn Hriemily
plv ihi' four rruiaiiiders loEt'dnT; ih^-Bqiiare root of the picwluiit iii
Trianele — A ilirfe-sMt-il pimiij fluuri;.
1 cintoe^s-. — Rijj(hl-an^leil, having oii*^ ri^lit angle; ohtnsie-anK'll
oni" obtiist- anKlt^ ; isos<:eli-8. biivinir two equal anKU;iiand twoequi
equilatural, haviui; ihreii equul KideHaml equal utigleti.
The siiin of the three Hiiglrg of eveiy triniinh' — IN)".
ThR two ocum an);lo<i of a. right augleii triunjjlu urt! conipleinenbi of <
other.
Hypotheuuse of a ripht-anulPd irianKle, the side opp08it« the rigbf i
r: y'sinii of the Hqiiai't'^ uf iLe i>ilier ik\ i> sideti.
To find the area of a triangle t
UliLK I. .UulillilA the LiilKe liy Ijulf the ulliliirie.
Rule i. Multiply half ihoprodifct of two sideg by the sine of tbe lo
atiRle.
ItuLE 3. Froi:i half the sum of tbe three EiitTe<; subtract each side avvvi*
multiply together the half t<um aiul the three reiuaiuJer», aud extract
gqiiiiru root of tlif piodiict.
Theai'ea ot an equilateral triangle Is equal to one fourth the square otl
of Ita sides multiplied by Uie square i-oot of 8, = "' ^, a beUig the side;
4
a» X .433013.
Hypoilieuuse and cue side of rljtht-angTed triangle given, to find other t
Required side = Vhyp' — Kiveu Hiile*.
If tlie two sides aib equal, side = liyp + l.-tHS; or hyp x .7071.
Area of a triaugle Kiveii, to flnd base; Base = tw iet> area -t- perpeodiei
height
Ai-fn ot a triangle given, to fiinl heittht: Height = twice area -»- base.
Tn-o s/den anil hast! iJli'ei' , to Uli'. penieuiWeuVnt \xe\\5,V\\. \.\» b. lrian|;la
vMch ttf)th or' (Jie aiitr!e.s at Ihe base are ac»Ve>.
RvLS. — A" the Ijtixa ik to llie sum <.f lUe swXt^.Ba \s t.\\» fiXtteTftvvc* t^
5«We« ro the rfi/Tf/pnce of l Iih divisions >>V iVu- !>««« tooAk V>5 v\v«.« w*<«
Vtftitiicnlnr. Halt this (JlffiT-noe lieiiin fti\.\oi\ Vn or toV>U»c\^ \To«f
foe base i,//; g/ve ilie two divisloii.s tViereo*. &a eacVv «\4e saAW* u«'
PltAKB 8UBFA0ES.
55
I of the base constltutee a right-angled friongle. the perpendicular is
.iiitkl by the rule pei-pendictilar = Vjiypa _ batiet.
fgon. — A plant- 0gure hiiTiiiK tbreu or more Ride*. Rnrular or
ur, ticcordiiiK as the sides or aiiglvti ai-e equal or uuequal. Polygons
lied from I.1|H iiunibHr of Lht*ir Kiilen nnd aiiirlHS.
And. the area or an Irregular polygon.— Draw diagonals
>)C tiie polyHOn into triaugles, uud UnU tlie buiii of ibe areas of Ihese
and tlie area of a regular polygon i
c. — Multiply itae Wngiii uf a KiUe by llit; prrfiendlcular distance to the
'; miiUiply tlie product by tlie uumber of sides, aud divide it by 2.
alUply half the perimeter by ttie perpeodicular let fall from the centre
; or Che sides.
perpendicular from the centre is equal to half of one of the sides of
>Iyi;on multiplied by the cotangent of the angle subtended by the half
t angle at the centre = 360° divided by the nnmber of sides.
TABLE OP REGULAR POLYGONS.
Radius or Cir-
GuniEx^rilied
1 ;
i
Circle.
^
■a
lA
W4
o"
c'a
!■
a
1
II
1
a
£ II
n
11
r
P
Hi
4
1
TrianKle
. 43*0137
1,
.5773
.2fiS7
i.rs*
120*
en*
■•qiiftrB
1,
1.J14
.Tori
.5
1 414$!
W
W1
Psiitttgoo
1.7304774
l.SH
.Bsoe
,B9na
1 I7.'.6
7-j
1(18
fle^a^oti
S .'iH.'tO^tiJ
l.l.'jd
I.
.(lIM
1.
m
rjo
appcagon
3.ffit39l,i4
1. 11
1,]S24
i.osm
.6877
SlSfl'
1VJ6I-7
actajfnn
i ft3Sia7l
I.OHl
i.sooe
1.S07?
s&sa
J.'i
las
!tKDai;oii
fi.iaifatj
I.WI
l.TO1»
1.37rl7
MV4
Jt(
i40
D^^'a^uii
7.004i.HW
l.ftjl
Mil8
l.SiJ-W
.BIH
SLi
!41
L'n>lei;Rjrori
S M:)(>i:i'J
lint
] .Vi~
l.TfrflJ
.6044
»i 11'
uTa-ll
DuJecaKOn
11.1B515J*
1.037
l.DillU
1.8(i6
.6176
^
isd
a find tbe area of a regular polygon, vrlteii the lenscth
I Hide only Is given :
•LK.— -Multiply the square of the side by the multiplier opposite to the
eof thR polviroii in tbe tsible.
0 And the area of an Ir-
ular figure (Fis. B9).— Draw or-
les Huiuss its lireadth at equal
iiices apart, the first and the last
nate each beinsr one half spaoe
1 the endn of the figure. Finn the
•iige breadth by adding together
leugrths of these Ihies included be-
sii the boundaries of the fljrure,
divide by the number of the lines
'd; multiplv this mean breadtli by
length. The greater the number
lies tbe nearer thu Hpproxiii)n lion,
t /Igr'ii'e of very irreenlur outliriK. as an /nrf/pafm- Hiao.i.,>m r>«.» - v:~v.
ecP»m-engwe, mean lines nmy he 8<,b%tuttVfX.th^''"^ 'f°'" ahlKV
belng-so traeed as to intersect fhe mi./.w.^- ^^' ''"' actual litiea ol t\\e
^race^cut oil way be coniueas&ted hi,v^°^\^'^ '^at the total are*
ojr liiat of the extra epauea In'
OROJffETRICAL PftOBLEMS.
J
49. The Eplcydol
(;riii-iiii>^a liy a piMiii /» i
D C rolliij;; i>|xiii tli« ciTO
ftiKitlier olicle --I C B. Itm
llttl sui-facf Of liih-; iIk* I
iiif ;^fDeriiliDK I'irule. ai;
Ihf funtlanieiital (-ucIh.
iue cili-lr- iH Klio« u ill foil]
wliicli iliH (ft-nt-iatliiK pc
sivcly markpri /', /J', 1)",
U ihe epicycloid.
50. Tbe Hypocycl
Ik ^elibl'HCtHi ■»> a pullit 1
ntiii); circle |-u1lingMn tha
fUHiliiiitelital circle.
When the B>^neit
of tli<? other cirelf
becomes a slralgbt
ratiiieal
bt line. ]
5 1 . Tbe Tr*o(
SclUele'> antl-n-lcS
(FIk. til — W Ls tin- r..diH*
C. I. ■■.'. e'c. ihr aiiis Kl
on K a xtnall iliittanep, oct
JJ Riid i-pntrK <i fill ilie c
(I I. nnd «^t o|T a IlkA Ml
nb- rrotnhnitli railiiiH|
2. join 6 a. Riid so on. ^
jioinis <>. <i, h. r, (1. •■Ic, ill
thir curve fs tu he drawn J
I miivet iiloiiK n ■.ipiiiilii liiif aco'irtiiiir lo any elvi-n liiw, ihe Uilf
limehnvtiiKiiiiaiC^'i'uiaiiKulai' moiton. Tlir llni' i>callml i|i)> t%
Via M. i
The Spiral. -Tti* spiral i^ a curve iltsBcritwd bv nJ
il<
Fio. 64.
If the iiidMiw vrilor inci<
an ihe Mii^iiKiiriii^ anj*lQ
or luiriK (I'-scriiird iu fa<^
Uiiis giuiliiiillv iDcreiikii
tanc« from each otherj
known a* Um B(iiriU olt
<Kif. till. i
Tills curve If oonimot
cams. To Uesci llie li dra
vector ill sevri'iii ililler^
around iho ' ontre, wiib j|
between tbem; stti olt ih? di^sUDces I, a. ■*, 4. t-io . coricspondliq
iilMin which (he curve Is druM'n. ns sliuwn in F\u. M. I
III UiH odiimion H|>lrAl iKiir 61 > lh« pirdi is iimforin: lliat Is, Q
H<]iiidisl«ii(. Siioh a spiral Ix made by rolUns up a belt of Uliifol
ovoiuerBieiAL vsomun.
51
t^«k« ^UaaMjter «r a ctrde tat* wMek « MHata
iliMDeier of a oiwle into wlitcta twolve M^iNsb (ion will Ot. m
AwttUM UiM ire lMm> fouwl tlie dbnwter of the Koulrad
(Hrde, Mid kkve dr»wa tlw riiicHbi^de
of it. Join tiHi eentraa ot tbs tintst
by straiKbt lint*, as shown : we tlien
obtain a rexnlar poifKoa witii IS
sides, eacli sfaie beliifc «Qual to the di-
ameter of a givm lur, we hare DOW
to And the aiameter of a circle oii^
onmacribed atmut tills polyKon, and
add the dianif ter of ooe nug to it; the
sam will be the iliameter of the drele
lulowhicli the rlnsswiU fit. Tbrouxh
the centres A tMdD ot two atljaoeat
rloKs >lranr (be radii CA ita CD;
siuce ihe polyici'ii iwa tweire i4>ies tlie
angie ACD = iO' awl ^CB = I6*.
Oue half of the side ^ D is equal to
A B. We now give the followbig pro-
portion : The diie of tlie angle ACB
w to AB as 1 is to the required ra-
dluK. From this we get the foUowliig
' AB\tf the stne of the angle A CB ; ttie quotient will be the
I drcnmaerlbed circle : add to the corresponding diameter the
•mf rinc : the sum will hn the reqntrpd diameter IfU.
leacvllM KB are of a drvle ivUeh la Coo latce to
. %w a feeaak eoaiyaa% ky ^eau ofpolatslii <he
M aetajE (tweii*— iiupp<iae tiie raunu it *t feet and it ia
Mrtin livn pwiiitii in an arc whose half clioni \* * feet. Draw a
> the half chord, full else, or on a smaller ncitle if more cun-
erect a perpeadicular at one end, thug mnklng I'ecianfrular
dittat<Hi. Erect perpendiculars at points 1, 2; 4, and 4 ffet from
-pendionlar. Find values of y in the formula of the oin^le.
or substituting for x the values 0, 1, «, 8, and *, rtc . and foi;_H^
if the radius, or 400. The values will be v= *■/<»_ x« = ♦'400,
*'3gi. VaU; = 80, lO.nS, 19.90, 19.TT4, 19.506.
' smallest,
iviDK 0.404, 0.879, 0.804, 0.178. 0 feet.
le distances on the Ave perpenriiciilai-H, an ordlnntes from the
and the positions of five points oti tlie arc will be found.
Through these tliH c rve may be
dni<rn. (Rt* nlno I'rohlpin H.)
5fi. Tlie Catenary \* the curve
aiwuiiied li.v h perrucily flexible eoiii
when itR ends are rantened at two
polms, Ihe welKlit of a unit length
OrinK constant.
The equation of the catenary is
/ f _*\
y= -leo-fe "I, in which e is the
ba»e of the Xaperian system of log-
ari'lims.
To plot the catenarr.— Let o
(FiK. 07i be ilie uriKlu <>r cuOnllnates.
Assiftiiini; to a any value as 8, the
equation becomes
Fta. ST.
lotreBt point of the curve.
■ 0 —
9 1' --\
-#v.-M„
V J) = 8.
'^i^^ir*
^« ->i*<*.iti,. . y -. :; ., —
■..;-/'''*'■"*' >■'"'"?
■J~-'ii , -J? .II .
' .''"'Uie" •, ■'"''«:
-,^ '*'' :riv . '"V
■':;i - . ■'^ A 1 =, ■
I — '^.!::;r^'
■ -■■ • . - ... 1. .I ■• n- n/.T -'^ "J
• • . •■ i. ". >'."'•"■. ■■• — ■!> u ;''^ ■"
• ,.■:.. ..-^-.; : -;■- •-:;'-^,^*r^
1-1 ■ ._^ .■ ■
■•'7
■■■«
' 1 »ui
.::■•""■ Ii!-'
'■'■'• ■ ■•' '.IV-- ...
1.- i:;> :•..:. ; ..';
. ... ■ ;< -/■.. .y.-\ — »""T 3-t- .-<s Man is^
' •: i.-i- •-. -ff '• :.-.-.K....i: : -\«- *»;a.< tor °,yj^utr,
GBOMBTRIOAL PROPOSITIOKS.
GEOMETRICAL PBOPOSITIONS.
;lit-mnfrled triangle the squai>? on the hypotbcnuae ill equnl to the
be sc|iiai<-s ' 'ti (hu t>l\wr iwu >IU»h,
ariK'i !!eral. tr is eqiitangiilar. anil r/r<? rer/en.
■»ic I tlie vcilrx uF an isn!4.*rlni [riaiiKl*.- biserttf tlie bniw,
I tl LTiglparKl lis ii»-r)iendk-uliir lo ihu ttusui.
-ii.' is finirtiift-rt, llit< vxlertor tiiiKlf Iscqtial tolhetium
-niitiinllv iKinianKulnr, thev sre similar mnd lUfir
Mill.
iM'fMl in ibe same ordvr, the sum of the
iliRlf^S.
. Slim mI iii^ iiitei lor angles I'qiinl* four- right iintrl<*H.
I he I'ppoblti' sidmi mi; i«(Ual ; ibe oi>|xii-4tt; aiigh-s '
i'-tl by its (lirtBDiiftl; mid lis tiUgyniila l)i»«:l (mjuIi
uta are not iu the same straiRbt Ibu*, « circle may Im piui^d
Ibto'- ! - I cppted on the sanii* circle, they are proportional to
•!•' Ii'^ at the ct-iiti-«.
»• r, Itifv trv priiportioiial to tlieir radii.
i I- proi>ortiona1 to tlie «a(iun« of tlirir rndtl.
r li> a choi'd, it blaecta tji« chord anil it iiiaevts
■.r<I.
'ii i'> a circle niet>l.« it (n only nne roint, and it is
' iiiisilrawn lo tlmt piririt.
• ;( a circle lanKenId are <lr8im to touch Ihw circle.
' fifnal, ana they make etpiai aiii^les wiih lh«}
lilts.
I'.lioi-its or a, tAii|;eut and [larallel uhoiM, the}'
■1.-.
t-renc* of a circte, V>etwee«i two chnnl*. I", •ub-
■II anjrfe at ihe centre. Ijelween iwo roiiii, the
i! t.> half lilt- anple at th« centre.
loirele. ii in rl>.*ht-an);li-rt.
ill and i*lirn-ci, it in fueitKuml by one hulf
' riK'Td; that i$, it is Mjual lo haU tht; ang^le at
lioril.
I'h other In a cii-cle, the rectanftle of the seg-
' tiirle of the seKiiieiiOtof tin' oilier.
I and th» ntlier perpiMuiieiilar to it. the
Mineler fit t>qiial to the sqnjt:v OD biM th«
• ii.iii i-aLriu IS a mean prt^>)7orUu.ial h«ltt'9ua Ibe aetc
liUktfMier.
1^^
58 MBNSUBATION.
Relations of Arc, Cliord, Cltord of Balf <Ite Ar
Versed Sine, ete.
Let R = radius, D = diameter, Arc = length of arc,
Cd = chord of the arc, ch = chord of half the arc.
K= versed sine, Z> — F = diam. minus ver. siu.,
6ch-Cd, ,, Va<'+4l^«x ior« , .. ^
^rc = 5 (very nearly), = — i5Cd» + 8ar« ~ +*=*.<««»
Chord of the arc = 2 Vcft" - F" ; = V2)a-(Z)-ar)»; =8cft-34rc.
('hord of 1
Diameter
=2Vj?»-(«-r)'>; =8V(i)-r)x r.
half the arc cft = r/ca» + 4K»; =VFrr; =,54^1^.
Versed slue = ~ ; = |(D - Vi)»_ ca»)
(or UD + Vjy-Cd*), if F is greater thai
Half the chord of the arc is a mean proportional between the ven
and diameter minus versed sine:
^Cd = VFx (i>- F).
lieiigtH of a Circular Arc— HuyKl^enB's Approxlm
l^t c; i-epreseiii the length of the choid ot the arc and c the lengt
chord of half the arc; the length of the arc
Professor Williamson shows that when the arc subtends an angle ot
radius being 100.000 feet (nearly 1» miles), the error by tliis formula
two Indies, or 1/BUOOOO pHrt of tlie riidiiis. Wht-n the li'nglh of lb'
equal to the radius, i.e , when it subtends an angle of S7°.:J, tlie erit
t liau 1/70S0 part of the radius. Therefore, if the radius is 100.00U (
1000')0
ciTor is less than -^^ = 13 feet. The error increases rapidly t
increase of the angle subtended.
In the uit-asurcment of an arc which is described with a short rai
error is so small that it may lie negle<'ted. Describing an arc with
of 12 inches subtending an angle of 30°, the error is 1/90UO0 of an in<
.57°. S the error is less than 0".001.5.
In order to measure an are wlien It subtends a large angle, bisei
nie.isuieeach half as before— In this case nuiking B = length of thei
half the are, and b = length of the eliord of one fourth the arc ; tliei
Iffl - 21}
Relation ot tite Circle to Its Eqaal, InscrllMd, an
enmscrlbed Squares.
^"■" '""*'%le : .l^'i =^V-Wote<i,uA .<,..«.
••lex l.l^l = pevVmetAC ot eci,u])\ HCfvH
XUE ELLIPSE.
of circle -K .70(1
ofereiice of elide x .22508
tof circle X .»y031-»-diaiiietf r
at circle x
r>r circlf> K
' stjuiue X
' of square
hes X
i.srsi
■4.44-J8
).r.'M
3 SMI)
l.-iTM
I
V — Bidfl of inscribed square. ^H
= area of circumscribed Fquare. ^^
= area of circumscribed
= area of iiiKCrlljed square.
= tlLaiii. of L*ji'Ciim»ci-iued circle.
= circuin. " "
= Oiaiii. of equal circle.
= circum. " "
1
circular inches.
I nH Seementa.— 71» find the area nf a sector of a eir
lUe arc- of ilie a^ctur l>>- half its radius.
io tlif nciiiibvr of ilegrees in the arc, so to the area of
1 of the seelor.
lie nuinbtr of degrees in ihe arc by the nqiiare of
•/ n trgmtnt of a circle: Find the area of the sec(
■ arc, neirt also the area of the triauglo formed by
II an.i iheradli of the sei'tor.
.11 uf these arefts. if ilie segment is greater thnu a sei
^•- iiirir difference if k i^ le^-s.
luVXtr iltlhint: Area of scgiiieiit =-^ (arc - sin A) in which A is
•• ludiuH. Slid arc tlie leiij^li of arc to radius 1.
"f a segment nf a circle when ila chord aud height or
given. First find radius, as follows :
i
1 raquareof half the chord , , . , 1
radius = J- L 5^i;^i^j + heightj.
height
Uie augle subtended by the arc, as follows
half chord
= Sine
radius
tte ang'le. Tnltc Ihe corresponding angle from a table of Btnei, and
~ to get tiie angle of the arc.
arc* of the sector of which the segment Is a part ;
- , , degrees of arc
area of sector = area of circle w
; area of triangle under the segraeot:
chord
I at uriarigle = — j-
aeu
(radius — height of segment),
•I
nrter
(>n of the segment .
id diiniietei' are fjiven, to And the area. From Hie
Ihe lenirtb of the choid. Mullipl.v the remainder
■■•i.r,,,-; 10 the product add the choi-d iiiulllpl/
im by -i.
• n-d by the heighl and thU product by .
II ■-•'I ihe heit;lil divided by ihe radius,
tti'i'i'iii Ihe diameter suljtract the lieitrlit: mulllply the
.Hies (lie lieiglit and exlrnci llie squnie root.
r of the arc aud of half llie arc ami the versed sine i
E^iunl of tlie arc odd four lliirds rif ibe chord of half ilie a
ttin hvtlievecseil nine mid I lie prcdiiclbv .4i>l-2i'i mpiiroximal
KTT"-r '' ■ '!■■'' ' '■ **• '■' " rill?/ itirUttlfti it^'firrvn t'lf*
■ lie ilifTereiit'e between the a
Ihe leH-s rndiiis from thesqi
. ^ .: hv .t.lll.V.).
t llie Ki-eater circle is equal to wR";
.1 of (lie iiraaller, »r*.
UlTer*... . . u. .,..;a.iea of ihe riiig in iriJJ' - r').
Bin P««. — Area of au ellipHe - product of it!;seinl-ase!< x 3.14ISS
= product of lift axes j<^.T65306.
r,— Clfcumference <approxim*t.e \ = %.\\\t ■"
M'oi
I'lH^lr^w the foUfiwlfie ap murf «CC»>rRt«". VJ V>»Tv ^\\.« Vwhtf*
Htiitn nve limes Hie ienglti ol tlie sYior-cT bXte, *»
I
ITIOV.
■ Clrcmrerence = 3.ni0 7^ + ^' - <^^-
^ Wbeo D ia more than 5(i, the divisor 6.8 Is to be replaced by the M
divisors:
I'- "
d
Divisor ;
8, 9.3, 9.3, S.aS, «.4, B.5,
14, 16.
9.6, 9.68,
18, iW, 90. «
9.T.\ 9.8, ».9-.>, R
which n = — ^, , a and b brine the semi axes.
a 4-0
.Jrco nf a nediiuiU 0/ nil ellipne the bafie of wbioh is parallel U>
llif A.'<e«'or llie cllipsH. Uivi<li* ilie iieiehl o( ibu Mnrnii-iil by I)i9
wliicii il in piart. and rtnd tbe area •■f a t-in'iiliir Bi-;?meiu, )ii a lublecl
lar KiifrMixiidi, of wiiiL-li tlm lit-i^lil m equal lo llio qiioiiriil; uiiil(j|>iy (I
lliiM rminil liy the product of Ui» twi>axi-ii of tli£ flli|>8«.
Cycloid.— .^ curve eeoerat*-d by ili« ixilliiiK of n l-ii-oIh nii a plaiMI
LenK'b >if a cyelnldal curve = 4 y diaiiiptcr nf ihe gf>iierHllnf;elf
Li-njith nf tlip l>as« ^ circiiiriferi-iict^ nf ibp |t<>ii)friitiii|| <|I
Ar«tt of a cyi'lold = H x area of pui^erutljig clrel*?.
Helix (Scrcw).-.'^ lii'i' K»'ii(?raie.i by (lie procrt-xsive rulMio
poliii arouiiu nii axtsand e(|iildUiaiit from ibt eciiirv,
Lriiiilh v/ a helix.- '['o lh»- fqunie of (lie clrfr»inif«>iT'nc» d»Hcitli«d
^eueriitliic-poiiit aild (lie uiuari* nf thudlitiancc advano^ In onv rvM
and lake ilie '^<)Mari* root oMheIr aiiin mtiliipUe'l by lht< DUMiiier of
lions of the jieiifrailnK peint. Or,
^ic* + lt^)n = len^lb. a beini; number of revolulions.
8pirala«— bJnc<< ceneratud by the proffresslve rotation of a polol
a tlxtfd »xi*, Nvitb a coontaiilly liiuTeasinK dlHinncu from tlie axis,
A pUtw irffhiil Ik whi4ii Ilie point roiatHK In out* plane.
A ciniiral itjiiial IH wlieii tliv point rotates nnninil an axil) at a praH
dUiaucefroni itiit^eotre, aitd advuiit'liig in lli<^ direction nf tlieaxia, as
a cone
l^iiglh of a plane spiral lint. — When the distance between the <
unifnrin. '
RiiLK— Add together the prcnier and lcs»di«met»Ts; divide their*
a: miiltlnly the j|iiotl»nl tiy .1.1410, and afruin by the uiiinher of retol
O'-. tiike the mean nf the iBntrtli nf ibe grenter nud less oln-uinferelH
mulliply it by the niiiiiber of revnlutions. Or,
rf-l-rf'
Ipnjjth = wH
, d and ri' iieln); the inner and outer diamvtt
Length "f n cnnicnl xpinil line.- .Add tngelber ihe (treatifr HUd lotl
rtern; divide Ibelr xuni by V and (nulliply Ilie quotient l.y 8,H1(J-
xiinirenf Mip product of this oircuiiifereiiCH and (be hUntlier uf rvfll
of Ihe t^lrnl nild the H]ilare of the heJKbt of Its axla and take tlM
root of the sum.
Or. length = 4/('™'^^')* + *».
SOLID BODIKS.
I
Tbe Priam, -To fmtl llu- »iii/ciiy o/<i linlil i>ri»m ; Mulllplr ill*
etet' lit the I.HKe Uy ilie nllltiule for the rf>nvi*x fiiirfac*«*. 1*o Ullft
areas of the two riid« when Ihe entire surface is required.
FoJutiie of a prism = area ot its base K its altltuile^
,1 1 ijfd.— Convex Burfftc** ot a reguVav vvT».Tm\\ :
xlatif bfight. To tUU aAA avea ot \\« \iMI
niiU = area uf ^Mv. X o^< ^l^'^*^ o^ '
I
SOLID BODIES.
itrfart t>f a fnutum of a regular t^/fntmid : Multiply hulf Ilia i
by llie sum of ilie |wiinitrten! uf ilit- iwo IwMes for tlii' convex t
kills add tUe areas of the two btwcs triieii Uir nitue &urfaL-p Ls
IVieviiluiue of It /n(stum of n pffruifiid: AiMlo(:«l)u>r tii«' aifyuinf I
b8£*^ biilI a tiicran pro|>ort}oiiaJ bfm-rcii [tti*ni, and iiiulOply Olo '
oat:' third nf Oie nltitmle. (Menu [iroiiui-Uunul betn-mu two uuiiiljcnn '
? roul ••f their prodimt.)
Sfc.— A wmlgt; is a .solia boniitled by Ave |>lanf>«, viz.: a Tect)»iiKiilBr
^iirup«xoi<]$., i>r two r^^tAiigle.**, iiifcfliiig in un rtl^<^, aud ttvi> tri<
The altitude is tbe prrjirndiL'ular drawn fniui ntiy [Kiint in
plMiie of ttin base,
\tme iif a tceiliif : Add tli<.- l<fUK<li of the edge u> twic<* tlio
, SQil niiiltl|il.v ilie sum t)y tiuv itixlU «t ilw jiichIiicI of the
^ and til" l>r«tdili "f tlie base.
it prianioid.— A r«x;i.uueiilar |uiKiiu>itl is a solid bounded
uf whicli tli^" i«ii IxiM* are recttttiplH*, liaviiis their i;orr«.
:M>ieE parallel, and the four ui>rlglit sUun) of tlie goliiU ure trape-
feVolHVl« iif a ivclovriuhir prismoiil ." Add topHher tiie arnnii of
HOd four ilii\r« the urea of a parallel Rei-iion eqiiitlly distant
•8, Hiid multiply the ituiii hv (>ii« «i)it|i of the aliltndH.
ter. Honvex siirfacrof arylinder = iieriinel^i of hnse y aliltuda.
■Ill iiiH «ri-aKof The two ttulu when the eniire nurfitee In required.
Volume of a cyllndt-r = men of bane >: altitude.
,-Con¥<»XBiirfaoeof fttviiie = circiiilitereiiceof t>us(« X Iwlf IbexlaDt
I tbii add the area of tliu baKe uriiuu tlie entire suiiueo is rcxiuired.
Volume of a cone = arva of bane X ^ altituds.
'' (I /iim^uDi o/ (I roil.".- Miililply linlf ihi» aide by the
' 'eij of th*^ two hu>ei» for the cnnvex Hill face; lo ihla
■. o bavi* when the enlii'e mirfuce in required.
(/re vuliii'te nf ti /lunluin iifa cine: Add together tiie iin^as of Ihu
'• and a mean proportional between them, and multiply the sum
liid of Ihtiallllude.
rem — To find tlm nurfnce of n upheie : Multiply the diameter by the
itsiice of a great circle; or, multiply thu siqiiaiv of the diuiiielcr by
kce of sphere = i x area of 118 great rlrcle.
•■ '• = convex surface of 1(4 circiiinscrlbingcylllitier.
.< the square-'* of iheir (llnnieier*,
Iv the Mirfnei' by one tliii'il of th0
i.-ter by 1,'iiir; that U, by i>.:yJM.
It .In 111 M .l.'i'[iu;ll pl.li.'i--i = ri'.M iUH;756.
hiiiu" uf II sphere = K/.l file volume of its oircimiscrlbioK cylinder.
e« of sfilmr-f.i ftr* tit encli olher Oft the eiibes uf llielr diitmeiern.
rtral trlanarl*« — To/inri the men of a xplirviciil lifttmiU: C'lm- ^m
nurfafe nf ilie quiulriiDtal Iriangbi, or oneeiKlitli ^f tli« xurraci- of ^1
rv. From the isuin of the three aniilea subtract two riRhl aiijcieK: ■
le ri'iniiiiider by ilO, and multiply the quotient by the area or the
tal tHanirle.
rfl-al polrKOn.-royfiid the aren nf n sphrviidl po/i/r/oii ; f'oiii-
surfuOB of the qniiilranlal ti iniiKl*- From tlie sum <>r all thf> nnerleii
the pioliii-l of two riglit ant'les by the number of «idi's less two;
■le reinninder by i)0 and luulliply the quotient by Ilie nrea of the
' '^''**' . ■
■•Id.— The prismoid Isa twilld having? (laralli'l eml orpas. and ^
a of any combination of pi-l«iii(i, cjl'iiilcl-s, weOCi'S, I'.vm- V
.'Ohi-s ..r frustums of tlie same. who«e bases aud apices he in tlie "
10.
m-b 09 t'tllnilfnt anJ conen are hut special forms of ^insms ftniV
- ' -It ral Niitfaoc solids may bi> ./(liiled iiiio i-ltinii»iitury fonna
r,u.-.ii„„s may niso ho siil>cli\iile-l into the ek'iiieviVtvv^
i'p\rHwl% ?f J '"■''•'■'•''•Is '"Ay be awtiivo^-A vulo
I
MENSURATION.
The PriBmoidal Formala,
Let A = area of ttie base o( a prism, wedKc or pyraiiiiil;
Ai, At, Am = U>e iwo end aiici ilie middle wrvas o( s |>i't»iuuiil,
its elemi'Dtary guUtis;
h = altitude of (he prlsmoiJ or eWtaentary solid;
P'= Us volume;
r=l(A,+iA^ + At).
For a prism A,, Am and Aj are equal, = A ; V = -y, 6A = liA,
1 h
For a wedge with parallel ends, A^ = 0, Am = ^| ; V = g{Ai +3A
For a cone or pyramid, J, = 0, Jm = -J, ; r = -(A, +A,) = -^
The pi-lstrmUtal formula is a ri^id foitnula for all pii-;'
apfMOXiiiiatioii involved In its iisr ir in thi; ASKumptioa ili
ihuy lie geuei'aitid by a ligbl liuu uiovinj; uver tiiu bouiKl
UTfUM,
Tliearea 0/ tht- middle section is never lliemean of Iht* t«o eB4
the pri^rooiit cuiilaiiiE nny iiyrniiiids <ir c'oi<eRaniiiUK lis etpint-iitiii
WiifM )bu iliret het;iiuui> are Ftiiiilar in form tbe diiif iin^
artfa. are always ilie meant: of the cmrespnndii.p end iliin-
ofti'n eiiahJeH liie liiiiiensi'iii.H, and lience the area of ttie rt.
he rnrii|int><l finm (he end areas.
PolyodrouM.— A pol.tedrun is a solid bounded by plane |K>ly.
rej^itiitr (-"'I. eui t.ii Ih tjne whose sides are all eqnnl regular p«*),vi£i>ni
Tojittit ffir xirrftire itfu irtinUw p>*f//r(rfr(>M, — Multiply llie arm i
liie fbLH-s by the nundier of taues : or, nnilllply tb - square of oti
edges by the surfuee of ii i^imilur solid nliose ed^e is iiniiy.
jk TASf OP TBK Reqloar Polteoboks whose Eixjcs ahk Vt
Names. No. of Paces. Surfiice.
Telniedron 4 I.T-lilOriae
HexuedroD 6 e.lXllxmiO
Ociuediv.u 8 a.4(i4Ulia
Dixleeiiedron 18 ai.dl.'.raSJ
Ic .Kaedron 30 8 (100 .'.MO
To find the Tolnme of a regular polyedron. _
KUMItee by one third of the jierpendioulur let tuli tiom ilie < eniro
the fjices ; or. niulliply the cube of one of the edces by Hip koU
j^imiliir polveilron ivlios^e •dtre is unity.
Solid of rrvoiatlon.— The volume of nny Knliil r>r rwe
eipnil lu ilifc iiroiluel ol^ til" urea of its eeneniting nurfno? by ilje>
Ibe path of the cenire of (fraviiy of that siurfMi'e.
The convex smface of any solid of revolution In eqnai »rt llie pi
the perimeter of Its generatiug surface by the leuglli of |i«lli of t
of Kinvity.
Crllndrlcal rtnK,— Let d = outer diameter; d' = innvr i
s<<< - d') = llikkneKK =(;-»<• = xevtioual area ; -tcl + d") = me
Met* = V; ir f s oiiviitnference of seotiou ; wU — mean clrcumfe
f itig; surface = « f x « Jlf; = - w' (d« - d"J 1 = 9.86!»5 1 it. = 8 .46:11 (
volume = ' » f> a/.; s= 2.467«(» .V.
Spberlcal Kone«— ■Mii/'or n/ n xfthtvirnf zone or aej^niei
= hs.Tlii ii.:«- ■ 111.' i-licimirpiiiice i.f ii frenl t'livle of lli.> t-yh
li the eentr-
he HUin of ■
I
I
fuUnueof a »i>>i«rtc«\ •e^iment ^tfct
SOLID BODIES.
' •^^■ spurment t >. ami lti«
lnht I ailcl till- tn I'e Ilium
wtlir-. unci twice iiiunilri-
(UCt i'V Um- sijlliirt- of lllf I < M, lO I|||'«K
8r« of I he riulius uf tlu* biutf l ibe iK|iiaie of
muliip'y ihf Mtm l>r the l.r.
oreIllp»old. — When tlren-v..jiii] [ uit- spheroid lit al>oi|t
) lUaiuetrr ic is prulatr. and whru about tiie coiijii^aio It U
hre /)/« fi-gmfut of a «p/i<Toi<f.— Square tlie diametcru ot the
Inke llie s(|tiare ixtor of half their suiu ; then. a» ilie tUarnt^ler
lie neuiiieDt. is rut is to thin root so in the lielKhi of the
r iirrtportionule hf ikIu of (he ««iriii«'i>t to the inean illnni<<(«-r.
roduct of the other diameter and 8,14IG by the pr<>i>ortioiial>'
\ice of n fniitlum or zone of n spheroid. — Procewt as by
Tor tlie surfiice of a secineut, and ohtaiii the proiKininoate
rusiuin Multiply ihe prrHliict of tlie dianictt*i' pmuilcl lo the
Btnni and '!.l4ie by the profiorllonaie hriithi of th>- fnisluin.
rphervid \* equal to the ni odiiet of thf sqiiiirc of llii" rt-v olviiiK
Fil axis ami hy .&-£i*l. The vuliiiiie of a spheroid Is iwo ihlrdH
eirciimwrihintr cylindi-r.
I teijiiieiiC uf n a])hiioid.—i. Wlien the base is parallel to Ibe
tnidllply tlie illfferifnee bntwe^ii three times the (Ixed axis
leieht "f ihe st-jtmciii, by the »quai« of the height and by
Y the jn'odiiot by ibe square of the revolTiittc >xis, aud divide
I'f I he fixed axis,
I base is porptrndicidttr to the revolvliiK bkIk, multiply the
Ire*-!! Iliree times <lii" revolving axis and tn-lee the belflit of
l)V Ibe squaie "f the lielgitt ami by 5J10. Multiply the
t luHfilU Of Ibe Used axis, and divide by Ihe length of iht;
llie ntliidle frustum of a uplitrnid. — 1. When the ends are
nrnllel lo the revulTln)»' bxIh : To twice the >qunre of Ihe
[er add the >qn«re of the diameter of one end ; multiply Ihe
Igtii of the fru-tlum and by .2818.
euds ar^ ••llipHcal. or jifrpendicidar to the revolving axis:
piXHluet of the trnnxveme and cuujUKnte dianidersuf the
I add the pro<luct of ibe Irahsverse niid conjiifrate dinmelers
mlilply the Mini hy the length of the fruKluin aud by .'.tilH.
— FiltUl'es K»'tiernted liv the revohiihin nf a plane area, wlieii
^idveil about a chord pcrpi-ndioiilar to its «»iM, or aboiu Its 1
je. Th>-y are drslgnaied by tin- iiaiu«' of the arc or curve
ey ore ireneratcd, as Circular, Elliptiu, I'araliolic. etc.. etc. (
iiie of 1 ciirii/'ir npJuiilf, zone, or nvgmrMl nf it — Rule: Mul-
b by the nitlius of the revnlvinif aiv; inultipli' this ni'o by the
•o, ordlSlaiiCr betttveii the ceidrt- of Ibe Kpindle nlid uenll*
lie arc; subtract this product from the foiiiier, dotilde the
a nudtiply It bv :i.M!0
cimilnr spiti'ile. — Multiply the central dintanue hy half the
lolvtng seginrnt; subtract the product from one thini of (he
e leuiith, and multiply the reniaimler by Vi .WU.
fiiutnnt or zone of a Hniilnr ."ijji"d/r.— Kroni the wpmre of
I of Ihe whole spindle take one ihird of ibe sqiuirf of half tli»
fruKtum, and multiply the reniaimler by Ihe said Imlf Unijth
I ; miiliiplv the ceutril difitnnce liy the revolviiig ari-a which
tnistuui : Bubiract UiIh product from the former, and luulii-
derby0 2!<S3. , , ,
I wgiiienf of a circular fr/iMirf/e.-Subtrnct ihelenitlh of the |
the half leiipith of the spindle : double the lemaimler and
volume of ft middle friD'iuiu of this Inneih ; suliiiact the I
! voliinip of the whole spindJe and halve the jcinaiuder. I
rvrt<j/rf"/ ■'P''"'f/r — (tre fi^hihs of tlie volume of thn clrcutn- I
i-—ifiiltlply the firodiice of tb<- iii]uare of twir-e Ihf dVutwetfet '
re"vfeji,id3.lk.'ri,yitaclicuaifereuce,&nd divide iiiV>» pro-
^ mxisj.— Multiply the area of the base by UaV|
PLANE TRIOONOMKTRY.
t of tfaeaMU
The laugeot of (he aupultment ia euUAl to the Uuifeat
uontrary sipi. Tang. B D F = B if.
The secani ut the supplemeot ia equal to the secant ot the arc, but
contrary Bign, Shc
Signs or tbe
ruat-ttona In the fonr
_ onadrauta.-
dlvlijr* a circle iiDi) fiitii' iitiHtii'»iil8 liy a vi-tlical atiiT a li'iiizorital
t«r, the upper right hand qiiadraul is called the Qrei, ihu upper left I
imd, tlie lower left ilie iliini, and the lower right the fourth. The si
tiio functions in the four quadrants are as follows:
Sine and cosecant,
Cosine and htecant,
Tauifenl aijil cotangent
First quad.
Second quad.
IViirdquad. Foitrtt
-t —
t - + :
The values of the (unctloua are as follova for the angles apecified:
I Angle
Sine
Cosine
Tangent....
Cotangent . .
■ Secant
Cosecant...
Versed slue
fe
«
•
9
•
•
.
■'
A
•
0
30
4fi
60
00 ISO
185
ISO
1W
0
I
I
V8
*'8
1
1
0
3
V-i
2
•i
y'i
'i
^■A
1
1
0
1
1
V8
-1
M
♦'a
'i
a
v«
e
0
Va
1
^3
1
□c
I
♦"a
-1
>3
0
X
♦'3
♦"a
0
- 1
- \i
«
1
09
1
-9
s
-♦'a
t
-1
0
i- Vs
♦^-1
1
3
fi+i
2+ fa
f
■i
v-i
a
X
Vi
3
TBieONOmETmCAL POBmCIiJE.
The fallowing relations are deduced from the properties of ilnl
angleii (Radius = I):
cos ^ : Hin /I :: 1 : tan .il, whence tan A = •
COB A'
sin A I cos A r. It cot A,
ooa.^ 1 1
sin ^ : 1
tan A ! I
a 1 I sec .4,
1 : eosee A,
1 : cot .4
cotan A =
sec A =
co8ec.4 =
ton A =
cos A
sin a'
_I
coe A'
_1 .
ain a'
_i
cut A'
sum nf the <ii)uai'e of the ^ine of an arc anil the square of
jimis ui)it»'. Siti'J ,1 f fos" .1 ~ 1.
Formulge for tbe fUnctlona of the anm and dlVe**!
two BnKlexi
Ijri tbf two anirles be denoted by A and B, their sum A -f- fi = j
flJffetvtice A — B by D.
+ ff) = sin A COB B + «» A »\u B\
TBIGONOAIKTRICAL FORMULiK.
cos {A -i- B) = cos A cos B ~ Bin Asia B; . .
Bin (A - S) = eiu A Kos Ji — COB A sia B; (3J
cos (A — B) = cot A cos B -\- aiu A sia B ^H
four formiiliD by addliion and gubtractlon we obc&in ^H
sin {A + B) + aln (A - B) = S sin A cos B; ^M
taaiA + B)-»iiHA-B) = iico8As[uB; JV
eoa{A-^- B)-i-coa{A ~ B)-ieos A oaa B; (T)
coaiA -B)-coa(.A + B} = Ssin Aein 8 J^
A + B = 0,a>iiiA - B=D, then A^^0+ D) and B ~ |<^H
•ad we have ^^|
«in C+8lnX) = asiu ^C-f-0)t>os ^O- J5):. . . . i^
riu C'-slii D = 2cos^C'+ n)slu ^(C- i));. . . , (Ifl^
cos C4-cosD = 3co8^C+/>)co8 j(C— I>); . . . . ^H
COS/) — 008C=S8in5(C+Z))8in ;,(C- i>) (IP
/«i may h<« enuncfated Uiuh: The sum of the idnes of any twr>
■ ■■' •,■■■■■■ ■>i(- sinf of half the sum of llie angles multlpllwl liy
iirereuee. These foriiiuls? i-iialile us lo ti/msfnnii
pl'iiilllCt.
n iif ^iii'-^ "( uwD HnKin) is Ui their dilTt^ivniie aa the tiiiiKerit«^
f tboHK a-o^ina is lu llio taiii^ut of hulf tlK'ir dilTtfrauce. ^^|
.l-8laB gcogif^l ^B)sln^M-fl) tnnlf/l-fl) ^_
uf t>u> cofllnes of two angles Is to their difTi^rvncp ok the ct>^^|
f ttio sum of lliose angles Is to the tangent of tialf their liifTere^^H
co.fi-co«^ Ssh. i(^ + fi)Blni(-4 -fl) tanl(X-fl/''H
<if (lie srnn of two angles Is to the nine of tlieir diffeivucu iis the
iniiaeiits ..f those angles is to the difference of the tanxen
\\A->rB) __ tau A + tan S
=ai> (A — J}) (ail a - tan £'
\tj±m
I 4 MNt A
tan A + UUI R\
tan J ' Ion B:
1 - taa ^ tan £;
1 -(• tan J tan B;
tan {A+B)
tan (vl - B)
cot (a + fl) :
cot (.A - H>
tan yj -f Un B
I - ran A tail B^
tan a - tail B ,
1 -|- tan A tan B^
cot y< cot fl — J ,
col B '+ cot A •
gtA A coX. •& V V^
MOlV. B - <y*. (
PLANE TRIGONOMHTRT.
F
^m Solntlon or Plane Rlght-angletf TrlanglM.^
^H^ Let A and Ji he the twn acMirt* anKlf!! !liuI V iliu m'kIii niiKle, Bni]|
^^p tilts sides o[>|>OHUe ihesa angles, respi-clirely, Itivu ue bave
1. Bid A = OOSB = ■
& tAU A = out B — ti
o
COS jd = sin B = -; 4. col ^ = tnn B = -.
I. In any piatic riehl-anRled triatiBlc Ihe sine of Pitlii?r of the ac
is equal to llie i.|Uotii'Dt of tlie <.>|>|)<isil<* Ifg iliviilud liy lh(j hypothe
a. Till' ciisini^ Iff t-iiliei of tlie ui'iite aiiclfs is t-qual lo the quolii
adjacent le>; divlilt^il by Iht? liypullii-iiiisi-.
a. thf tai>^eii[ [if i-ilher tit llie ut-lite aiigU'fi is equal to tlie quotiCAta
IO|i|'i^'<t^ IflC divKfed by the adjiic<?nt Ifg.
A. 'I he coLaiageiit uf elilier i»f tht' uciite angles Ih liquid to the quotl<
f
till- adjactMit leu divided Ijy thcoppusile leg
n. The sgiiare of the hypulhi^iuiae eqimla the sum of the squa
btber two sides.
I
KB
Solution or ObUqne*aiieIed Triangles,
Thf followine propusltions are proved ia works on plane tri^ni
any plane irtaiitjln —
TlK-oient 1. 'riie sines (if the aiiifles are proportional lo the opi.
Theorem ij. Tlit? sum of any tivu tildes i« to their difft-reiiee as. tl
of half the aulii of the oppcj^^lle angles is to the tangent of half
"Bee.
Tlieorfm 3. K frain any unnle of a triaMK'e a perpeiiiiicular be i)W
le opposite sMe or base, the wliole Imue irill be to the suiu of the otiMf
sides aif the difference of those two sides is to the difference of tlie wga
id' the liase.
Uahe I. Uiveii twt> iiiiKleM and h side, to find the third anslo and tb«<
two sideH. 1. Tlie iliirri anKle = IM" - aiini of the two anitlen. i. TlMI
may be found by the fttlUnviu^ proportion :
Tlie sine of the armle opponite tlie (tiven side is to the sine of the anj
piwiie the required .side a.s the uiven Hide is to the required 6id«.
Cahk II. (liven Iwo ^;lde.a and an angle oppD<!lte one of Uiem, toflntj
third side and the reniainInK aii|;les.
The .side opposite the (fiven anK'e '» I" the .fide Opposite the requil^
as the sine nf ihe jciveii niiele is to the sine of the reqiiireil an{;le.
The third uncle is found hy «uliliaclin(; the sum uf the other two
id the third side Is found as tii (.'ase I,
(.'A»E U1. Uiven two sides aurl the included angle, toflnd the ihi
le reiiiaiiilut; angles.
The sum of the nipiireiil angles is found hy subtract Iuk the
from l.tO". The difference nf the reonired aiiKle.'^ is then found by
II. Half the difTereiu'e added to Imif the sum gives the greater
linlf the ilifTeivui'e siililrnete<i from half the gum gives the less
ihiiHl Hide is then found by Theorem I.
Another method ;
(Jiven the sides r. b. and the Included angle J, to And the remaiDlng
id tlie remainirif! Hiii/les }i and C.
From either of Che unknown angles, OS S, draw a perpondicular A*
jvwUe side.
h*n
.-le^reng.^, Be = fsln.4, «C-b — At, Be-*-fC-.
Or, 111 otlier words, solve Ae. A e and Bf Cas richt-aiigled tr
t.'ASK [V. (liven the three side^, to nnd Ilienn^IeK.
I.'-t full n ix'ipi'uill.'iilnr np>in the Innpest siile fmni the oppo
|l>idln« the Kiveii triiinjfle Into twn risnl-antrled triani;le«. I'liaJ
enis lit tlm Imse may he found by Theorem III. There will the
e ■lyiMiiheiiUHe and one *Uit) at a rifrlit-angled irlanele, to And I
I Fur <irca« of triangles, see Mensuration.
ANALTTIOAL aBOM£TBT.
AITAI.YTICAL GEOMETKY.
Kl)rttiSB.1 geometry i£ tliat brooch gf Mathematics which has ta.
iM't ihe dtfiui'iiiuiauuu of the forms and luaj^uitudes of geoiuetr(ca|
tude^ l*y meaiiR of analysis.
Unatea and atwclaaaa.— In analytical geometry two int^rsectini
Y lliiiit I'l", XX' are ut>ed as cudi tiiiiali- uxetj
fl XX' ht-in^ the axis of ab!K-iK!>a» or axis uf .
/ p and YY' the axis of ordlnates or axia of
I- -I A. the intersfction. is called the orli^lu of co^H
/*' / ardlnates. The dfstanop of any point /* from
/ ' the axis of Y lav&aured paraliol to the axi.s of
/ / Jlscalled ihe o/'Sfi'wKi of the fioiui, as J/' or
CF, Fig. 71. Its distaiici- from the axis nf X
measured parallel to the axis of Y, Is cnli<*d
the ordinnte. oh jlC or /'/>. The abscissa and
ordinate takeu tOKetlier are eullifd the cuiir-
diaatpB of the point I'. Tin' an^'le of intei »eo- J
tloQ in usually takeu as h ri^hiaugle, iu which'
case the axes of A' and Y ore called reclamju-
tar codfilinatei.
I abscissa of a point is degigoated by the letter x and the ordinate by y.
iquatiofix of a point are the equations whioh expie>« the ilistancH* ot"
oiiil from Ihi' axis. Thus r- = u. y -^ li ore the eniiiiliiins of (he point P.\
.UBtloua referred to rectausular cotfrdluates.— The eijua^
■f » line expresses the relation which exists between the caflrdinaie« of
p'iot of the line
istion <if a strai);bt line, y = fix ±b.\tt whi<:h ii is the tauKeut of the
the line makes with the axis of X, and 6 the distance above A In which
w L-uts the axlH of Y. '
ry eqiiat Lou of the first degree betweeu two variables is the equation of
Jght line, axAy + Bx+C = 0, which can be redaoed to the lorm y =
6.
iruioD of the distance between two points:
V
X)= Vix" -x')^ + (.y" -y')^.
y, r"y" are tlie coVlrdlaates of the two polnta,
of a line passinir through a given point:
J
Ich x'v' itre the coOrdinatea of the eiven point, a. the tangent of the
the tine makes vrlth ihe axis of x, beln^ undetermined, since any uum-
lines may be drawn throuirh a given point. j
atioD of a line passing tlirough two given points: ■
$aioa of A line parallel to a given line and through a given point!
^m p — »' = a(x - x').
Htt of an angle rincluded between two given lines:
rr a' — a
ell a and a' are the tangents of the angles the lines make
r aitacisKas.
6 lines are at right angles to each other tang F = xi , and
1 + u'a = 0.
tltklersecUoa of two linen, wboae equatioDS are
Mr=ar-f-i, and V = a'x + b',
u- a'
with I
■
I cei
TO ANALYTICAL GEOMEIRY.
Equation of a perpundicuUr from a given point to a given line:
V -il' =--<'- 1-
Equfttlou of the lengtb of tlie perpeudicular P:
p _ y'_- ax' -b
VI X a'
The circle.— EquRtioD of a circle, the origin of coordinates being at
centre, aua luaius = R :
a' + »' = [P.
1( the origin 1« at (he left extremity of tbe diameter, on the axis of X\
y'> - SRx - i>.
If the origin is at any point, and the coDrdlnates of the centre are *•/:
ix - X')* + {u- y')* = ff'.
Equation of a tangent tri a c'rcle, llie courdmat«s of the poiut of taogea
being x"y" and tlie origin at the centre,
yg" -f xjc" = Jf,
The elllpBe.— Equation of an elli|)se, referred to rectangular ooSl
nates witli iijub at the centre:
^l'B« + B*!* = A*B*,
in which A is iialf tlie transverse axis and B half the conjugate ailg.
Eqiiatiau of the ellipse when the origin is at the vertex of the transi
nxU:
The eccenlricily of Rti ellipse is the distance from the centre to eltll
f(icn», divided by the Beini-transverse axis, or
' = A •
The parnnneler of an ellijiRtt is the double ordinate paBsing throUEh
CtwiiH. It i» a tlilrii proportii'iial to the iransver^ axis uud Its conjugate,
2B*
2 J : 8B :: 2a : pai'ameter; or parameter = — —.
Any ordinate of a circli? oircumnciibitig an elUpoe is to the correspond
•inllnale <if the eliips* as the Sfmitrausvei-se axis to the semicnujugl
.Any urdinatf ■■f a circle inscribed in an ellipse Is to the Curri'spotidingOl
nntc iif tilt* elliptie as ilif seiiiiH:oningnlP axis to the seniilrau8vei-se.
ICqiiiiliuii at the tangent to an ellipse, origin uf axes at the centre :
A^liy" + B-'xx" = A'*B*,
y"x" being the coflidinat*!* of the point of taneency.
Equaliiiu i>r llie normal, passing through the point of tangenc]*, andj
[lendicular to tlia tangent:
V-y''xxyi^,(x-x-).
Th(f normnl binectg the angle of the two Wncs &T&vm trotn the point
faitgi'ncy to i}ih fot'l.
Tl^' II, .p„ ct,„ „.„ fro^ (hp focj make en«a\ ativ:\«?» '"^^^ ^'^^'^ \a.W¥L«»l-
»»« P«*-a»oJ«. -Equatioti of llie parah.Aa veteTfeA \o -twAaj:^
Ue^"""- "'" •"■'>'■" t"-"n(r al the vertex of Vts ax\a. ■«» = *j>x,\ii'«'V8
P" I^araine'ter or tJoiible ortlijiate tlirough tt\e tocMa.
nal, or projectloin ef tbi normal on tbo axis, U constani, and
the |>aminoter.
IK at any point makes equal anglcK \ritb the aziK and with ihe
rom rb** point of lanifenuy to tht focus.
^rbola.— ICquattuu of the liyperboU referred to reotaiiKular
ui'i^iu ai llie centre:
^•^ - B'x' = - A*B^,
tb« semi-trarisTerse axis and B Ihe seml-conJuKate axis,
hen the origin is at the vrrlex of Ihe transverse axis:
(f!A rx3fl).
Ue and eqnilateral liyperbol»«.— If on the conjucrale
l4iRveifie, and a focal Oistaiief Pi|iinl to t .4' + iP. we construct
Itches of a hyperbolii, ilic two Ijyperboltts ihiiii eoi>Blruc-ted are
Ig.lH hyfiei'liolaK. If the trarisv*'rse and eonjtigaie axf^is ar»^
B[ierl>olas are enlleii c<nji!ttt«'ral. in which ease y* —x^ = - ^'
e trausverae axis, Kud jt" — j/' = — /<» when B is the iruns-
B^ter of the transverw axis is a third proportional to the trauu-
bd it£ conjugate.
I iA : 2B :: 2B : parameter.
mt to a hyperb>la hi<H?cts the anRle of the two h'nes drawn from
' iaii;:>T'".v to lh>' fo<-i.
luplot^a of a hyperbola are the diagonals of the rectangle
II Ihe K«e8, iiKlelinitel.v pri'iliiceil in hotli directions.
Duteral liyiwrliola llie a.svinptoiea ninlie equal angles ivith rlie
IxiK, and are at ri^bt an^jles lo eacli otlinr.
pt-ites fniinuallv appnmcli the liyp<>rbolR, and become taiiK''>il
Dtliilte .listance from the centre.
Brtlonn. -Krery equation of the second degree between two
Hi I r..i„..,;..ni .-iili.T a circle, ati elllp-we, n pnrrii.nln or ii |iv|"M i.. .1.1
-': up.^ nK»a<Ma#l k«T U-.t ...'.- .•)...
DIFFERENTIAL CALCUXU8. ^^H
DIFFERENTIAL CAIiCULUS. H
The difTei'potlal of a variable qimntity U the dllTerence between a^
of itscousecuUve ralues; liMice it is inilef]niU>ly small. It is expreiM
wriliiig- d b«r<ire the quantity, as dx, which is read dilTcrential oF x.
UOD of X.
The differential of a fuoction is equal to its differential cnefndrol
tiplied by the differential of the independent variable: thus. -~dx — <1
ax
The limit of a variable quantity is that value to wfaieli it conlit
approaches, so as at last to differ from It by less Ihau any oaaignable
tity.
The differential coefftcient in the lltnit of the ratio of the iDcremenl^
imiefiendent variable to tbe inerenient of the function.
Thf difTfii-utial uf a constant quantity is nqniil to 0.
Thii diffcretitiftl of a product of a coniitaiit by a vniiable Is
constant multiplied by the differential of the variable.
If u = Av, du = Adv.
Ignable
-emenli
oi m3
.1
J
III any curve whose equation is y=/{,x), the differential
-r = lai) a; hence, the rate of increase of the function, or the aacen
the curve at any point, is equal to the 'iiDgent of the angle which tbeU
line inal<e!< with tlii> mis of nltseiHsas. T
All the operations of the Differential Calciiluti comprise but two tMjA
1. To find I he rate of chaivfre in a functiou when it posses from ooe
of value lo nuother, conKeoiitive witli it.
1'. T(i finti ilio Acriinl t'liaufre In tlie functi><n : The rale of clianirel
diffi-iinKnl lo-lVifi-nf .irnl Ilif ni-liitil ohaiit'i- tin- diffeivniial.
Dlffer^nCialH <>r alKt^bralr mnrllona.— The differential
sum 11' ili(T'-n-iiri" iif juiy niuiilier uf tunc: 10148, dependent on the
variatile, is i-qual to tile sum or diffrreuce iil' ibeir differeniiaU taken
rately :
If 11 = J 4- 1 - w, du = iij» + dz — dw.
The differential of o prmluct of two functions dependent on tbe,
Tarlable is equal to the sum of the products of each by the diffu
Kthe other:
aCav) = ran + tmu. -^_- =— + — .
T
Kn
Tlie differential of the product of any nnnilmr of functioMS ig i
jum of the products which arise by multiplying the (iiffet
lunclion liy the product of all the otbors:
d(uU) = tudu + utdl + ufdf.
The differential of a fraction eqiialH the denominator into the di
of the iiuini'itilor minus the nunieratDi into the differential of Uie I
IJoator, divided by the square of the ilenoininator :
I .. ./u^ odu-wdv
If Uie dtwomlnator is constant, dv = 0, and dl = — r- = — .
wiv
If the numerator is constant, du = 0, and dt = — -r*
IT"
The differential of the square root of a quantity is eouat to 1
U*l of the quantity divided by twice the square root of the quantity:
DIFFERENTTAri CALOrTLUS.
tal of any power of s fuiiL'tr.>n f« (Hjiml to llie rxpnnrtit m(il
k-tioii TtiiMni til a pnwKr less one, inullipllpd by the di/Tereii'-
Idiii't = iiii" - 'rfu.
Jia'erentladne alffebralr Ainctiona.
6. .i i^\ - "''' - '''"
i
■dg.
dx - dy.
7. d (*"*) = mar" "
'rfx.
9. d
8 fj!
(ix.
lereivutial of Uie form u = (a + bx")
ixponi-nt of the paittulhcsiK into Ihp exjionviit of the vnf
bareiithesis. iato the cofftlcjfnt uf the VArlahlt>, Intu the .
to a power Ipsa 1, hiio i\w varluhlf wiihin the pareiillio
ler lesK 1, iuto the (llffvrenlial of the variable.
1.1
'dx.
i. = d(a + fix")"* = mnb(a + fcjr")" "
%te of change fur a given value of the rnriiihli- ;
ireuUal i'oe(BL-it«ijt, and ButtsUlutu the yalue. 'if the vaiiablei
pber of the LKjualioii.
! X 18 llie siJe of a cube and « ila vohiine, ii = x*. -r-
I of chancre lu the volume U tlii-fe limes the .--qiinro uf i
Ijre U denoted by 1 , tli« rate nf ohaiifce is S.
' The cotifBti<'nt of fxpaniiloii by li««u of thw voliiini* of a I"
he Ihienr Coi'fllL'ient of expftinslon. Thus If th>- Kiili- i.f u
Ch. its volume expiinds .<m iMihic fta-h. I.IK'I' = liltt'SHJ*!!)!.!
OUnsrentlal coefflelont is ihn ilHTfrfntiul coefllcleutoi
yo or more rui'iubli?^ uiadei- ili« sii;i|>osilioii iliat only one o
pMl its value.
ereiitlal Is the differential of ft function of two or more v
I siippoNiliuii that only one of tliein hOH L-haneed Us value
breiitial of a fiinurion of any number of variables i» equal j
jyarUal differentials.
tbe iHU-tial differentials are —dx. -^dy.
I dx dy
) — «, du = -r<te 4- -r-dl/ + -^z; = ixdx4-3y*dy — dx.
f d£ ' dy dx
I— An luteKral i« a funotional erj>refwlon derived from
itCKiutioD is the operation of flniliiu; the primitive fuiietimi
leiitial function. It ih iiMlienied l>y tli<> sii;n /, wlileli ix rttud
f." Than / 'i.cdx = jr' : rea<l, tlie i'tuegrul of "Jji/jr ci]u<^Im j".
ftn expression of tlie form nix" " ^dx or x"'<ijc. add I to the
fe variable, and divide l)y the now exponent and by tbe diflrr-
•riable: / aa;'d:r = ,r'. (Applicable in all cases except when
Jx dx see formula 3 page T8.)
of the product of a constant by the differential of n vnri-
I the constant multiplied by the Inleurul of the differential:
fax^dx = a/x"dx = a r-. I" + '•
y ni 4- 1
U the algebraic sum of any number of differenllaU is equal to
tini of their integrals:
B&ijr'i£r — bffdif — z'dsr; /du = -ax* — -y» .
o » 8
^atfal ot a constant Js 0, a constant connected with a vmV
%^^'^J^'^^" '" "'^ J'/TerentiatioD ; tlm« cHa -V- «"> -
74 DIFFEBEN'TIAL CALCULUS.
ai:in(>K to tlie iutegral obtained n cougtAnt represeDted by C I
for the term which mny have buipa lost in difierenliation. Tl
itu = adx; Jiiy = afdr. Iiite^ating,
y- ax ±C.
The constant C, wtilch Is Rildi-d to liie first Intetrral. niiiii
value a» to render tl)e functional ('(jimtiim inie for every powibW _
may ba uttribiit«i to tlie vuriable. Heuce, after liaviiiK fuuiK) I
inte^rai equation and Hdd«-V.l tht« constant C, if we tlien nial;e Ibu 1
rqiial to zero, tliw value which the function ossumes will lie tlu' tit
itiC.
An indeDnitc Integral U the first Integral obtained before the vilB*
cuustaut C is dc^terintned.
A particular liitfgral Is the luteKral after the valne of C lias b«n I
A detirtite iiil^grai is the integral corresponding to a Kiven vAlu
vaiirilile.
Integration betvrcon Ilnilta.— Having fniind tlie inciffin
i;nLt III Hi I lie |iurlicular idiTt'>;L'ai, \\\e n»*xt step is to Hnd the delliiit^i
ami then Ijic" fleriijii.e iiitff;riil iietween Riven limits of the variable.
The intet;ral of a fuuetlon. tulcen between two liniilo. iudicuited I
values of x, is equal to the differenoo of the definite integrain oon
I jug to those limits. The expression J
Is read: intetciul of tlie diflferentlal of v, taken between the IIinl9|||
the lea-st limit, or tlie limit correnpondlng to the subtraetlve Inl^
placed Iwdow.
Iuiei<ral<3 du — Bir'rix l>etween the limits * = 1 and a: = 3, « being
81 when ^ = 0. /du = fWdx = 8a:> + C; C = 81 when x = 0, tlien
I
/ rfii
i/.i: ^ 1
a:3)> + 81, minus 8(1^ + 81 = 78.
I
■ntegratlon of particular forma.
Tn iiiteyrate a differential uf the form rfu = (a + ftx")"*"
1. If ihere is a constant factor, place it without the Bigii of l_
and omit the power of the variable without the pareulhesis and t
ential;
a. Augment the exponent of the parenthesis by 1, and then dl'
(|iiaiillty, with ihe ex|">uent so increaseil, by the exponent of tt
Iliesin, into the e.tixment of the variable withm the parenlhesin, in]
efllfient of the variable. Whence
-' <m 4- 1 hi6
Tite differential of an nrc is the hypothenuse of a right-an
which the base iy lix and the poipendicular dy.
If z U an arc, dz = t'dJ'' + dff' z =/ Vctr» + (iy»,
lluadratnre of a plane Bgar«.
j'lif iiijffvifH liiil of ilie art'u of a plane nirface is equal to the ordi
the diiTerential of the abftcissa,
ds = ydx.
To Arrly th» principle enunciatad in the last equation, in finding
of nn- ■ — ' ■■•:ir plane (surface :
1-1 • of y in terms uf x. from tile equation of (he bouni
ulj ->liie in the differential equation, and then iut«gnttC
Bg tbc partfcnlar fnlCKruJ hys** ** ^ 5 ^•
et, the area of any portiou of the parabola, estiiiuLted from the ver-
|u»i »>■ Sjj rif tlip rt'ciatiR-li' of tlie abscissa and ordinttt* of (lie exlrniiie
rhi> curve is ihcrff^ir-i- ciiiailmblB.
ratnre orsarracea of reTolntton. — ThedilTereniiul of a
D( revolution is tfqiial to llie L-ireumfprnuen of a circle per]K*ndiciilar
kis into the diilerential of tlie arc of the ineriillan I'urve.
^ y is the radius of a circle of the lionndlne mirface in a plane |itir-
uiar to the axis of revolution, and j; is the abscissa, or diatniioe of ihi-
Klin tlie oritfiu of ooBidinati- axiw.
ifore, to iind thi.» volume of any surface of revolution:
Uie value uf |/ and dij from ilie equation of tiie nieridiun curve in
tx and fijr. then NuhKtItute these vhIui's in the dllTerential o^untioii.
Ignite between the proper Iiniilf< of x.
plication of tiiis nile we may flnri:
lirved surface of a cyliiKler equulH the prnduct of the circiimrereiice
it« into the altitude.
Bnve.x Rurfaoe of a cone equals the product of the circumference of
B into half the plant height.
urface of a. sphere is equal tu tlu' urea of four great circles, or equal
grvert surface "f tlie cireiimsciiiiitiB' cylinder.
Ltare of TolomeH of rcToIntlon.— A volume of revolution
inie i^enerated hy the reroluliuu of a plane figure alHjiil a Qxrd line
|e axis.
Kenote the volume by V. ill' — wy'' dx.
?a of a circle desicriljed by any ordinate y Ir iry'; hence the differ-
[ a volume of rnvolul ion ia equal to the area of a circle perinndli.-ular
lis into the differential of the axis.
ITerential of a volume generated hy the revolution of a pinne fltfiire
me axis of ¥ i» irx'cii/.
nd the value of I'' for any given volume of revoluflon :
the value of y> in terms of x from the e<|U(itioa of the meiidiau
rfubstlt - —
Ua^ *k^ III. I U««i*A .
76
DlFFKilENTlAL CAXCULUS.
which Ik road: second differential of u divided by the i
cient
llie differential of x (or itr squared).
(i*u
T)i« ihii'd difI«reDtUl coefflctoDt .-^is read: tlilni differential o( u i
ax'
by rfjr cirhi>d.
Tliu illlTt-reiillals uf the dlffureut ordei-s are ubtolncd by inuitiplyia^
differeiiljtil cotffllcieuts by Ihe curreKpomlliiK powera of rij:; thus-j-j iW^
lliii'il [lifTi^reiiliKi of r^
81$;ii of the lirat dlfierenttBl cocJUclent.— If we have a ed
wliuntj eqmniou ia j( = /x, refen'eil lu reoumijular coiirdioates, the
will i-ocede fi'oin Ote axU of X when -r^ \t poaitlTe, and approach I
axis when it is nef^ativa, wiien the cnrvi; Ue.s wlthlii tlie first ansleoft
coordinate axes. Fur all anKleH and every relaiioii of y and jr the eat,
will recede from (lie axig of A wliuii llie urdliuite and (li'sl dilTerfntllt I
efflcRMit. have the same sijjn, uiij aiipi'UHCb it niien tliey have diffe
sigTiM. If the tan^eut of the eurve becomat parallt-l to the axis of X at I
pulut y- = 0. If Uia taDK^nt boeoiiies perpeudlcular to the axis of Xati
point — =^ = =0.
ilx
Slfirn or the second dlirereiitlal coofflciont. -The Drcond (
feivriiinl cueltleifni Una th" saiiu- sisii as (lu! orilinut» whi-n rhe cur*litj|
Coiivi'v Uiwnr't llie axis of aUseiH^ta and a eonli'ary hikh when it is CODCafl
naclanrln** Theorem.— Kor ilevclopinK taioa oeries any fuoc '
of a stnsl"" variablo us ti- A + Bx ■}- Cx' +■ Dx* -f £ht', eta., In which A,
C, etc., are independent of r:
^ 1 . aVd*»^x .0 1.3. aNrfi'/,
0
..*•+<
.0
' = ''•1.0 + ©.,
In applying the forraiila, omit the expremioBS K — 0, altliough the
Oieutx are always found under thia hypothesis.
Examples:
(a-l-xr = o» +mo'» - »* + "5^ ^JH^a"' V«
+ j — 2 8 — a *« + eto.
• i + i
.etc.
Taylor'i* Theorem.— For developiiiRinlo a series any functtoo o(|
Buni oi' diltereuct! cil" two iiiitepcudcut variahleH, as 11' =/(x ± jf)'-
i+etc,
in which ri is what u' becomes when 0 = 0, :r 1^ what . b«oomss «b
» = 0. Bie.
maxima and luluima.— To And the niaxiniuni or minimum «»
of a tniii-Itt'ii of a sini.'it< vaiiable:
1, Find the llrsl >l liferent iai eoefficlent of the fnnction, place it equal loJ^l
ami detpimhie llx* ronis of ihe equation. I
2. Find the second liilTeieniiBi eoefltdei)t, and substilute nach real m*,!
In siU'cesBioli, for the varialde In tlie seciind member of ihe equation.
root which gives a neeative result will correspond to a maximum valne (
the fiinnilon, and eacn which gives a poBlilve result will correepond t« ll
/iiiuimnnt r&lue. 1
^XAUPhs—To nnd the value of z whicli wUA renAet «\« taiicAXoii \ t]
■a-xuaii/aj orm/nimum la tite equation of the c\rc\e, jj* -V i* = Bf-,
MDd dHI«reiitW eoeffldent ia: ^s: - **^**.
«P« 1
= u, V = S; hence ^^ ^ ~ k> ^liicli being negative, y b a niMd-
■ S poaitlTe.
lying the mle to praeUcal examples we flnit And an ezpreaaioa (or
mm which i8 to be made a maximum or mlnimam.
Boch exprewiitD a oonatant quantity is found ax a footnr. it may
ed in the operation; for the product will lie a maximum or a miiit-
«ii the vartabla factor Is a maxiniam or a niinimum.
Talita of the indewndeat variable wfaich renders a fnnctinn a max-
r a minimum will render any power or root of that fuociion a
m or minimum; benoe wejnay 80iiarelx>th memi>en of an eqos-
rro it of radicals before difrereutlatuiK.
Ml rvitr* «re maj And:
azimiim rectangle wlilcb can be inocribed in a triangle is one whow
ix taHir the altitude of the triangle.
titudA of the maximum cylinder which can be insoribed in a cone is
J Uie altitude of the cone.
irface of a cylindrical Teasel of a given volume, open at the top, is a
n when the altitude equals half the diameter.
titode of a cylinder inscribed in a sphere wlien its convex surface is
mm is r ^/i. r = radius.
Ititude of a cylinder inscribed in a sphere when the voiiime Is a
Si-
nn is ~7-'
Vs
trentlal of an exponential Ainetton.
If « = o*. a)
then du = da" =a''kdx, (S)
1 J; is a constant dependent on a.
1
elation between a and fc is a'' = e; whence a = e'', (8)
ii «■ = ^.TISSSIS . . . the base of the Naperian system of logaritlims.
arltbius.— Tlie logarithms in the Naperian system are denoted by
loe or liyperbolic log, hyp. log, or log,; and in the common system
by log.
k = Nap. log a, log a = fc log e (4)
ommon logarithm of e, = log 2.T1S28I8 . . . = .4342945 . . . . is called
Inliis of th« common system, and is denoted by M. Hence, if we liave
>erian logar thm of a number we can And the common lo^tarithm of
le number by multiplying by the modulus. Reciprocally, Nap.
om. log X 2 .3035851.
iquation (4) we maice a = 10, we have
1 = k log e, or - = log e = If.
, the modulus of the common system is equal to 1, divided by the
ui logarithm of the common base.
I equation (2) we have
make a := 10, the bate of the common system, as = log u, and
' * u A u
f,"'y^^j:"J'.fL''J,?/'J"^"l''^ /o5»r/tiini ot a quantity is eqna\ to tlie
%^J^JS^Te"&^'ottL%L^S'lf:"*'H^ '»'« the modulus.
w 0 4 we oaee ot tha Naperian ayet^m, x becomes the Nap»
I
78
DIFFEKKKTIAL CALCULUS.
rian logarithm of u, and k becomes 1 (see equation (3»; bence 11=%,
a(Nap. log u) = ox = — ; = — .
qX li
TtiHt i!<, the iliffi-ivDiial of a Nafiei inn loi;ai'ithm of a quantity is pquiv
cli(Tt?r<-iitlal uF th«- quaiotjty itiviilnJ tiy the quauiil^s and in llie N<
H3>t4.*in ttie iiMdiiliiK in 1.
Since k is tlie Nniterinii loKaritbni of a, du = «' I a dx. That
difTiTfiitlal of it function of lliefoiiii (r'iKpqual U> the riinction, {l
NitiitM'titza loguntlitik of Ikk^ taiu^ fi, lititt llii« ditfrTOiitJitl '>f the fX|ioti«l
li »e lifivi- tt diffpifiilinl in a frai-tionul r<>rni, in which Ihennmef
the flilTc^reiitiiil uF ihr il>-nnniinatoi'. the inteeinl Is tli>> Nap«rian ln0
of tile ilenoinluaior. liiii'giiiln of riavLlonal (liftereiilTOls of otli«r fori
(jlv«>M ]ii*low;
DliTerctitlal tbniiB which have known intein^a
poneutlal Itim-tloiu. W = Map. iug.)
1. / ct^ ladx = a' + C;
*• / -^= J (ixx-^ = Ix + C,
lit.
I
dx
yf/.i« + x» + n/
10.
y'a' ± Sax
/ggrfx
a'-x.
/'iixdx
= '(-
- \/a!'
y'(i«
+ C;
Clrenlar ftanctlons.— LK z denote an arc in the first qii
Bine. X iijt cosliio, i> li« versed sine, and t Us tan^fnt: and Ibe followii
t/oa be enipJoxed to <lv«ignAte an arc by any one of its fund ions, Tia.,]|
aia ~' If denotes an arc ot w\>\c\i y \» vVe s\»\e
cos ~^ X " " ■> u " X \a VXve coAw,
tati~^t " " " " " t V6V.\v6*K
1
DIPFEBENTIAL CALOUIiUS.
79
Hd " aro whose sine Is y," etc.),— we have the following differential forms
Uch have known integrals (r = radius):
I coez
dz = sin z + C;
/ dy
tiuzdz = cos x+C;
= «in-'y+C;
y_=^ =co8->«fa;
/'*" = vernsin "* » + (7;
A^^ =sin->^4-C;
/-rdx
|/r» - x^
■■ cos ' a: 4- C;
ver-8in~»- + C;
= tan - • - + C.
The cycloid.— If a circle be rolled alon^ a straight line, any point of
thecirciiinfeirnce, as P, will describe a curve wiiich is called a cycloid. The
circle is culled the generating circle, and i'the generating point.
The transcendental equation of the cycloid is
X — ver-sin- ' y — |/2i-j/ - p',
and the differential equation is dx = /^
^2)0
The area of the cycloid is equal to three times the area of the genei-nting
circle.
The surface described by ihearc of a cycloid when revolved about its base
is equal to 04 thirds of the generating circle.
The volume of the solid generated bv revolving a cycloid about its base is
pq'ial to five eighths of tlie circumscribing cylinder.
Integral calcnlns. — In the integral calculus we have to return from
the difTereiitial to tlie function from which it was derived A number of
ilillerential expressions are given above, each of which lias a known in-
lepral corresponding to it, and which being differentiated, will produce the
given differential.
In all classes of functions any differential expression may be integrated
'hen it is reduced to one of the known forms; and the operations of the
tolf^ral calculus consist mainly in making such transformations of given
differential expressions as shall reduce them to equivalent ones whose in-
tegrals are known.
For methods of making these transformations reference ItlUSt be made t.<
Ae teit-books on iHtterentlal and integral calculus.
! H
t 1
IT
'"■-4
'-IVJ
««
iA07 ,
S849
.ooaaaioo
.00a3\4fil
' .ooa«»»47
A\ .ooaaons
5\ .0t«a9RR.')
t\ .00128833
9' .(KKariDft
'4401 .onsKTKir
g/ .ooe-jei44j
ii .ogeaamh
-Ooias,'i,i.|
.00180, "l
•j -ym^w
' •;*'*»]«ii CO
, OOJ:
' OOli
00/7
J .00i;j'
•OOlONli;
OO-JOlUix
.00-JOJ49»
■<M-'(l3Br,()
■ "O'.'iK'j^.n
■ W-'Oiiiia
■OlllltWiiij
„ •<)oion-jn.-j
0 ■ouiore-j!,! '
8
0
1
■OOirTft-JG I
•0;il77tt>o
• Mr;fi(i78l
.<'0lT6O50
.0«I7.',433
.OOI7«SO
n •J*"'6<-/7<
S" •"f'l.i*,.,;
' ■n«l«;.'„7s
•«»e05l4
.Oi>l^,o^y,t
■"<11.W730
f1|'i7«78
06l5T7-fl
82 MATHBUATIHAL TABLES. ^^M
No.
Reulpro-
cal.
No.
Beclpro
cal.
No
Recipix).
No.
cal.
No.
V
Oil
.WlfHKXMJ
roe
0014)043
771
,OOl:2fi7CS
S36
.00119617 901
.o^^l
a
.IMl5S7aS
7
.0ai4l4iil
•i
«01Sl).i.J4
1
00110474,1 2
.o^^^^H
»
.0Uir>S6-.lI
8
.OOH1«1S
8
.O0iai3Wl
8
.00in>.3:i2' S
•Oi^^^^^l
4
.miiiijari*
a
Oai4IO«4
4
.iKiiair.itt
U
.OOIIUI8O: 4
'^i^^^^l
h
.ix)i!»(m
710
.00140845
^
OUl-.TOMd
840
.00119048 5
•^^^^^1
6
oiiiaiTiiii
11
.TOI40M7
6
.TOIS8.HW1
1
.OOllSlWji
6
•i^^^^H
1
.um:.)5:jI)
Vi
.(.ti.un-i4io|
v
.001*700
2
.00118765.
7
■W^^^^l
S
.001-1 KWI
13
.Ml iittaal
H
.001-J(K-A5
3
.001lSii24
8
!So^^^|
9
.0OPS4083
14
.00140056
9
.ooi-jaTo:
4
.UtllH483
9
(tf^^^^H
6»
,(KH:)3Ml«
IS
.OOlHOm)
780
.floias-jos
G
.(KU 18843
910
.o^^^^H
1
.001 536 II)
16
.00139005
1
.001380411
e
.00118203,
11
.od^^^^l
3
.ool.^8!r4
17
.O01.«l47O
2
.001278771
7
.01)118064
12
,|Q^^^^H
a
.001.54140
1*
.0O|.TO!78
a
.001^7714
8
.001179*1
13
.o^^^^l
4
.OOlSilKG
IB
.omstww;
4
.0lll-r551i
9
.001177861
14
'o^^^^H
5
.n(»i:iJ67i
TiO
.ft1|.1,M8S9
5
.ooiarsss
850
.001176471
16
.o^^^^H
6
,tK.il,Wi:W
1
.Wl«fi!Hi
6
\nv47-ii6
1
.OOI1750fl,
16
j^^^^H
7
.ooi-vjio;
y
.0tl|3S.')Or
T
.OtM27ll4a
2
.001173711
17
ioo^^^^l
t*
.iwiaiars
•i
.011138313
1 **
.OOia6DU4,
3
OOIIT^.'U
18
■ O^^^^l
«
ooi.m:4.')
4
.oot;*iai
n
.001518743
4
.001170M
19
.oo^^^^l
BflO
.OOlal.M.i'
^
.O0[;i7!i8l
7fl0
.i»iai«8i
5
.ooiieuso
920
.OQJ^^^^I
]
.WilMJKti
<^
.01(137741
I
, 0013642a
6
.fl<lll6H22
1
[m^^^^I
1 2
.onisinrjT
7
.0(1137.552
a
xmaxsi
7
.OOlIOfkSfl,
2
•^^^^^1
1 »
.OIll.'iOKW
«
.tJ0i;17»<!
3
.00101103
8
.(iQiitir«o,
3
[gn^^^H
^■•^
.ooiweoa
9
.mi37lT4
4
.001-.*5a45
e
.ftH 16414
4
-O^^^^l
^B»
.ooiwa;«
73t)
.llOlSflOWJ
&
.00145780
860
.00110279!
5
'{Q^^^^H
^Ve
.00 1501 .",0
1
.001JM>7tt9
0
.00li'.C->H
1
.00116144
6
lo^^^^l
^^7
.OOliWJf)
^
.ooisfloia
7
.00ia^47l)
2
.OOllCOOi)
7
Oflj^^^^l
8
.()0n9Tui
3
.00136426
8
.(Xiia::3i3;
S
.flOllSKTa
S
gg^^^H
g
.ooHuirr
4
.00130240
1 e
.WI125158|
4
.OJl 15741
9
ooB^H
670
.OOHLI-i'^iJ
fi
.OliSfiOM
80O
.OOl-iMWO
6
.00115607
930
^ooiSnnH
1
.OOHStUI
1!
.0OIX'i870
1
OOIMS^M
0
.0(1115173
.(10 10741 (■
3
.<XIHtMU<J
1
.ooi;)5oa5
s
.(«!24(i8H
1
.00115340!
a
.ooicn^ain
S
.00148588
8
.ooiasTiOi
s
.0(1124 53.1
8
.00115207
3
ODlOilfllH
4
.00148388
9
,00r»318
4
.00134378
a
.00115075
4
.OOIO^H
A
.0014SI48
T4i:
,001351.?5
5
.001242241
870
.OOlMMi
fi
6
.001 i-iJ-Jil
.0OliM953
6
.00124008
I
.WII14811!
6
iOQfl^^l
7
ottHrno
*
.0OI.S477I
7
.0012.^16
2
,00114079
i
^QQ^^^H
R
.otniTiya
3
.0O1345«9
8
,001 2:1762
a
.00114547
8
'og^^^H
S
.00147375
4
.00134109
0
.DOiaJflOS
4
.00114116
9
IratMiflH
OSu
.aH47ft'i9
B
(ioi:t4aiw
810
.O01-.'3457
6
.00111280'
»40
loQiwaM
1
,0O14«84a
fa
.00131048
11
.00123305!
e
.l«11415.'i
1
3
.001 46*). 'H
1
,0O13S)Me9
1 12
.0012:1163,
7
.0011402.5
t
'wioeisfl
S
.00140113
e
.0Oi:i3ti9O
13
.00128001;
8
.0011»»,5
3
.LMnoGam
4
,00146109
u
.wrtmii
14
.00122850
e
.001137(16
4
.OOlUMflfl
6
.flOI459W)
730
.0013.«»:l
15
.00122iifl9
880
.001136.^
6
0
.0O14;'iT7.^
I
.t)0i;J3156
Iti
.00122.549
1
00113507
a
*«|^^^H
1
.OOUaSBO
S
.OOi.'KaTO
17
.0012a:llfl
S
.0011.1379
J
iw^^^l
8
.001451111
a
.OOI,H-J803
18
.00122249:
li
.OOlKJ'i'rO
8
iodioS^I
0
.floi45i;rr
4
.ooiHaoai
19
.00 2JI0«;
4
oonsrji
1 U
!(N)t^^
oaa
.fl(H4f9-.T
6
.ooi.'ja4Dii
fiiO
.floiaiitsi
5
,110112091
BBO
1
.0(H147I»
e
ooi.iaa7.'>
:
.m\-i\mi
6
.00I12S(J7
1
](h)]|!j^;<jM
i!
.0O|44.i«KI
i»
,ooi;«iM)
s
.00I4I6M
7
.00112740
S
.OOlO&Mfl
3
.00144.100
H
«M)13l!(2fl
S
.00121507
8
.00112013
3
.ooiomn
4
.00144092
fl
.ooiaiT.sa
4
.0012135(1'
9,' .00112486
4
.00|0i>^
B
.00148885
760
.tjoisrSTfl
S
.00121 2[,", 890 .1)0 112^60
E
8
.aoi4S876
1
001.^1408
6
,001211165! I .1101122.3-1;
6
dOiOttdil
rt .oo\m:ii
r
.00131 -'34
*"
.UJi.'OSIlS 2 ,(i0ll2UI8j
7
■QQfli^H
Sf OONiXGjj Sj .00!Al(m
9/ .ooH-mi 4 .onmofm
8
.«ti2077a;i » ,w4U\»iK «
jB^^^^I
S
.0t112«lB27\\ 4\ .rnXW^tvlXX «\ la^^
.ooi-awnaW 5>\ .«)v\r.«J;\\"iisR nniEn
QOl««92\\ 7\ .«»\\\AS!i.\\\ 'A .W^««
!tlO .MI4,-85T S .OOllOTta,
8.%
d ^'-'-^V 8/ -aJ'-«>54M
1
If iP-' '-■*'"// '7 . 00/30378
..
» SS}'"'''-'' "/ .oo/ao-J08
s
ooiaooAsW A .wn\v«.A i\ •<!«««
^ -^f^?^!! al .ootsoo^l
4
oan«vo4\\ s\ .<w\\vffl.-\\ *\ -^^^
-
""-"/ T-mi nniimiro'
is' nonwtvo\» 9no\ w\\\\\iv ■a^ >^
J
;il»K,OCAl,8 Of KUMBBttS.
lHo.
Kecipro-
■cipr'
CBU.
No.
net
Msa
assA
tsa
BUS
01S33
1081\ .00O96998S
ai.oo<>aowjr>4
4^ .IXKJ'.MITI 18
5 l.HH>M««J184
0 .OOmMirr-Iol
71 (KX>'.»64;fc!0
8 .0O«nKV3:5ttl
9 .0<"«»«V24li4
1040 .COO'.Mll538
1 l)OCt9t506ir>
a .(X)0'.>5«rr4
4 0«H«»r)VJ'54
61 0009f>6938
6 00(>tt36<K3l
T .tKX»o3110!
8 .00O»5419S!
9 .OOOOa-iSfl
t096
7
8
0
1100
1
e
8
Recluiv-
linWS 1 I050i'.000«5a:!»l
WIOOUX) 1
lOlUUUOO
noawooi
mweewi
KWM700B
wmwoie
IO(»l»(K!S|
OOOBoHTS
000950570
S|.000»19(H>8
0O0IM7B67
oinrMCiiCO
"0
iijuUi.twjrwJO
1 .ooo94.:w»r
21 .0009416:30
ai.lH)(l'.l40T»4
41 iwoaaoHSO
fii .0000^85167
01 OOOCRiMKW
71 .0008:570)7
el .oougmsao
9 .OO0e3M54
1070; .000934579
V .0n(w:i;i7fi7]
.'H."i6
4
5
6
7
6
9
1'
r-'
la
14
16
111
17
18
19
iiao
1
OOOUI'^MOO
000PI1577
.0001110747
.0(I0M09»I8
.mrMymi\
.000007441
.OOOUOUilH
.«XH8I(B7!I7
.00OSO4977
.00(1(104 1 fiW
.0O09O!J34a
.0009U5a-J7
No-ra.'^
No.
s
a
4
s
6
7
8
9
1130
1
2
8
4
B
6
T, in»',in-Xi\ 1141)
fi .II0(«'J936.S
7 i\n(rf.»-.'>(>.=.l
■ ■:'.. 14'
.00OW176t.6*l
.UOOSWSfll
. 000830057
00n«l5-'Ii6
.000894454
.0008936351
.0008»i8&7
.oooHsaor.i'
.000H91i«6
.00089047^;
,n00889t!(«l
.000888680
.flOOH88090l
.000887311!
.0008Se5»
.OOON<t)740
.OdOWMMfi
.noommi
.iKiotisriiiiv;
.(HHih.sinr.7
(KKKSO.'F-J
o<.K)s;7iu:i
oo(i>;i;4-,'i
.(iO(-iK;."i<iri7
.0l_IO87ISfll
.000874 1 •-'()'
iiis7auoo
■M71IS40
iK71080
IT* 'j\ .iHiu.^703*ii
'i.'.ai IIWI .(KHIW(ft"i<Tj
8
4
S
6
7
8
9
1170
1
a
3
4
8
»
1180
1
a
a
4
6
8
7
S
9
1190
1
■i^AKfuno:;!;
B/ <VKK(;.-,r).io
r/.0(*i.v; (;!()(
8 . (V)rW(iS.->.-,H I
^^^^^^^^^iii/ng^^!^
IIOl .«00H8l!Ke 1286
.0I)U8«158S 7
.000tl&984& 8
.0008S»10e 9
.QOotassGO isao
-OOOSKKH 3
.0(i086«H« 2
.000«Q«ia4 3
.OOOSSAIMS 4
.000154701 B
.000858971 6
.00O8.MJ4a 7
.Ouod&i.'il.'i 8
l'HliT.',17fi9 9
' 1104 1240
;l0l 1
, ".18 2
.i.>0tiS4889O 8
.00084817(1 4
.000847457 B
.000840710 e
.0(K«4«I24 7
00084.VWti
.0O0HH.'>85
.00084 *W
.(II1(M9I7I>
.00(lH)ai«l
.t)IX)H417.M
.WKiS4mi:i
.onc*<0:i;)C
.UKksaiieai
.iior)(-3«n-j6
.0<XV.1S'.->i
.00«iKl7ri-.il
.oixtK^nsai)
.0('ii.-",i;i',Hi
.IH.Hi.'-:IM«
.(".Xi'^l 17-^4
.(|(|i"-:uii:;h
(X10S3WW
.lKn.~.lJN;in
.W«i-.ll',il7
,i>ni-:-;iJM5S
.HI'HVllS7fl
(ii-i-viiih;
AK«»---"-.'UlO
.txH»e;78iri
.oousa7i3o
.0008-.'M46
.0<XW-'57tH
.00(W-2r.082
.0(1(>HSH{fJ
.P(l(iSS37:i3
. I imw.' 1(59:1
.(KK)S-JHIIhI
.«>(>H-2(«J4\
.l*H>K19fi7"2l
.IHtOHUKXMl
.IXlOHlWai '
.00O817HIM 1
.tHXI810«'.>:i\
l-JOfl!
1
1210
11
1-J
IS
14
If.
,' '"
IS
lU
I
ReOJpro-
(1(107
OO07.>l|8Bf''
,0(jo'Hii2r.o
^OI^7^0ti40
(\or,w*-vtt
A'*\(A7';'w
8\ (Hv(r.'.*"ft"i
MiLTUIiSyATICAI. TABLES,
Jin
Jiiu
til
•:.'liio
i.|"ilft
No.
1
B«elpiv-
135(1
r«
M
ft
IWIO
1
i
«
4
0Ol)T8OW
oooTStt-r;-
.0a07lt.>K35
.«WTaiT5i
.0OO7U214|
.oooTsaoTal
1.:;
■::■':::'
Hil
i
8
4
S
6
ir.r.
I3:»i»
I
e
a
■ ISO
Sso
B7C
00075385H
OOOTMTIT
0U(IT5-I1IS
(»07,WiT»
00U7513IS
(»0;.V)T.'iO
(W(irMi8:
tWOTISXIDl
ooorWfCH
00074:913
tKW7J73S4
(»074li«J6
001)7 Wifil)
0007-1571-'
CW7-151.Ni
O0O7tWIS
0OU74-iim
OOO'JiOJJ
00071'>:t9()
iotK-4 wur
iK4J-JfO
V40T4I /.;
'40J9-J/ It: .
g«w/ 7*
9o< ti4MLofio:oi-i^'i
(XX»T-iBJa
.Ofl07«H)iW
IKlOrilSOl
.ffl]«7am80
(I(WI!''>I7
UIX)7l83ai
.1X10717875
.(W0717300
. 00071 6M4IS
.0<ifl71G;j.-B
.iiucia-t-'ol
Hi.lNlli7l.>*W
ii;,i;io(i;Nr'.M!
Iff! AHNtrri-jHti
r.U«l7137"B
.u<io:j»»r
.0I10TI4758
.()l.Xy7I«i3l
.t»o<j7ii7ir
.O007n£3S;
(»KirU}7HJ,
.aXi71it..'-.'7
(axtru>)7-,':(
.(KHiri 11*717
.IKV):OH'i!.'>'
Ui)):iK7I4
11
DTFFERKNTlAIi CALCULUS.
I sine Is jr." ew.),— we have the toUowlng difTerealial forr
own lutegr&ls (r = radius):
f = co« t+ C;
^=:sln-' J/ + C;
eo«~*i- -f (7;
ver-Biii ~ ' u -|- C;
= Bin ~ ' J -f- C;
= cos "'« + (?;
/ sin a dz =i ver-rin t + C;
— ;— = tan z 4- C\
/rd i>
J .•' + f
P du
/ , = COB '-- + C;
/ d«
ver-siu ' v + Ci
-1"
: = ver-sin — ' - -f C:
y'^u - It'
-i-y — ; = Un ' - + C.
Md.— ir a circle be rol!.?il aloni? a straiplit Hue, any point nf
ence, as P, will ilt-si'iilw a cvm'e which Ik called a cycloid. The
I Mif i?rniTatiiia circl>'. !ind Ptlie (;«"*''*t.iin,' point.
Iidental equatii/ii of the cycloid is
X — ver-sin- • y — ^*7/ - p'.
ydx
Btisl equation is dx
yarff - V*.
\ cvcloid is ryjiiui to thi^e times the area of the g;eticratine
|d»*MTlbeil by ih>f arc of a cycloid when revoheil about Its boKe
ilbirds iif the Efncrntirip circle.
Rof the xnlid K>'n>-ra(eil bv revolving a cycloid al>out it.<< base is
nrbiiiK c.f iliH cin-iinigcribini; cylinder.
fral<*nlUH. — In On- lnL»j;ral calciihis wi? hnm torehim from
Itl lo till* liiiii-tion from wliicli It was deriv<»[| .\ nmnbttr nf
kjiiftKRions arn >rlvcu abuvi-. i-a<>b of which lins a Icnowii In-
DDdliiir lo It, and which Xwm^ dilTcn-iitluted, nlll |>i'(Xlm'c th<?
lUl
.1 fnni liiiiiH any dlfTerential eipreJ«l'm may l>i^ Inletrrated
•:■ iif the known fmiiis: and the ni'peralions cf Ihf
riiainly in niakitif; yiich traiisforinalionii of uivfii
;is Blialf rediiCB Uinin to eqiiiTaU-nl ones whose In-
, rt n .
I of inakin*; iheae traiisforniaiions reference innst be made to
I ou differcQllal and iuirgral calculus,
1-
M.\THE>UTIOAL TABLES. ■
^
■
BKClPBOCAIiS OF KVItEBKBS,
M
No.
Recipro-
cal.
No.
Ket'iiiro-
cal.
No.
Recipro-
No.
Recipro-
cal. 1
Na
— 1
1
1 .OlM(X>«)0
m
.OI.MJi'jOO
187
.(Xt78740ii
ISO
.0032(H1I6
353
i!
ErtXitKWlKt
5
.OlM-iJOl 1 8
.00781 -mi,
1
.OO-v^-JDOO
«
a
.S:i:iS3:iSl
II
.0:.5I.'il51 ! «
.Od^Sl'Jt,
«
<J0i52<«S."i.'i
9
K 4
.25O(KKJO0
^
.0140-337
1.30
.007U!i-.'»:l
3
.00,118135
«
I '
.aooooooo
B
.014T03S8
1
. 0071)3: l.'.9
4> .00ili404
7
■ II
. leoociwr
B
.01449875
S
.Oil70T-''>7fl,
5
.0(1512880
8
T
.M28aTl|(
70
.OI4i8571
S
.0..7.')1SM)
0
.O(i:iio*i
B
'm
B
.i-anwjoo
1
01J084oI
4
.noviiijco
7
.oojorou
2»
1 0
.11111111
2
.(1I3S8HSB
5
00740711
8
.IK>,MkV6I
1
■ 10
.10000000
s
.01400863
C
0073.VJO»
11
.(H),WSfil3
a
I 11
.0".l(HW9t>9
4
.0I3.M:«I
^
.00r-i9!l-.'7
300
.OOfuXKlOO
1
■ 13
.0Sat:):K.1
5
.oi.sasBii
8
.O07-J4O:te.
1
IWtWVJ
4
K>9
.imo-aoa
e
.01315789
0
.00710424,
2
CI049.W19
6
B*(
.07l4il«7
7
.01-J987U1
1*1
.0')7l4i8fi!
3
.Ol'4U2Cll
B
Vi»
Memm
^
.01383001
1
.yi>70!)-W>'
4
.OOllKlliW
7
^ IB
.OOicHXHW
1 9
.01:ie58'£j
a
Oll:o4e■i^|
5
.0<US78<tfi
8
17
.(©SB.'S*')
80
.oiaswoiio
3
.OW-WKlOl 1
li
.0O4854.'J7
9
18
.0,VjS."i5.VI
I
.01J345B8
4
.ftWil4444
7
.OOl8a09J
870
19
,0.Vifi3158
2
.0121 BOia
6
,O0««W.')5
8
.00)80760
1
30
.avxwooo
3
.OtiOlHIO
G
.OOC84l)31
9
.00478409
2
1
.IU76I0O5
4
.oiifloirc
7
.O0S8O273
310
.00170190
8
K s
.01.5 IMM
s
.01176471
R
.0iiO7,'ifl7B
11
.0O4739HI
4
■ 3
,0J3<:8«
e
OllBOTl
g
.00071141
12
.00171 (.)fl6
a
I -1
.0411)8667
'
.01 1494 i5
i.yi
.00008007
13
.00469484
6
1 <^
.(MOOUOOO
1 6
ousoaat
1
.000022.52
14
.011487290
7
I «
.03846IM
9
.01133300
y
.00<yS7HO:»j
15
.0»l6?ill0
8
■ T
.03^3701
90
.0111111)
a
.OIlO.'l'l.'iit.M
IB
.om<i29<vj
•
8
.0;«714:!fl
1
.01098«)1
4
.Ol)«J40Ml|
1 4
.00460830
sen
9
.03(18878
2
.oioMs.'tn
5
.OlWl.'.tdl
18
.0(M38n8
1
ao
.o^m»!m
s
.01075469
6
.00011020'
19
.oo4sae«i
9
1
.08825806
4
.O1I1O3S30
7
.00«aOW3!
2ao
.00454546
a
s
.«ii;!:>ooo
5
OlOa.'tiiK
It
.OOftJ'.l" 1 1
1
.00453489
4
i
.o:«).'i<K«>.')
6
. (H 011007
9
.O062«».'il|
2
.004.50450
6
4
.ftiBllITII
4
.010:100 i«
160
.O0e35OU<V
.1
004484.%
(
&
.0i857m
8
.0105M(W
J
.006211181
4
.0O14IH29
7
6
.0-J7:7778
9
.01010101
1»
.OOOI7-.'8lI
5
.00441444
8
',
.O-r^O.TOS
]00
.OKHXXKKi
3
.oooiar.i:
fl
.00143478
9
8
.0-J«.)157»
1
.00990090
4
.oobiwmI
7
0M40M9
890
L- "
OBWllOa
2
.00080892
S
.OOOIKWOl
8
.00IS8MI8
1
^ 40
.O-JoOtWUO
3
.0O'J70«74
6
.*IO(fllO|
U
.00|.3l<08t
8
■ 1
o-iiiawr
4
.ooiwn.vjHi ',
.iXttSH'iOit
a;w
.004.1178:1
8
m ^
,(J--'.1!«l9.i'.'i
5
.ooorviMsi) 8
.00r.«J2:J8'
I
.004.1280)
4
m 3
.0-.'J2-'>5aii
6
mmi^swii
SI
Oi •.'191710
>>
,0(M.SI034
S
■ 4
.O-jaTST^ri
7
.oo;i:ii.-5Ti(;
170
.ottVs.'WM
3
.00)29184
e
■ »
.O.-iM-.'-.lJ
8
00U>-)B.'C|
1
,(K):>847!t."
4
00427:i50
7
1 0
.OiiTssis;
'J
.0iiyi7(31l
«
.(yrisimifi
fl
.O04-.'.').582
8
1 '
.02137(100
no
.009011091,
3
.OaJTHOl',
0
.001'£1729
9
V >*
.O-JOSVlli
11
,oo;h)ooi.ii'
1
1W7I7I.'!
7 IIOIJIIUI
300
r »
.oaowwiu;
1.'
.uwi».;8j?'
li '""'.'
-' . ..■..l.-.jj
1
iSO
.0-jooiiooOi
1.)
.00H149.v;i
t.
: l;0
a
1
.OlOlXlTSI
14
.0087710.');
. . ■ . .■ i i.'.iir
a
t
.011)'j:i(l7;
l.'i
. 00803.505
k; uii:!i,i ,'.in
1
IHIUIIIIS
4
3
.OlWir/J:
10 OoSO-JOOllj
» .00558«r)!>l
2
.O04ia;>.'3
5
i
0
OIWIS.Vj'
i"! («w-i:nii
ISO .(»lW,'i.VI
!
OOJll.'rii
ft
T
«
9
1'
.«'/' *
'"'xn.v.' 1 ,1 .iM:,:ii,..\i
, •J.'ix. \».HUHiyAl
V YA'i
L
■BWOII 0 .OOMI»U
\ \\ .ooasam
r
■■
~ 1
L
REOIPROCAT.8 OP NDMBBRS.
"1
I
pro-
aj R^--"-
No.
440
Reclpro-
No.
Red pro-
col.
No.
Raclpro-
|S«W
381 1 .00362*07
ooajjsir,
Ml
.0O11H095
S76
.00173811
I51ST
a' .(XhMUTHO
7
.00-ii<7U
1-2
.001B.Mia
7
.001.3310
I44es
s: .ooeeifsr
>t
.00-Jia2!4
13
.001941133
B
.00173010
is^eo
4
(HMMMi;
i
.00:."ia71T
14
.00191582
0
.00173713
l«M)
B
.(»y59740
4f>0
owiS-.n!-.*
15
.001941;.';
580
.0O17S414
iir^ae
e
.0<KB90«T
1
.0(Wil7-*
lU
,omy;i7i»M
1
.00173117
iny.n
T' noe.-.xsasi
2
.002iI-iTO
t:
.00193134
2
.00171831
■:.''
»
ooasorrii
18
,0i,'i9:«»S0
3
.00171.53:
i
41
.00*.'OJOI
IB
.001 0307 !<
4
.00171»i;(
.i^i f,
,(Kh.'l»rWJ
SVO
,00|9',>3IW
ft
.01 170940
- ■'\'< 0
OOilKOH
1
.0019lfl:iy
0
.00170018 ■
( •■*|i 7
U(1-,'I88IK
2
.O0191.')71
7
.ooi;o:i.'>.s ■
'-,.-.:il| tt
.OlWIMJl
3
.001 91 -JO,-)
8
OOITOOI'.-* ■
-:'l »
oo-Ji;*!.'-
4
.I10UK.IS10
9
.0(MI.»7:9 ■
4(10
OOilT.iBI
S
.001fl<l<7(i
590
.001(19491 ■
1
.oo-.>it;9-JO;
fl
.00191)114
1
.0010930.*) ■
Ul'J*
7 Jxi-r.lSM)
S
.(Wiiwrpi
7
.0OI.S9753
3 .001(1.^*10 ■
KMUU
8! .o»ai«c.
i
.00315983
B
.Odl.^tWM
3 .0III(1W34 ■
W40I
8) .0OSS0O27
4
.Oll--'IKJ17|
9
.H01:890;iO
4
.0(Jia8»."iO ■
IMMTT
4(10' (Xi-iWOtti
6
.IK)*,'l.'y064
530
.0018811711
5
.0(I1IIH0>'7 ■
r.6\9
r .00i493~,
e
.00-214503
1
.00188334
»
.001H77K."i ■
MTJiC
8 .OO'-MSTbOl
7
.00-.;l4133
J)
.001879™
7
.ooia;.w ■
H85M
3, .0«h>-j8lS9i
e
.00213(175
3
.00187017
8
.001G7334 ■
MSffi
4 .00-ii:5S5
0
.(i(iji:)-:ail
4
.0018730(1
9
.001(16945 ■
MIIB
& . 00348914
4T0
.(«h!l27B(;
6
.00188910
600
.001UIW17 ■
W3&5
6 .008(6305
1
.oo^iaiu
6
.0018()5«7
1
.DO10t.<i99 ■
KiMfi
rl .OOMBTIX)
2
.00211801
7
,(}01W.3'2C
3 .001(10113 ■
MMS
8j .oua^soflfi
3
.0(121111(1
H
.0OIH5HT4
3
.0OI(aW)7 ■
mtw
9 .00344)01)
4
OOSIOlliU
u
.0illHf.,VJ8
8
.on|0.^^(H ■
K??
410, .0lh.'4.W0a
A
.awio«8
.•■.40
.(>1)I>'.')1K.']
,^
.00l(l.'',389 ■
]] .oinMlwa
6
.(KKIWIS)
I
foi.si-ia
6
.ooir.'ioie ■
mii^
IS 0<fc>4a71H
7
.OiV2(iBO)l
'J
OlilSl.'SOJ
*
.{101(14745 ■
!I7»M
!8 .00d4s;iSl
8
.OO-JOtiiL*
ii
.0|il?<41(13
8
.00184474 ■
Ips^
14 .00i4lM(l
9
.ooaiisrtJH
1
.iHi;x:is-.Tl
9! .00I(V)3(>4 ■
^ffl4
15: OOilOWH
4f>0
.00-JLlSl.T)
, 5
(lUI^SI.VJ
UIO' .OOKCttUi ■
^■QO
16' 00-'4(e«!i
1
.oo-j(Kr*X'
I (1
oiiisai.'rf)
111 .OOKWilltf ■
Hpi
ITi .OfliSBHm;
i
ooaivios
7
.001 s. SIS
13
.U0IU;1899
IPSw
18 nyy-m-M
3
.00l!07()3li
S
(JOIS-JIH:!
13
.001(W133
li^io
19 .0<K38B<H
4
.0O-JO06I-2
»
.001H3149
14
.0010-;Sd«
»I«0O
430 .0(«WOB.^
S
.00;'«01K6
.'SO
.(KM HI SI 8
1.1
101031103
noaoo
1 0(V.>.1TK30
8
.00-205;CI
1
.(XII81JS8
10
.001(13.13a
BTJII','
a ,0l1".'S(H»6T
7
.001H15.3-W
«
,0ii]Hir.9
17
.001(13075
rPMW
3 0O.'.'«l(i7
8
OOaOIBlh
•6
1 .Oii|!HiN:i-.>
18
.0O1O1H13
: '■ Id
9
.00J()|4SW
4
' ,0OlKii;,0.%
19
.00181551
'',
4no
.OO-JIIO'^V
ft
.OOlsniSO
«S0
OOteiVfiO
1
.(HV.'IKKWM
C
.<iUI7'.iM(i
1
oouimsi
lpH-1
t .'A'V.Jil-'"-'
8
0030325^
r»-
.ooKiwa
3
.001(10773
8 .Ofranojr.
3
,(KHO>WO
8
.00171311
3
OOlflOSU
^RR
9 .OO'.^XilOll
4
.oo-2oa4-2y
0
! ,fl<il7S891
a
(lOKMK.'M
^K3
430: .flos3'.;&.^R
5
.oojcjiwo
* 5ffll
fl(ll7n.'.?l
5
. (101(50000
^£4
1 ooasaoiB
G
.ODilOKli:)
I
(K)l7H'.'.'i;i
fi
.001.50741
^Eq
»; .0(«8UHi
',
,Ofi-.'i'l-,i);
;;
.IKM^MC
7
,001.59490
^^M(l
si .OO^JSOWT
8
.OiX'iMiWi
;i
fliilT'ilu'O
8' 001.^93.-M ■
^Ek
4 .00£«)1&
a .0(«(H4i>!
4
IK) 177 311.5
Ol .00l.'.8d83 ■
^kO
6 .On-JiHWM
5O0I .0(fJlt(IIHII'
r
Oill7ii'.'lil
(«0 .00158.30 ■
^Kix
0 .OOiSW*
7 .OO-iSBM
1
.0(iUi<.iiV)l
1
(lill7i:ii7H
) .00158479 a
^E^
i>
.iXll'JO-.'0:i
7
.CXll7''3i;7
■i' C0l583^^
^■pg
«< .OttjjR.IIO
»
.iwiiiKSd';
I-
('Ill7fi0r,(l
8 .0<II.^7979H
^Eki
«| .DO'STTIKl
4l .(Kiinen.-i
1 i
r .0(I1577-.'(H
^Ef
440! .0I>SW7.>T9
«/ .«i?;i*/;'i)
I nn
(
•, .(»\b1\9M
^Er,
, /■ .(Ii>JAIT:>TI 0! .iVliT&Jfij
' I
1
O^^KjHH
i
f^^il /•»«§!
8
.Ot'L 1 )'■*', J
»
.00ir468(
'i^^^^^^l
^ITARGS, CUBES, SQUARE AXD CUBE ROOTS.
jp
m^
iKn^ C.I
MATHEMATICAL
TABLES.
■
WAV
TBKS, KQl'ARK ROOTS AJt
i^^^^^^l
ROOTS OF MUnBERS FROn .1 TO 1|M
■
Ouhe.
8q.
Soot.
Cuhe
Boot.
No.
Square.
Cube.
1
M
.001
.316-J
.4641!
8.1
0.61
29 r- •
M
1VJ43
.(.mi
.8873
.5:J13
.9
10 34
33
I^^^H
IM
.008
,44--.;
..5848
.8
10 89
85
'^^^H
IHfcS
.UtS6
.500
.G.1U0
.4
11.56
SO .J.M
n.i '^^^H
!•
027
.6477
.6691
.5
12. !S
48873
1 l^^l
1935
.0429
.5916
.7047
,0
12 06
46 f '-
. JH
IS
.061
.6ai.5
.7308
. 1
13.69
SO 1
V
was
.0011
.6708
.7863
.8
14.44
54 '
M
£
.laj
.7071
.7987
.0
16.21
i9.;*i.
1 1 f*^^|
035
.1064
.7418
.8193
4.
16.
01. 1
(M^l
b
.21B
.774B
.8434
.1
16 81
68 !»^"
^ ">'-* l^^l
few
.8748
.8063
.8662
.8
17.61
74 '
^^^H
*^r
,3«
.e:«7
.8879
.3
18.40
79
j^^^l
.4219
MM
.9086
.4
I9.30
86.1 1-5 ,
l^^^l
1*
.512
.«m
.9283
.6
20.35
91.125 .
ttS5
.CI41
.9919
.9173
.6
31.16
9:..<n'-
> ...^ ItJ^I
K^
.-■J9
.94W
.9655
■ i
2:i 09
103 ■•
i^^^l
■st&
.8574
.9717
.9S«1
.8
23.04
no
1^1
K
1.
1.
1.
.9
«.01
117.04..
»■ ^ 1 •
jites
I.ISS
1.0£5
1.016
S.
S6.
i». ,
t,:ittKH
1
h
i.asi
1 040
1.033
.1
26.01 '*' '■'-' '
y ,„
iM
»8!S
i.wi
1.073
1.018
.li
27.01
"I^^^H
1 7)W
1.09S 1.063 1
.a
28.09
^^^H
v'A
1.9.VJ
l.IlS
1.07?
.4
20.16 ..;.,..;..,
, ^< fl^^H
V
3.197
l.llO
1. 001
.5
30.35
ia«.s7.'.
^.»i6 tl^H
fiss
S,4«0
1.168
1.105
.«
31.36
175 «'«
I^^^H
)0
a. 744
1.183
1. 119
.7
.13.49
185 :
^^^H
loss
8.019
i.aM
1.132
.8
ai iM
195
I^^^H
15
3.375
uauT
1.1447
.9
34.81
afi.u...
ii^^^H
1U«
8 724
1.345
1.157
«.
36.
216. ;
4 (tUb jt-^H
M
4.090
I.2fl5
1.170
.1
37.31 "'n 1-1
. , ,. [jl^l
raa
4.49-.!
1.285
1.183
-2
38.44
^^^^1
w
4.U13
1. 304
1.193
.3
30 69
^^^^1
)t!S
5.369
I.S33
1.305
.4
40.06 .......
^^^^1
»
i.iae
t.8<3
1.316
.5
43.85
K7*.&a 1
^ ZOO 'l^>^|
es
8.333
1.360
1.238
.6
43. !«
2W 4<i«
1 l^^^l
6.859
1.878
I.S39
7
44. H9
300
'i^^^li
m
7.4IB
1.390
1.349
!8
4tt 34
314 :
^■i
8.
1.4143
I.2S99
.9
47 61
S3S.;.i;,;
1^1
v.sei
1 449
1.381
7.
49.
843. I
}.iytM
H
t
1061S
1 483
1.301
.1
SO 41 ' H\- !11 1 '
1 665
'a
t9
12 1«7
1.R17
l.«3(l
.8
51 84
•683
i9
n
18.841
1.549
1.339
.8
58 39
• 7W
<W
%
IB «J5
I.S81
1.857
.4
61.76 . .. :.i ,
.: 780
I ^
17-.'i70
1.611
1.375
.5
56.35 iii.V'.i 1
.>,78»
' 1
b
19.083
1.043
I..3e3
B
67.70
438 n:<;
• r-iT
, 1
1
Sl.a&l!
1.073 I.40D
.7
&9.«>
456
■ ■
E
M.MU
1 70M I 4'.'«
8
w.Si
474
< ■
b
i
i.TKl }.uia
1
.9
<B.«1 1 4W1.':,.
- - ^ 1
1
^H^H
^
SQaABES, CDBKS, SQUARE AXD CUBE BOOTS.
^
tiun. Cube.
TBMTOOl) ao. 736-1
88318875
Ill
fill. . ,\'J
f ItBtM I 8St840nO
1SI4KI I 857MI21
•J0.856:
au <J045
iO.»-J»4
ai.ooou
Ml.tMTti
.oTia
7.&I7H
T. 65.17
'. KiM
7,671'.'
7.5770
r.S(t«
7. Sift*)
7.6'JI4
7.0001
7.flOSfl
7.6117
7.CI74
7.<J*!-J
7.<i-.11'.l
,C."Mli
7.6103
■■it.'
«e»ii
a»rw
SlOfiJl
aiw)
ai'jui
ai»m
■Sltfjli
I
WI96.175
04til>MlS
gtio; 191-3
96704579
97346000
9:e7-jiei
9IM]I1^
I 9iha-«J7
' 99H973U
$l.0»50
ai.ll!*7
•JlJtHi 7 6^»ti0
'l -.'Liaiili 7.6.'il7
,'J '.'IISUO 7.6u74
:; Jiaa
J I 2368
i\ .2608
21 .aH3M
ai.3U73
ai.saivi
t'l. 3.542
ai.aTTtil
il.4«09
•il.lWS
31.4476
til. 4709
21.4»4;!
21.5174
121.5407
^
7.6ii;ii
7.flu8a
7.6744
7. (BOO
7.8itor
7.0614
7.ti'J70
7,7l>?6
7. ton:!
7.71S8
7.7191
7.7SoO
7.7*W
7.7.im
7.741B
:.i(>W46J5 121.3639 7.7473
iii|1046fl6 21 5S70 7.7520
^IHWS '101M7rifl3 !21.6102 7,75.11
*IW4 ll025O3vM-J 21.6;«;i 7.7639
*»M '103101709 121.6564 7.7605
11.1833000
■ 144«7111
M5I610I8
"rit«3Si7
106490.124
107171875
1107850176
|(|W)1«)3
No.
483
Square.
Cube.
Cub«
Uoot.
33.5235
114081125
22.0287 7 K588
186
3:16196
iiiTyii'if.; i'l lU.M' 7 8oai
4X7
237 IGU
115.%. 1 -! ; «i70
).S8
2.18114
lifij:. ; «7«)
IM9
339121
ll6;i.l" ,'. 7,8784
400
340100
117819000 liR 1M9 7 8837
191
a410Hl llSi7ilT7I '.',• l,'>ol 7.8891
iVi
24-.1I64 ll»)'i . - ; ; 8944
4»3
a4.«M9 ll9^. 7 wnw
494
^4030
laOTk., 7 UOil
4115
3.(5025
i8i2er<!75 l2a.a»86 7 910.-1
49B
246016
I2202:W3n '■:.' 27111 7,9ir.8
197
247WK.I
122;<;: 7 9211
4ilK
24»(lK.>4
12.iV ' 7,I»2W
^99
2.190111
1242.'.:' i 7,9317
500
3.50000
laSOOOOOO 2S.360J 7 9:J70
.Wl
2.)10Ol
125751.V'1 '22 3-*:« 7 9128
.502
2.'.20u4
12i-,5i«. ,1 7 9176
.■ioa
2.'.30*iy
127-'. 7 9528
fiOl
254016
12.fi(i2r ,. u 7,9181
505
235025
128787685 [23.1722
7 9t«»
300
2.56036
I29.55I2I6 •.^■ r.>ii
7 9UK0
307
2.57019
1:M!;. ■. 7,9739
608
•Z:,HM Mill,- ' 7 9791
auB
239081 131>: i 7,9813
£10
280100 lS20ftlO0O
2^.5832
7 Wflfl
511
261121 1334.32831
22.6053
7 99 J8
312
■-i;2144 1 13421 772-*
22.0274
8 OOOO
513
2»>!1(19 1.351HW.97
2; 6 19.-.
8,0(X53
514
204196 ,18.5796744
22. 67 16
8 oior
515
26,5225 :i.36590«rr.5
22.6936
8 01S6
Tiie
206256 187388006
22.71861 8 02I«
517
aiitiKft i:wiKSli:i
2.' 73;6| 8 (WHO
518
ai-:!.'! i:i-',i!i!s:;; 22.7.V,m| 8,0311
519
2l>U.Ml
13y;its;i.'.il
2*.'.7Hlfl
8 leiia
270HT0 140608000
27144! 141120761
272(H4 142236B4S
273"i29 li:il(.5.5667
274."f7u ,143877M.'4
22 80351 8,0115
2-.',K2.54; 8 OIBU
22 S173 8.0517
22.SU92I S.O.MIU
r.'2,sHlu' S.062U
.!??V78
'llIS^(f4l il 'Ml? 7.S35jf-iHII
iii0TA'>(i7 HI. arm 7 ^m<ifvi<^
na.H7S)»7, l-.-'J.OomlJ ^411^
i
rABES, ODBES, B<JUABH AND CUBE ROOTS. 87
■ Cube.
Root.
Cube
Boot.
No.
Square.
Cube.
Sq.
Root.
Cube
Root.
■
2.8'JM
0
45
2035
91125
8.70.«
3..\'>e»
■ S3) . 4 11
■:.SJB
a'ooa
46
2116
973!K
6.7«a
3 5S.«
■
•~'.m~
47
3209
io:wa3
0.8/557
3.60H8
■
■-> O-.'.-)
■18
2301
1103'.)2
0.9282
3.6318
r "■■
■iMi^
40
2401
117619
3.fi59it
M tH.lia
•iMia
a. (Ml
50
a-wn
13.VI00
7.0711
3.6810
I.W eaawM
2 »33
a. 049
51
2601
IS3651
7.H14
3.7084
.» 6&8 503
2.950
2.057
52
■r,<H
140608
7 2111
3 7:4-^5
.W 081. -t;:.'
a. 966
3.005
53
2809
148S77
7.2NOI
3 7.'it«
I.X1 704.969
2.S6S
-'.07a
54
2016
1.571B4
7. MM
3.77UI*
729.
a.
a.08oi
55
3025
166375
7.4162
.1.8030
ftt 753.571
3 0:7
a.0H8
56
3136
175616
7.4a3:4
3 82.511
«1 --■•
a. 095
57
;ia49
185193
7..'>-4ll.H
3.84!«
m --■
a.ios
58
3:W4
Ii>.'ilI2
7,61.>H
:).8;i*
M ^-^"
a. 110
59
34H1
205.379
7.ll.'Jll
3.89.10
m esT.ars
>.« <J84 T30
.1084
a. 116
60
3600
21BO00
7.7460
3.9H9
3.098
a.iaa
61
8721
226991
7.8102
3.9365
149 »i£.tir3
3 1)4
a 133
oa
3841
2.1832S
7,8740
3 9?ir9
I.M W1.1!«ai.30
a, 140
63
39«n
2.W017
7. 1:173
3 9791
M trn>.-.i98
3.140
a. 147
64
4096
2B2U4
8.
4
■ 1000
.1.163
3.1544
6S
4225
271645
8.002:)
4.0.07
■ 1981
8 3 too
a . 'nno
06
4356
2S7496
8.1240
4 oua
■ ITS
3.4(m
a'a»M
07
4489
300763
8 1.S54
4 0111.3 4
■ StVT
SOOM
a 3513
68
4i;-il
31 l-l.'ja
8 a 162
4.0M7
■ 2744
3.7417
i.410|
09
4-61
3.'»S01>
S.3006
4.101a
I )»n
8 8730
a.4«6a
70
4900
343000
83660
4 1218
■ 4096
4.
a..M9tt
71
5041
li-iTSI 1
8 4261
4 i4oa
■ «ia
4 van
a..S7i3
va
51^
■•573'J4S
8.4N.',3
4 1602
■ «03S
4^1ill
a.iiaoT
T3
.^■129
3'<!KM7
S..''.440
4,17*3
P «•
4.35S9
a. (1684
74
5476
405224
8.ilOJ:ii 4.19b8
WW
4.4S1
a., 114
75
aiS5
421875
s.mnn 4 217a
K»l
4 .^^--fl
•J 7f)S9
76
5778
4S8«70
S 7178 4.aS»»-
i<M4S
,
i.Tt
t '
5929
i.itwa
8 77,50 4 2513
'X
\f
T»
«»1
474552
8 m:)1« 4 2727
<
-4i
7»
0241
4'.»:iO:)9
S.SHH21 4.2908
; isfts
5.
8.0240
80
6400
SKOOO
H 9413
4 3f8»
1 I75T8
S.09U0
a.oeaa
81
6.'i61
MI441
a,
4.a2«r'
1 19083
S.19&!
3.
82
6724
W13B8
9 0,'i54
4 814"f.
StflAS
5.-X>\5
3 0300
83
66.M0
5717X7
0.1101
4 3<12l
r a««»
s.sai
;i.ora:i
»!
7050
.592704
9.1652
4 :17HJV,
B ■'I'ooo
B 4772
3.1078
Be>
7285
611125
9.2195
4. 39691
■ M:»t
5.5«78
3.1414
80
tiflN)
630056
9.273(1
4.4111)
■ srts
S.S5S»
3.174*
87
7-.li9
058.508
9 .3i7(1
4,4^110/
■ »«37
R.7440
3.aOT5
S8
7744
IM472
o.saoe
4.41801
P »»0«
S.HDIO
3.2396
89
7921
704969
9.4;M0
1.40471
«J8TS
5. Mi
8,2711
90
SlOO
729000
9,4868
4 4814
M«5e
li
!! 3019
91
H281
7.53.571
9 MWl
1 497»;
1 nnrm
[-, -?-:-"^:'
" ":''ja
98
MOl
77Mt»
U 5917
4.514*
1 MKt
' M
93
864«
804:457
9 6437
^■^"^
1 S«3l9
.. ;j
91
88.M)
8:10584
9 0951
i :>m,
II MOOO
6 !t?ifl
.» •/»*» J
0.i /
ms
807375
9 7411l5\ 4.y^
I JJiSii
f ''"'
9. MIS' i
911
oaia
8S4Ta«
9 ;v>M^a
^^^K^
' /
»;/
lllirj
ofsrnS
9 ay|^H
^^V ;'
/
"*/
wai
U 1 1 192
u.«j^H
tl
._
r
&t> 1
mti \
Dro-ita
ttj
T
1
MATHEMATICAL TABLES. 1
^Bo.
Square.
Cube.
Boot.
1
Cube
Root.
No.
ISS
Square.
Cube. 1
' 10000
innonnn
10.
4.G416
240«
8f?338T5
^^01
i*!m
Kiyosoi
10.0190
4 C570
158
34a'«l
8798118
r UK
IU404
10611KI8
10.09»
4.6733
157
31649
3889893
fc 103
lOWit
losarar
10.1488
4.tW*7.5
l.'i8
34U84
S94431J
lOtllfi
11348&t
10.1980
4.7037
158
25381
4019679
11025
1157035
10.3170
4.7J77
lao
35000
4096000
113 6
llitlOIO
Kl.ift'iC] 4.7:k'«
iiii
35931
1173381
1141fl
vasm-i
10.3111' 4.7175
1B3
38^44
4361538
110&(
1339713
10.3033 4.7(133
16:)
36569
4330717
11881
1295039
10.4403
4. WOO
104
a0896
4410941
^Ho
1210O
1.131000
10.4881
4.7914
1(15
37325
4493125
^K>
liSei
1367081
10.53.V
4.8080
IM,
375,56
4.57439C
^^■i!
1£S44
nojtc's
10.5890
4.8303
h'.t
3;f-89
1657463
isrea
1413X07
III. can
4.S;(46
iiiH
S8334
4741633
^Hl*
129(W
USI544
10.8771
4.M88
l(!»
38661
4838809
ma
I6B0«75
10.7388
4.8899
170
S89O0
491.1000
^^8
13456
issoems
10.7703
4.8770
17:
39841
B00Q31!
r 11'
isase
l(S(i|613
10, 816?
4,fi!»in
173
39SW
6088448
L 118
13iH4
16 18035!
ll).8028
4 aoisi
173
39939
6177717
k^s
141GI
1685159
10.4«87
4.UI87
171
80870
ftSflHOM
14100
1-38000
10,9S4.\
4.0331
17B
30639
8359376 >
^^nti
14641
177I.V51
II.QOOOf 4.0461
176
;-)Oi)78
.I5451778
1 12-2
14BS1
18I.'>84R
11.0454 4. 0567
177
31.339
&.t4.V33S
L m
I5I3B
imwesT
11,(190.=) 4 9733
178
31084
5689768
I&376
1800824
11.1355
4,S8S8
173
33011
5736389
isa«
i9."aia5
11.1803
50O0O
180
.S3400
S«330C0
i.'We
8000876
11.8350
S 0133
181
•WOl
5939741
^r,^
laisa
•JO 18383
1 1 .3604
& 038fi
iKa
:«134
6aeK568
198
188IM
3097152
11.3187
5.0307
i.sa
I'M 89
613W87
!•»
10041
ilKMWe
11.3578
5.0S38
184
3.3850
6339604
lao
16900
31117000
11.4018
5.0658
IKS
34*.'S
6831691
131
iTini
331S09I
11.44W
5,0788
IKO
31&D6
8431888
183
17-1J4
33(KK»68
11.4WII
.^,091(1
l.'*7
3iai;g
66:)930S
1 1.13
K688
23r)3l-W7
11 5«0
5 10)5
IHH
3.5,344
6844872
Lg64
1^58
341MI04
11.575^
5.1173
189
S573I
8T613S9
H>
18i->5
24fl0:Ci
ll.fil'.10
5 13911
19(1
38100
«8.MW(W
^n^
I84'jt)
3S1WM
Il.Ottlfl 5 1436
101
.30481
8967871
' in:
1HT«»
SS7I353
II.70i;i R.1.%1
yj'i
■■JtiSfll
7077888
ISS
i!WI4
3B'J«)78
11 71T3, 5.1«76
1118
373JU
7IS1W67
lau
193J1
3)Sa.)ttlU
ll.;8W 5.1801
1U1
376«I
7301881
140
IQOflO
37H(X»
II 8.138 .'i.lSBS
iia
38035
7414879
Ml
I1WSI
48(t3«l
I1.H713! 5/.WH
ii>ii
38116
75396.18
11-i
■M\«i
tims»
ll.Oinil 5 3l7t
107
38809
7615378
1 '<'
JOHS)
39.'4a07
11 95aS 5.3391
lUft
39301
7763393
•jor*5
3!WoU»4
13,0000
5 3115
199
.39601
7880699
K
tlOW
MMMiS
I3.04IA
B.iKWS
20()
40000
8000000
^^^^M
<1SI8
8113138
la.osso
5 31)58
«n]
40401
8130601
^^^Bf'
«I«W
317(1838
12.1341! .'S 37781
303
40801
8343408
^^^^K
tim
ai4l7W
13.I(V.V) 5.38961
308
41309
83B5I«
^^H
•HOI
SaUTlMO
13.3(W«i
5,3013
304
11610
84HK04
^La!
— ~»«
13.8474
5.S138
«»
4«k»
8615196
1 '
tl.M»83
S l«J
aoe
4M«A
I W*\«V*
^^^^^^^^^1
ti.muft
6.S3U8
Vn \ ^644
\ «(»!«&
^M
M
\ <><vr<a««4
so lt8'l(l !• S-HH
31.(XH)0; '.r.WlKt
8(i«.»;7i-,'H ai oic.i (I XT- '
88184 i:m 31 <Mb3 fl.K:s&
89«i8Jr.'S 31.0614
QftiaKKWSI .OWlfl
anrrtHfl-.'saaiii-.";
9 8819
n 8KV1
«_8Nh8
OlMTSrtOokH H48 9 fflMW
9IMUHtill|})l.I60il 9.9t>v!4
fliHjpKKMHiai.irtnii n flow
ltt40IOi!>»|:il.'«)!Wi 9,*Va6
fl-2fta'in!175\81.9a60\ 9 .«".«5
n29Ti4)TBUi\.a*'ni\ a *\"A\
ills 1 1 \ -IVi 3 1 . T,'M> '.> . *i*'''
F
-1
H
90
MATHEMATICAL
TABLKS. ■
No.
Square.
I'd be.
Sq.
Root.
Cubs-
Root.
No.
Square.
Cube.
1
Bo
19.1
19!
V.H
19 -1
19.1
821
3,3
334
1CK4U0
1113041
103M14
1043-.i9
10-1K6
82768000
330761UI
33388*18
a30flttM7
3401il*M
17.8S85
17 OIK
17.9444
17.9722
18.00(10
0.8300
6 8470
C.8341
e H<;i2
C.S083
.375
;176
377
378
879
140625
141-376
142129
14 -'884
143641
.')a78l373
5:1157370
.VWx2rj:i
.'■>4il|OU.2
Miauusii
8s!5
3!.'7
3«
33S
10S6'J5
lOfiJTB
loes-jo
lli:S84
10!«!41
31388125
33ti4o»76
:«llCfi7ia
85287852
3561 law)
18.0278
18.0555
18.0831
18.1108
18.1884
C 8753
6.8824
B.8894
6. 8964
6.9034
380
381
»i2
3f3
144400
145161
145924
U665-9
14745Q
548720O0
557429(18
56181887
5ia23IW
19 1
IW.f
19.!
19. e
ID.S
sao
331
3r«
333
334
lOSOOO
IlJO.Vil
iioa-j4
llOSHll
111S5B
35&S7000
3t;a*j(i9i
auMiiata
3i3>,.*'.ii37
3726y;04
18 1059
18.1934
I8.S2«.'9
1S.-J483
18.2737
8.9104
fl.i}l74
6.9244
6 itiia
C.»S82
385
38«l
387
388
389
1 1482S5
1480DS
, 14976U
15IIW4
151321
57006635
57512456
;>7mms
5>i41 10^2
r>S86a869
10 (
IB.(
I0.<
lO.t
19.1
335
iiaaai
112896
H83ti»
114214
1141IQI
87393375
37«3:ja-.(l
3827275.1
38()l447'i
8iill5U21»
18.3080
18.3303
18.3576
IK S81N
18.4130
6.9451
0.11521
6.9389
6.963H
U.9;S7
3S0
391
3112
3113
39J
1 521 00
152881
1^664
1M149
15o:U6
59S19000
.507:6471
«lfi{6;(«
tt(lc.B84.'i7'
(inH29K4
ml
19 1
!<> ;
19^
19.i
340
841
348
343
344
ILMOO
110*1
11«1»64
lI-«4»
Mtsm
39304000 18.4891
39051821 [18.4062
400016K8 184WB
4l)3MtMI7 18.5303
4070:684 18 6474
6,9795
6.9f(H
B !I93-.'
7.IHHIU
7.01X58
396
397
308
i.-ieoss
ir>6816
157009
158404
151«01
61628S75
62ug91»6
62570773
IK1IM47II2
19 (
I9.i
I9.(
SIS
346
847
818
34»
11(1025
]11»7IB
I'-KMO!)
121104
131801
410«a6af. 1 18 5742
41421736 ,18.0011
4I78:9J3 118.6279
42144192 IR OMx
4a3UH549 18.0816
7.0136
7.0S(a
7.02^4
7 O:).*
7.W0U
400
m
402
4il3
404
160000
1B0^01
lblU(>4
162409
163216
64000000
64I8I20I
IHOlrlSlNS
ir4.'i<i'<-.'7
6ol»3a2t>4
2tH
SOI
■M(
■JO (
-jO.(
360
DSl
352
8S:s
364
149500
]2*»1
13H904
1-^U09
lawio
42ft7B00O 18 7083
4324')55I II8.7»tO
4.?(il4208 JS.IBl*
4.1986977 IB. 78-3
443til8(>4 1H.S148
7.0473
7.0f*40
7 0607
7.06T4
7.0740
40fi
40B
407
408
401)
1640S5
104836
105619
1 (10464
167281
664-»ia5
0(.irj.i4io
67119143
6;9I7.1I2
6M 17929
20 1
20 1
20.1
20.1
20.1
3S9
8-'U
:«7
338
86»
iai025
laiTao
127449
128IIH
44738875
45II8(»IB
43190293
458S-'7I2
4C2«8-rB
18.8414
18.8680
18.8944
18 9200
18.9473
7 0907
7.087.-1
7.0040
7.1fl('C
7.1072
410
411
412
«r>
414
108100
168»-,'l
169744
170560
171896
Gr-92l00O
6M26.'>31
6MI84KBI
70444997
70007044
20. i
aos
an.:
w.j
so.)
3fl0
Ml
l!t(l*Jl
131044
]3l7i;9
4Rr..'>80flO
4701.-*8|
47437928
4:8;«147
48228.'>44
18.9737
19.0000
19 0S63
17 0528
19.0788
7 1138
7 1201
7.i2«n
7.133.'-.
7.1400
41.%
416
417
418
419
1782S5
173066
173889
174721
175661
7I47837B
7H»ia»6
72511713
Tdlta4«82
;350006«
ao.j
SOi
20.4
20.4
20.1
■ 305
l__2?
133S5
4SlW12.'i 19.1050
ifKi-i-TtiHi rn ifli!
7.14fi<l
7 1,«1
7 K^,0«
;wi
1726
430
421
42;;
423
424
176100
17^.'4I
17^)84
178MI
17M776
74088000
T4''.lS|fll
; 1-
■20.4
JO.;
.-n t
■■' e
1
1
BOKSOOO \l0.2.V<i 7.i:9l
t/mt.ttt 19 wn' 7 !*'.'i
425
42R
t . ,'
ifioi'in
l«U7f,
7ft7«562ft
20 t
.2)
■
n
1103
S134
|fMi'«'33. i.WiTio.aiK
133. ISiallO. 3197
»|33. IM2 I0.325fi
0l'a3.1813il0.:*»9
f?l»Wi33.I!»lh0.5-.'W)
BTiSOJ .{S.vM^ li).;i.!J1
3i!6!B!33.24IS| 10.3381
()i<)»3 iWiio ."HIS
•:if,:i(i.:W7
-111 10.:'.17.S
, IT']0.3."<<)9
BUXX)i33.3167ia.:»W
ta06Sll3!l.3:3l7 10.3571
[)3fl9-48*l. 34117 1(1 MW
■ 49Stt7 ;S3.^fil7 lll.;«.i.'S
409MI 3;j.:i:C«'l0.3Ml
iMsrs'ss.sote 10 36»6
•28806:33. we 10. 37-.ie
BS88I3 33.4315!l0..3T57
»lS08ai33..4;«»il0.37S8
1«8139|33. 151510. 3S1II
(28000 38.4601 10.3850
BIHMl 33.4813 10.3SH1
M7848 33.'t»U3 IU.38L2
lSM:86T3S.51l:iI0.!194.1
soosia^'sa.seoi lo.aora
LmIIIIIIIII III! Klin in JAlU
1151
IIM
U53
1154
1155
11»
115?
1158
1159
■') 1709
.1 4rio
13340'i'5'l.'H0ras,ST5[:3.»«3 10 4921
13!ffi33r>:i5448O14ltV:U.0OU0 10 4U&I
13;«f;4y ISIKSICS-Jij -M 0147:i«.49«l
I3i«wi i.v'.aH.ii:.fjij .ii,0i»4|lo..':0il
i.ii ijsi i.VjGw.'i;:'.! .ji.owrio.wj.'
lift) i:iljG<»r!.v.i)Kyr^«)ii.^i.ir.ss u) WTS
lltill i:3479:.*I l,VJI9!iV,'si :'.( iiT:p MI-5I0J
lir.ji l:i.•><h!ll't.M;MK^Vis rii.iiHM lo M:fij
IKK! ir:-j:,i;;),ir)::wG77i7,3i i(p-*i 1(1 'iin.'
1104 i:Jo-i«wi i.".;ti);ikmi rn.ii74 lo.fiiaj
1103 I3o7ii:. 1 ISil'lO 5'i23
HOC laMi.Vir, : : l.J(i7 lOr/iVt
1107' l3iii.H.v,( ;,., ■■......, ,1.1011 10 :Titti
URS, Vifil-.';'! l,V,i:tli.li;;i'j:tt.I7W) IQ,.V1I3
iiiio. i.3i:.o."i;i iw.jiy.t'oy.rM ijoo I0,.\^i3
1170
1171
117.!
1178!
1174
1171
1170
1177
H7S I
IIT'J
1.3tkS9iK) IWir.l.'Umi) :Jl.i».N3,in..'.n73
1371-41 tll()57-.'-lJIl|:il.ai9a;ill Rjo;»
1373384 I0O9H|(j|lM34.i34-T I" ■%»«
l.)75l)-iU I0131«jl717:-i4.ai01 HI .M63
137R-.T«il018ii!H'iih;j :i.t.:>6;!7 10.Ma3
: I.TS3 10 MJ3
I Vyiitl 10 .'..Via
I .'1074 10 .V)S3
I '^iO 10. .5013
l.33C6'l0.M4a
naei uoii^/Ukl tAii)A<<;«kkiiiu i»i ilin mti
93
MATHEMATICAL TABLB8.
No.
Square.
&40
044
281600
2U3T6I
Cube.
Sq.
Root.
Cube
Root.
I
15T4640OO
1^ra^01gl
HjtHOSiXC
UiOifcOlM
B4.'5 , 2!)7B-JS
.■i48 ; S»Si\a
547 30fl--'(»
648 .?00aO4
649 ilONOl
6M
554
S.Vi
wr
&&»
nco
6»l
ftlli
5t»
fiU4
3(M;04
il618T8(ti5
']B-?;7lSSlJ
uaiiiT.'B.'J
Iti4,"ifjC50*
1051(19149
I663TB0OO
niriS4i.ii
iiwimiioa
liSiHl-.'iJTT
03.4179 H.UiS
•.■a.iilM! 8 M(*8
23.»'09i S. 1.VW
•.':l.a(h;4| 8.15M:1
as 3ii8 s.iiWi
■.>3 !M&3
ea Sfifld
•a.aaai
ia. 40114
a. 4807
•a 47*1
ei 4947
!».S160
80t*iaB ,170as.WT5
31KIIDB nTI87n6ie
.?10','49 ,17-.>fWMa3
H\\:Mu |17.>74I11U
3I24S1 ll74«768T»
fl.ica^
8.ir«
S.lTWi
8. IKS
8. 1802
8.1932
8.19ft>
B.-JOSt
S.V-OHl
la 5.184 H :>I81)
a^ li7»7 K •JS.It
a:! 00O.H 8 -WS
Kl tttJO H -itJ?
vra tM3i, 8 i'.i;7
SIMOO in.'5«irOOO •,►3.(1643 R.24-M
.•ill7il I7«y>8l81 liW I18.M 8 1475
H1.W44 l77.'>lU.'!-.;« --SI Tl)«."i 8 S5-.'4
3lli!"HI 17fM.')*-H7 -JSi 7-.>7li 8 i.'.7a
.'1I8(W n840fiU4 |»3. 748:1 8 ^ttlil
nro
S7I
K3
^74
5(w I sioass tifiosoaiai r>i.Tfl97 s.iwto
006 I aeoasG iHia-Juiw iMrmiHl s i7i!i
.^17 :K14S9 lK-.'*i4atB iS).811H 8.:;TI)n
fM a»Ja4 lK'l»04.')-> iJ.'l 8W8 »■■>]<]
•SOD 3-33T61 1844-3IWOII 23 8537 j S.aWiJ
.'M49O0 'l8riia")(KK) W 87471 8.-J913
a-jfl/ii; iki'iiKMii jiKJ 8ft-.8l h -.iOO-J
.Y.':' IS ;M BIC.'i ft.SiilO
.•!i" ;7 hi3 U374 8 3(BU
32U4.,, .. ,:^J;;4 23,9583
575 .S'WCIS ItXHOftHT.'S
07(1 I .'W I"" 1'. "I' 111- 1175
at; "13
ii.'.. ,.., ;,.■!«
078
079
83(V4IjO
8:i'."Jii
£3 9791!
».0000
24.0W8
84 one
^ 00ii4
8.3107
8.8I.W
S. 3-303
8.3-J.'il
8 :M0(>
8 .3348
'10511MO0 it.(»m axm
pjciJMtJI 24 1030 8.. -144.3:
i:h -14 l-i47l 8.3191
-r 4I.14AI 8 i-.3ft
.11 •$« IflCI 8 3.W
.■©4025 4I004487B «
IV-'-'Ki 211TO(«73e 94
i.;ii:i iJC,'T7«I73 SH
1 l3i:JR1711U 24
.%MJ1 214WI7V9
simao !sio(H)POoo
aiii-)iii '..-!-i>xt9oi
'!7a»
^ul. ... -,...;4.S904
3(«!0-3s aauisiw
3«723(1 B^aWSOIfl
3(»449 l»i«4e548
dUmtU SS47B67l!i
870681 taetem
3t>IS7« <'J-..iiii:i7n
89S121I
39438-1
395«41 -,-,....:..
fi.<n 3M900 li.V»47000 m
e;U 398161 •>MHf»'.iH I«
(CW I .399421 ■a
833 400«W' ;s
B84 401951; .„. . ii
4a'ws
404496
40."i769
4(17044
(}3f> i 408821
ssao4:«75
2S7»»4M
«S84748i'(
2S9C9I07S
««09I7I19
24 18«8 8 HKM (MO I 409(100 i«3t44O0O 8!
-ji-.iiTi s '.r,K-_' t'41 iiit-Hi K'e;jiT4;-,'i
■ ■ — - 'a
■a
la.«S1»| S BOTH
IIM19II79 l-JS.enol 8.70-^
iflWIlT I S.T1.-.J
«n»4.:tr iJs.TwSj s Tins
*«;M9II (i-i-TBHS 8 7341
DM s -a:'.}
W« |i96orro.'d .::i.»i5r: 8.T4mi
HI
Ml
mi
Mil
m
asi
s,T.-ir
JOWl-' H TT«4
S(i>2>i^. '. 8.781)7
.;.VJ i^iU.U.aj, 8.7>L">0
.-:{9 2«.(»7B 8.T8S3
r
18B0I ite.ISMi 8.S109
710
711
7ia
753
7H
7in
717
71 K
7151
7-JO
7;ll
tS
7J<
7'2.'.
7'Jl
fi
Tin
780
7 Ml
71;
7:iH
7.11
7-3.1
7.)fi
7»7
7!ifi
M5.VI (l.'iiH-^l.ll
soKws ao-iifi709;
5(Kr71Mi 3(i3!«H3H
iw.eis?!
i!il.7<«t
I -^.730(1
T^\y■i•ir^ .'JO.WiVlTS '.HI 7305
fii-irifi .S(i706i«iw; -jii.i.ssv'
•)NU8il SttlstKHHIS -.'U 77U!)
SI 3544 370l4Bi'S« rJ6.7flftr»
518901 'xrmwm ••JO.sii'-'
.MRKHI
:>i'.iMii
.■S-*27«S
5.4 17«
37^-'
:i7l-
a77i);;.i(Hjr
37!IW):i4li4
8 wn
H I«.'i3
« W.I.-.
8 WW7
8.U1171S
;.'L.SasTi
20. 1)074
nj.'o
!i'ii;'j
lIMt)
II.". I.'l
tXi-JS
iH,;ii
u:ii
!i7ri-J
V.'M
■ II »,9K7U
liJK H.0III8
Mmi S87-I.'04S» 1.7.0<I00 9.<XKH)
0 roil
».01BI
9.0«J3
I
5!i87iW 3WB44U9U4 ••..»7 09i.'4
f,10.>- -,
.Ml"-'
MUM
M4(i44
5lfil£I
liiMSMTjn;
40.1AN)llt>
•.T.llOO
•.i7.1'»«3
■jr. 1477
IT 1B«2
,i7.I84«
g 0.'4>l
fl (W7
It at-w
9 UWill
U UllO
i.".r B.oiM
lij u uiin
t' ;) ii.v«
■ ii,-.7a
r9€
No.
MATHEMATICAL TABLES.
I
Bs:
IMS
ODU
Wtl
Wl-.'
W(
V»4
90.-.
'Mi;
w,
WH
&UU;
1000
irmi
i(«»-j
lOOIl
1(J04
inos
lOOT
lUUU
1010
lOll
wvi
lOl.i
070325
9TB M4
»rHisi
960100
90(11
ugoo^jl
auaoicl
Sq. I Cube.
Root. Boot.
941198000 31. 30S0
»Morei«itsi.»»g
SmWle&Sl .33691
MMSaai67:31.35^
9X!;e39(Ml31.3688
95!ieTlC35 31.38«
9»&8a:ia631.«W6
96ia04808'31 .4106
ge44au«i!'3i.4a!s
967981660 31 .44U
gT0-.>9D000 31 .-1643
J.?3-C-I.".'ri';!l.4802
985074875 31.5436
rt~S<lirti-tii':!I.559S
0.9329
0.9363
9.9396
9.9130
9.9464
9.9497
0.9M1
9.9G63
9.9698
9.063^
9.9666
9.9699
II 9TfB
9.B7M
'J.9SU0
0.9883
9 .98CB
;■ !i'.«:ij
'.I wx.
SI uw;;
1000000 looooooooo.ii.e-jas; 10.0000
looaoo) 100300JJWII aiiatw lo oosi
KWKHM liXM«irJHi>31 6,>l.H(l.0()iiT
iiKKj(io!ii(>i!i(i-;:iv; :)i.i;;ii-j in mm
icoso 1 ti j 1 0 1 -Awaooi •■) 1 . t)8W| 1 1.1 . 0 1 3;j
1010025 lOlBOTTiiaS. SI. 7017 JO. 01 6S
IOIOTJR|I'''l'f:i^"10'31.7175 lO.OiOO
10I41M ^ ; :ll.7!)3Sl() Ojai
lOlft* ' ;i. 74110 lO.O-.'Wi
101»i- ■ il.7ftlB10.0J»a
lO-fllOOllOaoaOIOOOliil ,7S05 10.08-32
lOS-JiailftViSflCHllSI, 796-.' 10.0305
Iih!4l44ll0;ill43:ir-Jtll3l.8ll0 10 039S
HI-.'6Iliflll03a509l97l.11.M77 10 OJMI
10141 lll3319a.I(M;ia(IU744|3i.!M3l. 10.04^
1016 IOg)03>B I04.M!78375 31 8nnM0.O408
]Oig| io3-.>?:.(;! to^srr-.fw, 31 «74!! lo.ossi
1017 •: . . ■ . ll.HUO) 10 (B63
l»l^ . ii.uwii i(i.o5!io
lOIlt : • ' il.lhiltl |0,0(tt!J
I0."0
Hi-.'l !
nn:
|0.'-l
nut
miOlOO 10aiJll8(X)0i3l .9374' lO.OOtiS
inji4ii'ifi»!r!'(.\i;i^i roil iohobs
IIM4I-1 ' . -: 10.07-J*
UIIIL'.- ! I 10.07(11
lOIH.'. 'M 10. UTS
OI58'l« 0836
mi-.' 10 OKifi
'I III iwg-j
I" i.''.»57
103.1
1036
1037
1038
1039
1040
1041
104i
1043
1044
1045
1U46
]t(47
1<MS
1049
1073-^99 11 119340:i« 32. 1870
1075S69|111!>157lid3 3:: '.KkC^
107744411 1 l(t)«68Ti 35; aiW
10«63l irJl6,'-i313-3-.',ai»
loeiaoo
1063681
1086764
10W)M9
10»9936
109S<.i4a
low 1 1 r,
w«
11^
111-':
I
1134H&4aO0 32 £4tt)
IliiSlllOil Sa.iUi,
liai3e60ti»<'.3'M8DQ'
1134««6S0Ti3!.>.!S9M
1187893184 3S 3110
11411661S.'i32 3iU
1 1 1 1 i i.'*!!; 3i'.s41D
!.i74
1050 110:!500|11ST(H5000 38.4037
1051 11046011 11 00935«iSl .1; 4181
11154 1106704111' 1345
10.-,3; 1106800 1 IMIO
lu54 1110916 11 : -iiH
1053
lOJil
1057
liii.s
lUOU
1060
1001
lotii
1063
1004
1065
lOtiU
106'
l(W.s
IU69
1118025
1115186
1117J49
]iiu:ttsi
iiaiwi
11^3600
llfflTJl
11«S44
II-JIIOI'iO
113;.>000
1I74341376|33.48W
1177583616 ail.'l
118093-2193 32.9ll.t
1 1818871 l-JS-J.fcHS
1 187648379 ."U.MtS
llOlOlflOOol.lS d97«
1194.388961 32. 57W
I19777C3-Jg3a.5tiffl
iaOll57047i32(IOH
iaM5BO144 1.'.013P
11»I225 I-i0794flt
!i.3i;3-".r. i-jn.av-4 •
11-!- :
11 !
U-l.' ■', . ' , •
1070 1144900 laaMMSOOO'.-lS. 710*
lOTll UJTIMI l™5S4W()II'rH 7.*l
lOr-J; 111;-'
1073; n:
1074] Il^-^: . -
1 0751
1076
1077
1078
1079
1 I55«a5;ia48a)687.'i sa.flsw
n.'iTTTll i?4r.Tr.n9T<i;35!.80«
II.-.:', 1 .' -■|:f.'H.Dl7V
111 -iK.SS*
llK'l-. , .'..i|l[!K.»l81
lOeO 11B640O liS9TiaX*l,!H,88IM
lOMil iioKvii lOT.T.'uiii sa.isS*
IlKt IK. .-TIS.MDO
losi 11, .ii4lS8.994t
--r. 3-j,!iW.1
I0«
n:
lllwl
ii;
uk;
u-
I Onf-
; 1-
low
\\r ■ . ' . .-"
SQUARES, CUBB8, SQUARE AND CUBE BOOTS. 101
Cube.
Root.
Cube
Hoot.
mXWM llSg 11.5330
:.'>*J 11..VJ.55
■ .:i.)!ll.r):*)!i
ii;iu) ay.iwa Ji.B3ao
je«0M75'M> 1791 ] 1.5355
;fcv,- ■ "'HJil.i.'KtO
ii; 11 ..'.HT.
'36a ..':) II.MHIJ
I'sw.'i 1 ja.-< I '.I -iv . -aur 11 . 5455
I I
I ■i';s-.".T,iooo 19. ;-i3< 1 1 ,
);uTisi ai>.-r.i;jv'^ 1! ksu
79.5»V,'.% OT . SMi i 1 1 . 5(105
.;;:);:;'. :! i.:!:w ll,.'.(J:W
:%,ii- ■: :■ 1 i',i9 n .'>IV,5
i;:- 1. ' ..-iiij ]i.5ii*<)
. : .'; \i :i'J :iJ73|11.57(;5
t a'j.rJiiM ii.os.'ii
I I
- W. 1333 11.5851
■ ■ ■ iira'll ;iS7!l
^ ■ ^H 11. M< a
■ •'. 1,-, 11. j'.KS
IM 3,niirj.s,'j i'.i. isrj ii.50r»3
WS«0|)!)7!W«lBO(>V*t JM.<( 11 .'>CI78
■)W7j;':m;;7.m4--: :;'.! :.m:-, 11 am
•■'■■'< :-,.!,.■- ' ■ :::'i\ M OO'T
., ''.J'-' .-,-v,,, ,-.i, ,.i r,:l|K 11 (Xi,V,'
isyi| 5X0*100 4oifl'vr9ivwii:?ci <nwu
1M>5 ?MI'V>S .im7:i<«7".:-|1 WTS 11
ItlOol 256(k>(O<09C0CO000U0,00001I
6717
■"!1
7*39
.((061
8QVAKES AND CUBES OF DECIin.t.LS.
CubB.
.001) 001
.«W (K«
.0(X> 0.'7
.OlH 081
.0(111 I -J!)
.(KW •JIB
/ .(MMJ 3I-I
/ .(WO -;.«;
«'; (»w
No.
Square.
:]
001
.fl<n!
.(KH'
.005
Am
(Jio!
.00
.»!
.0(1
.00
01)
.00
.00
.00
.(X)
.00
,00
00 01
00 01
(TO 01)
no le
00 -J.j
00 .%
(» 49 1
00 (U
l» 81
01 00
01 4-t
Cube.
b
OIW OlX) <K)1
(WO 0(K) (lOH
Oixl 000 IK7
IKIO OU) 064
(XiO iH») 1^
000 «x) aw il
^)A0 OOO %A»
.000 WO bW
(xw 000 •;•»
.000 (»\ w»
.OOP oov Tga
a
f
No.
MATHEMATICAL TABLES.
gquar«.
Cube.
Sq.
Root.
Cube
Root.
144UKX) ITliSOiKWOO 31 .frllO! 10.eSl36
lT49C90121i 34.7131 W. 6413
lT.M04yHlC 34 . TOTSl W . M 13
ir.'>H4lli74a .'i4.rjl9|10.(i-ir2
i;i;lT!>o«i-j ;j4.tm:j w.'XM
i7onra.i«j,'H.T7or 10.05.30
H641(X) I7715«l000i34.
HO&VJl ITTSnSC!)-!!'?,)
Mru7*;,i7ti;ii.--
wriiaa-) i7»36i3.rs .'54
I478fc.'>6 inwiMD«Sli!:M
lSl«4853l:Ji34,
ifloe9;«i'K3i
ISllSMtil.'ill :M
78; 1 KM'.,W()
rm4 m.e.ii)!)
■ I0.tit;78
I
8,'i69llO.B7(I7
s7ia io,«T3e
(Wo-T I0,t)7(i.'>
nM;i 111 «:!tt
9I4U 10.(1834
ITiaao; laiaorti
12-J7' lais.'jifl
ISif' I0O7lliS4
1220 1510441
lSli8480(» 34.»29fi ICfrifiS
1 W.TO I n»-'B1 ' S-l . !M2S| 1 0 688->
•.t 'Xul Ift (liHl
1 11711 lil'jitHJ
' . ;i,&sri7ji0.e«i.i
lAS9-:!556li!5|35.0flOO| 10. 69051
limi;771 170 :!.'i ni 13' lO . 70-JS
i.si7-j^ 1 ' ■ .11 :•>:,■,
l.HMv '•..-.
15rJ8<» lS(Hl«>7000iSS.O714i 10.7144
ir,l.'."!01 1SCM0!)391'3>'1.085C 10 717
1, , , M.-i:<i08;!.'..rtMm';0.7-J(tt
r,.')37 .'i.'i.INl 10 7231
i . '-iiycM ao.n«3 ui.'.iw
iS.i 1406 10.7280
r..lS«H10.731.S
■..171010. 73-17
'..KCj-.; lt).737li
:. l»B4llO,740a
1290 iaS4l00i3l46fiEinO0i1 35
lai I iMwsi '-.MM w.iiri r.r,
l!?96; 1«770'J5 2I7I747S,
l-Jfle! lB?.Wl(i ''ITfiTf^";!-:
IW.':;
.giMliO'
1076656375 35.4i«> lOl
19SI3i»S1« a&.440l lo:
1986I->1593S5.4M»I9!
1990e6M12 3S.488SIO.
iin5<iie97g 3r>.i«H lO.
I-J«o[ 15H76(X)a00O37C0X)35.4«li^lOj
lifiil ii59or.il ■axx'iu'jj.M t, .-.loc'ift.
VX-i\ I.'>!li644'2001Hllli7','-
l-a^l| 1505109!a014«8») I
U1J4: 1507096 301948774 1
1205;
i-jtr
liUll
1270
1271'
liT-i
1273
ia74
1276,
I'-'7fi:
KV.
i-Zr
12; ■
i-iMii
1385
Vim
1S.'.'*7
law
liSM
lfin0-»5 a034i848'a S5.i8(B|lOJ
1002750 3OaiKIH9OS«'.«.580(>l<H
lOOO'JHll •,'(13;fJ01163
l(!07SL'4|'J0.3H7a0838
1610.361 |2(V1354H109
leiSBOol-XHSSRSOOO 35,6371 |0j
101544 lafiU-ASSl I
lenoRi aawwrsci
S5.6M910'
35.IW0JIO.
]6ao.")i.>y
16:^76
162.'.025
1B'?«1TC
•J0Bi!9334V
aWVTOUtt-!
.r.'r,riii'io
I
-,'072071875. ^5.TO71]I0.
•j)rr"'.'r.?(f'r>.72irH''
lOiitMOOAWirj-itXiOlSS. 77711101
iiii'i'iri •jin.'nrirnr-V) Tflii'i'' '
165122521218341-
1653r!)C. ••12C7Sir.:
1«.')<,.'.'
lft^^
ISiiJ.- -
J0<»7
I ■-■SIS
m
^^f^
^ ■■ ■
B=^ -- _
1
NCEa
AND
AREAS
OP CIRCL-ES. 103 ™
K
NCES
AND
ABEA8 OF CEHC1.E8.
i.
Pimm.
CtrcuiD.
Area.
DIam.
Clrcum. Arra. ^1
Tsm
65
MM.ao
3318.31
ISO
406.27 iaoeo.81 H
uia
M
a07.3l
3421 10
ISO
408.41 13273. SS H
»86
07
810. la
3525 05
1.11
411 55 13478 22 H
MSI
r>8
313.63
iwii.oa
132
414.69 13)184 7B H
835
eo
810.77
37:19.28
1*1
417 H3 1:<P<92.BI H
J74
70
219.81
S!tl8.15
1.34
420 97 14li>2 81 ^M
4Sa
71
223 05
3.<tft9.]9
i.r.
424 12 14.11.1 8!t ^B
Mi
( •
8-J6.I9
4(171.50
13ti
427. a; 1(5211.7* ^*
BIT
7a
249.31
4185.39
137
430.40 ' 14741.14
WO
-•»
S3;i.4S
4aOO Si
l:iM
■IV: .'.1 1 1I'I57.12
1»3
75
2113. tt:
4417. 80
l:«l
4.K1 08 15174 68 ^
10
76
288.76
4536 40
140
4:1!) H2 l.Vflia.HO ^H
•3
77
£11. 90
4658. Rl
141
442 96 1.5614.50 ^H
M
78
245.04
4778.30
142
44''. 11 l'.^:iii.77 ^H
71
7tt
'MH.ia
4801.67
1*3
-1 • ■ ' i 81 ^
M
80
251.$)
5026.56
141
r 02
98
HI
254.47
5153. OO
145
r I 110
47
e-j
a57.fii
6i«1.02
146
45.^. g;
io;4i.as
58
83
280.75
5410. CI
H7
4til..M|
16971 «r
1«
Hi
wva.sn
5.^11.77
H.S
.(l>4 116
17203.36
S8
&
2«7.04
5<i74 50
11:1
4W. 10
I741M (U
IS
&i
270 18
6808. '•O
150
471.24
i;o7i.«
48
87
378 3:2
5(Hl,6H
):"•!
4 74,38
i7!Hi7 m
S»
88
276.46
COi2 ]i
l.Vi
477 .52
18145.84
*7
89
279.60
e.-ji . 1 1
1-<J
4.S0.I1II
1K{85.8»
1)S
»0
282.74
6:« 1.7:1
l.t.1
48-i 81 1 18628. BO l
56
91
2g5.S3
6'i03.*!i
135
486.95
18869 1» S
75
9-i
2g.<)*l
6017.61
IdS
4W (19
19113 45 ■
5i
m
•292.17
679291
157
1:13 a:i
19.3,59 28 ^M
m
9i
295.81
(W:)9.7.S
1.-*
496 37
19606 1)8
77
05
298.45
70SK,2-.'
159
4119.51
19NW »
H6
9«
301.50
7iH8.2:i
100
50-J 65
20106.10 .
ao
97
301. ;a
7:lH9 .SI
lUl
505 80
20:4.'>8 31 ^B
ft2
US
307. 8H
7M2H6
1(12
.vm 94
20611.99 ^1
11
mt
311.02
7liBr.(i9
HI3
512. (»« 20807.24 ^B
S8
100
314.16
7H.V1.98
101
5n.22 1 21124 07 H
31
101
817 30
8011 85
lli.'>
■M8.36 21382.46 H
U
10:!
3« 44
8171. 2M
1H6
.521.50 , 21612.43 H
59
10.1
a-a.58
8.112. 29
187
524.65 ! 21903 97
U4
101
aao.rd
til04.87
8859 01
1118
.VJ7.79 22107 08
»
105
3-.H) 87
llS',t
510. !W 22431 7«
a
106
HiM.Ol
8*ii.7:i
ITO
534.0; 22>i»S.OI ^
no
107
a»i 15
»(*■.'. 02
171
.M7.21
22905.89 H
Si
109
:«9.29
9160.88
17-.'
,540.3:.
21235.22 H
a
IOI>
342.43
9:«t.32
173
.543.,W
23.506.18 H
DC
110
315.5a
9.-)0;J 3J
174
516.64
2:177s. 7t ■
M
111
348.72
*.!76.8!i
175
.549 78
2.1052 8Z ■
50
112
351 86
9H52.0;J
176
.552.92
21828.411
T4
113
.155.00
]00'.*8.75
177
■556.00
211105.74
50
114
358.14
10JOT.03
178
.V19.2O
24884.50
8d
115
am 28
lOS^i; 89
179
.562 3.1
25104.91
7'*
116
304 42
10568 32
180
565 49
25440 90
18
117
S87 57
10751. :12
IHt
568. o;j
25730.43
«
IIH
370.71
10935 88
182
671.77
•.i6(ll5.fi3 ,B
S8
119
873. H5
11122 (W
183
.574 .91
21V102.20 H
01
liO
876.99
ii;w9.7a
IHJ
578.05
2ir<go.44 H
7fi
IJI
380. IS
11 1119 01
185
.581 19
20880 .% ■
(«
Vii
883. ST
j;«,i9.,T
186
,581 ;i1 1 2717\.«a ■
«^
liSI 1
sm.-ii 1
//.•is.' -I*
1H7
5S7 48 \ rA<(>\.f» ■
? /
IIH /
sm .16
I-JOTll 2(*
188
5110 62 1 277:>a .W ■
^ /j
S 1 M
3lh!. TO
V, ft4 /
e. Ill 1 I
/i-.TI 8,-, J
ISil
5113. TC\ \ 2tW>f).'iVM
2'*;.tio 1
mr.m f
itto
191
IQS
5'.Hi eo \ -28.^^2 .«»■
000.04 \ 21WS>%.'tH
6U3.19 \ jsaMsaJH
^
^B
^B
^^^
aOT36O0 3BS5984000 37.0473 11 .SWi
ariHsi a9oav!09i-3i sr.wios n .(»«>
'JOTOMIM aB9fl44-,'BS8 37.9737111 aB77
•Jl«*!.|9 30(«(!85aO7 S7.fla(lH,I1 3<m,l
•Ai»3i;«l801003888J M.OOOUII .W.l)
144SI 9088025|30171&llll<S 3B.013J n 3(».V
(1446 SOWtllOiaO'^MSSOiSS.IKOiiil.SdS]
1447 »»3fl09 3(B0741<»3 8B.0335'll.Slli:
3448 !N9«7(M3(»6(»789liS8.09;»]|.3
14491 8O99e0IJ904a331849|88.0(»7, 11. 31511
i
1
J
1'
3447
|448|
1449
[11450
K149I
J43«;
i'14M|
r
810350018048025000 38.0789 11 .31W
sittsioi m-iii:Kf'-M .IS mn-n ii S'Jii
alOSJfM :)■"■■-' ■ , n -)•.'.;
SlliaO'i ■:-, 1 '-.I.;
S114nti ill. ' . ; M .1-,-v'
14JU
, 14.57
345S
1439
8117025 :jnfiOa7I375,3t*.U4a 11.3315
'JllinWii!:)08(«.'ft<(lttl.'}8.I.')76 11.3341
s:U'-iSJ8|.'WB'J9909tWl:3H.ira: 11.3*17
2I-J67U4|30™tti:)9I2!;W. lS3a 1 1 .33'J3
SISSC8I 3ior.r4r)57».j8.iswo u.34i;i
ftSlCOO, 31 12l3GOOo|38 . aO«0{ 1 1 . »4r>
2i3tr,.'i'nii<c..-?r.i'^r3H.2e30 11 !M7f
.S.2.'iCl!ll.34HC
-i 24in; ii.s.vi',!
- MM 1I.:»I8
l.M
l."l
l.'.i:
l.'I"
'' ■■;:iO7fl49O(WS8.00l»lllj
:iir;i.'17Tl''f fii""-
14U- -'■- r rj\
II 1;
II I
li:'' .
1500' 9960<KX>3.'J7&000000«).7«8|l'l
ir.Oi !Hr,:i.-« It '-la^rr, ir-ni |w.7i?:'ii •
1510' asaiiooisi 12051 i"
ill ".'Wiii'i sioTP'i'-
;l :]o\) ]-f>\' 'r.\
CIECnjFEBBXCES AND AEEAS OF CIRCtES. ]05
^m. oiaiu. Ctreum. Jirca. Dlam C'Ircum Are*.
■ ii.>>i ,i:
4«l
4(l)i
4(J3
4(t4
405
iW
JOT
4G8
4UU
470
4Ta
473
474
4715
476
477
478
47U
«H0
481
4NS
4«3
4»4
485
4Sfl
487
48S
480
4m
491
49S
4S3
401
4115
40fi
4<.I7
499
499
5<IU
K)l
WW
.-RW
5(H
5(15
.VHi
W7
r.()s
r>ii9
AH)
Ml
r.i3
514
r>l&
518
517
518
S)P
Sgl
eia
1418.97
n.M.4\!
1454 50
H57 70i
14(10. H4i
140.{ 93
1479.69
1482 83
1<83 V7
1480. 11
14U8.a6
nS» 40
II1I8.54
1501 fW
1504.82
1507.06
1511 II
1514 t!5
lftl7.3»
1.VJ0.B:1
IS-JS H7
lJ-30 81
]r.-.'9.96
153J.10
IMSia.AO
1117(538 53
USittS OJ
16901)3 OH
i:ij;j53.1fc!
i4C7.]ii ]7ia«.;o
1470. a7i n-.wi.os
1473 41 1 irV75e.lJ7
I47K.55; 17fHy4.4r,
174-'33 Bl
174974.14
17571(1.85
170400 13
177VOfi.4»i
1771*52.37
1 78700. w;
170450.01
180404 64
180055.74
181710.50
1K.'48« 84
18.^«4.75
isaiwii.as
1W745.-J8
\'s^m oih
18l).'?8.I0
187037. M
15i6.-J4l 187805. IS*
15.39. :W 18-V574.10
1542.5;!' 1N93H,57
1545.66 190116. ti-J
irv48.8l 1008011, iil
1551. 'JRI 191685, 4a
1555 091 19-J44S 18
1558.*! laiAHl^l
1501.37 1MO00.41
1501 51. 19I78I.H9
ir.«7,C.'i| I0.5.VU.93
n«3»9..M
107185
1570 80
15711.94'
1577.08
l^SO.-Ji
IWIl.'ia
l.lrtij »
l.W9,(Vi
1.VJ.'.79
l»7l«:j .18
IU87I'.'.80
10i)SOa.7O
a)(wi'0.i7
■JOIOIW.IIO
ailHS5.81
1595.9.3 a(V.tJSa 98
I.WflO? U(i:U81
li.'OI'.«<^'.(>0
•,Hi'.'iO.*1.95
yo5S87.4a
UO(l«9.i.45
!i074*9.05
aiiS307 a;!
•2091 IB
21(1741,18
i'l/.V>3 0.3
1005 .'lo
1(108.50'
1611.64
1614 78
1617.9-4
1621.06
1624 Al
i62V.;+4
UM. 49
IBM. 77 i'rJlSU. X
I (139.01 !.'Hik)H.4H
IMi.ttti! Sl4Hi:u IT
iinf .%! atturs ;i7
/M2 4S 217*I0'8;>
5SS
529
aitU
Ml
53i
USA
Ml
5a".
5.W
537
5.18
5.19
S40
541
542
54.1
544
545
516
547
548
549
oAO
.V51
W2
551
.555
.'i5B
557
558
5.59
oOO
.561
562
5(i3
5C-4
.500
566
5«7
5(W
5C9
570
571
572
573
574
r:T5
S76
577
578
579
68U
581
,582
5.SS
584
5t<5
580
5.H7
ass
589
591
5(ia
A93
1
■""■is(!.44
vl 61
'S 34
i 1.6,5
-.i;.M
.-■ 98
■.; (10
HI r>9
75
■M.48
: •-i 79
I :t 06
I •.'.10
] 112
1, n.7i
1, . . ...3.86
170i( I.U1, ^.12 1-27,59
1712 17i ■2:i.ft;-*2.89
1715 311 23lia« 70
1718 45' 2.-i4i)98,l!0
1721.59, 23.'p868.2I
17-1 : ! -riPit 19.70
1 -sj.w
I, iT.^I
I i.'J.lXi
-^183
I M.afi
r ■.■2.27
,11,85
.H.99
i I 71
i - 1 , :iu
'.,1,30
10.87
;.. . ..-■ ^2.01
IT 75. 00' !i-.0',18 73
177H,lt i^M6O7.01
1781 2S 252196,87
1781. 1-.: -iVtW.;*)
i;8;.57 25)281.29
)T:Kh : I 2',"175,86
! ■ :■: 00
! I /.I 71
!■■'.. -'-.s.lKl
l,so:i.2r 25.i7l<9.85
1806 42 259672,27
1S09.56 •20(1576.20
1K12.71I •.aiUSI 83
1815 H4 26-2:»88.9(l
IKIH 98 ■2(i«-297.C7
1822,12 «t)42Crr.9l
1K-a 27 -2651 19.79
1S28.4I •2(j«(i8:1.21
1H;11,55 l!B09l8 20
1H.-11.U9 2«:8'14.79
1S37.83 •268782.89
IS-tO 97l 26970-i.W
1K41 u\ a7o»\-a.>»A
lK47.-.'tt\ U-l^MJ.'O
IhhO 40\ -J~'147\.Vi
iHM.fril inaawv .w
lK50.t5H\ >i74-.VU.ftO
ixr->g.svt\ Kti-isa.ift
1 l8»Mi.\t\ «7';V\6/1
F
-^
1 102 MATHEMATICAL TABLES. (
FIirrH ROOTS AlVD FIFTH POWB
„
(Abiidged ttom TiurrwoiB.) J
•o^
fes
°9
Power.
C 5
Power.
6§
Power.
Power.
K«
3 7
a. 8
l«
.10
.000010
Ca3,440
00392
21.8
4923597
i .15
,00UOT5
3.8
Ta'-',3.W
u.a
95009
aS.G 515:i6»J
.80
.0003-Jll
3.9
SKh! aiS
10. 1)
lOOOOCI
232 5302180
! .85
.ooosr;
4.0
HW4,UU
10 2 110408
22.4 6e:»4BS
1 .30
.OOA430
4.1
1I,',.S,5G
10.4
121005
22,0 5SI»7»1
.35
.00525^'
4. a
1306.111
10.0
13;iS23
22.8 6161327
23,0 048634S
.40
.oiu-jw
i.-i
1470,08
10.8
1400!13
.45
.0tS(53
4.4
1040 10
11.0
J01051
23.2 6721093
.SO
.oaii'io
4 r>
1845,28
11,2
)7fl2.'il
2.^ 4 7ni.'«.H4
.!&
.OalMilS
4.B
2059,03
11.4
l!)2r.41
23.6 7320825
1 .60
.07T7W
4.7
229H.45
11.0
210181
23.8 703O3S2
OS
.nooi9
4.8
2,'.48.01
11,8
228770
24.0 7W2024
.70
1U(«J70
4.U
2824.75
12.0
24!<!«t2
24.2 8299876
.T5
,SJ73(B
5.0
3125,00
12,2
270271
24.4 8C4f6C«
.80
.a'.'7G(<0
5.1
34.V),2S
12,4
2031 B3
24 0 1HX>978
.S5
.443705
5,2
3802 04
12.6
317580
24,8 9381200
.90
.590400
5 3
41Sl,9.'i
12.8
3J.3597
85 0 9705625
.OS
.77.1781
5.4
4.591 .05
13.0
37I-293
25.2 10102550
1 ai
I.OIIUOO
5 5
5U3S.81
13.2
400740
25.4 10572278
1.05
I.i7U'Jt<
5.0
55U7.S2
13.4
4152040
25.0 lOiWSllO
1.10
1 (JI05I
5.7
coin 92
13 0
■ttVJ^M
25 K 1143137:
1.15
L'.OllW
r..8
<KU1.57
13.8
.ymiiw
26 0 11881370
1.20
2. 48832
5,9
7140. V4
14.0
5:17824
20.2 123451.^
1.25
3.(«170
0.0
7770.00
14. S
b','.:i;>3
2(1 4 12S28880
1.30
3.71-.'93
0.1
8445.96
14.4
oi'.i:t4
20.0 133I705.'i
1.35
4.4840:)
(i.-J
!H(J1.33
14 0
octiss
20,8 lUifi.'^bl
1.40
5.378-.'-l
6, a
".•924.87
14.8
71IHJS2
27.0' 14348907
1 45
6.4097.^
C 4
10737
15.0
759;i75
27.2 14888^10
l.SO
7 59375
0,5
1U10.1
15 8
811.308
27.4 15443752
1.55
8.»JGt}|
0,(i
:ra:-.i
15.4
80tnn
27.0 I60150K1
l.UO
10 4S.'i,S
0 7
13.101
15.6
943890
27.8 10004430
1 65
1S.S398
OH
U5:j9
15.8
981658
aS.O: 1721(i:-JGK
1 70
14.1980
0.0
15010
10.0
1048570
28.2 ]7(-3.>0»
1.75
)ft.4iai
7 0
10807
10.8
1115771
28.4 J8475;:liiy
1.80
18.8657
7 1
lSfll2
lfl.4
1180807
2S6 I^I.^r^TS
1.85
21.6700
7.2
1!»I9
ir,,o
1200493
28 e :---:■---
1.80
3I.7SI0
7.3
2<»73I
16,8
13;W27H
• I'
1 05
S8.195I
7.4
22 IM
17.0
umKfw
0-,
tt.OO
Sf.OOOO
7.5
287»l
17.2
lf.l».'>360
*^J
».05
sua»i
7.C
i>53n&
17 4
ir.!t4H47
*!**
S.IO
40 8410
7.V
870C8
17.0
1BW?742
*J"'
!i.]5
45 S 101
7.8
28872
17.8
17NOH09
.1.1
B W)
51.5308
7.0
80771
18.0
IKfflSfW
3l)
a.85
67 dOSO
80
82788
18.2
igOAWB
31
2.S0
e4.86»4
8 1
84808
18.4
2109<«1
81
S 35
71.07U3
82
87074
18 0
22-J«2l«
a2
9.40
TS.BiOa
8.3
aU3tt)
18.8
2:J4H403
a.'
1 a-45
88.8735
8.4
41821
mo
ii^mm
83 u .];ii.},.i.iwi
1
II i'M
a7.05(W
8.5
44371
19,2
2009103
33 5 42t914l«
«.a5
107. «V0
8.0
47043
10,4
2747049
34 0 4.M3S4?1
a. CO
118 814
8.7
40W2
19 0
2fi9-i'^7
3( - ! --1
a TO
143 4S9
8-S
52773
ID,t(
3O43I08
3.'. ■
a so
ITS 104
M 1*
.■v^-m
211 01 3."(:wa)o
S-'i
i ■'
■..■pxi',9
rKHJ77
3(i
3<;
r. •
I a..v
.KVI .ttl
-M -. a^<a28i)
37
1
Wl.«4
» 4 ,;4M.I
21 1) 4U84I01
3^
1
•^.364 J » 5 1 7TJT8
2!. 2 42Ha3aS
«>■ .
1
».*r* J
21 4 448fil(»
Vi 0 '.^lliii'J^
L
J*""
1
2J 0 4701850
■At.h %iasav«|
gH
■
^B
k
^
JMPERENCES A>It» AREAS OF CIRCLES. 103
FEBENCES AND AREAS OF OIIKOI.SS.
1.8B
uiir.sii
WW. II
[30K 88
[]u;n.'.'l
Dfaun.
CIrcuin.
65
aw. 20
6e
207.34
07
S10.19
68
313.63
OU
!lfl.77
70
819.91
71
3:M.0S
7a
2We.l9
78
229.31
74
232. 4«
75
835. OS
76
2S8.76
77
»<1.IM
78
>MS.O«
70
24H.19
HU
251 .3-3
SI
254.-17 '
»•,'
257 61
«
2«iil,75
H4
2«:j.«9
H5
267. W
fO
270 la
8T
273 32
88
270.46
89
279.60
ttO
2^2.74
Bl
385.88
92
«89 W
U!S
293.17
U«
2JM.31
94
2»9.4.'>
90
am 53
87
UlM -,3
M
:J07.H8
!'»
:il 1.0-2
100
ai4.ia
11)1
317 30
1(W
3* 44
l(W
^U hi
I0«
»ii5.73
Iltt
329 87
10«
;w:i 1)1 1
1117
.•j*; ir.
liW
;«'i •.>«
103
342 43
110
3(5.5S
lit
318^
iia
351 WI
113
35.5 00
1H
35a 14
US
8«i.a>*
ita
344 42
117
307 57 1
118
S7U.7I 1
119
SV3 H5
lae
3711. flS
121
SHO 13
1»J
3S3 27
:!«
*«.12
124
38a M
1 ir.
I f«7
3fl2 70
3318.31
3421.19
3325. M
3031.68
3739.28
8818.45
3959.19
4071.50
4I85.S9
4300 84
4417.86
4536.46
4654.0;}
4778-36
4*) 1.67
6026.55
61,53.00
5281 .02
5110.61
6541.77
6074 W
5808.80
6914.68
60.S2.12
6221.14
6361 73
6i03.SH
6047.01
671(2 91
60:111. 78
7(iS'i.22
7-i18 ■«
73S9 81
7542,96
7697. Ii«
78.53. U«
«0I1 8.5
8171.28
8.S32.29
fU\» 87
fe59,01
S'.t'.fi l^-.'
1i;iVi IS
ft:Wl 32
fl.-KJ3 32
91171). 89
0S52,O8
11K)28.75
10207,03
I tort'i o2
1 1)751. :i2
1(K).H.") ti^
11122 112
I I 199 01
IIfi.S9.H7
I1H82 29
12i)7rt.2*i
1227; K5
tJ4IIH m
tia 1 4(0. tj I i.iin;.06
Dlani.
Clrcuiii.
129
406.27
180
408.41
131
411 55
132
414.99
::«
417 83
1.34
420 97
1.35
424 18 1
136
427.26
137
430.40
u-m
4.33 54
1.39
436.68
140
439.82
HI
442.96
1J2
446.11
143
449.25
144
452.39
145
456 53
141!
458.67
117
401.81
14H
464.96
149
468.10
150
471.24
151
4T4.88
1.V2
477.53
na
180 60
l.i4
483 81
155
186.95
l.VI
4'J(I 09
157
49.1 23
l-i8
49U.37
159
499.51
IHO
302 65
161
.W5.80 i
1112
.508.94 '
iia
512.08
164
5r..2B
16,1
.il8,!)6
IM
•V2I.B0
i«:
.124.65
168
.527.79
169
.130.93 ,
170
.534.0r
171
.587.21
172
540.35
173
543.50
174
.546.61
17S
.549 78
176
.W2.92
177
5S«S.0B
178
559.20
179
562.35
l.HO
S65.49
mi
568.68
1.S2
571.77
1>^5
574.91
ISt
578.05
1,85
S81 19
186
5«4.34
187
5S7 48
188
590,62
I.Sfl
593.76
100
596 90
Itll
000.04
192
eos.itt
laneg.ei
18-273. 83
13478.83
13U«4 78
1.3«92.91
14102 61
I43I3.8M
145'J6.72
14741.14
14!).57 la
15174 08
15393.80
15614 .5»)
I.T»S36.77
1G0U0.61
10286.0-2
16613.00
16741 5fi
10971 67
17203.36
1(430 62
17671.46
17W)' 86
18145.84
ISlW.'i.ay
1 86-20, 5«l
18(^09 19
10113 45
19.359. 2?(
lW)0.tVS
19(vj5 05
■2(H0ti.l9
-ji);ir>8 31
20611.99
20867-24
2 II -.'4 07
2i;JH2.4«
->M642,43
21903 97
22167 08
•22431 76
22698.01
-ja9C5.83
S1235.-22
-23.VH) IS
-j;tTT8 71
■,'4i»2 82
•.;j3-js.i9
-24ea"> 74
-2-IHH4 56
^.MIO 00
2.'i730 43
26015 53
2«.'iO2.-20
a<ri£W.44
26K80 35
27171 68
87461. 59
280».:
1
104
MATHEMATICAL TABLK8. 1
DIam.
Clreum.
Area,
DIam.
Clrenm.
Area.
Dlam.'ClrA
loa
tm.aa
ateas 30
2GU
816.81
53098.92
3-;!7
10«
IIM
^K.ly.^7
•.•yow.-j.-!
am
819. SO
M.'«2 11
328
168H
195
612.61
iS!«4.77
•JOV!
823.10
5891 2. 87
329
KMH
19H
«I5 Tfi
aiii7].«;
263
620.24
54:« 21
880
i08fl
187
«IS.ti9
SOI 80.. W
S61
MO. 33
54739 11
331
10^1
198
B-J2 IM
!W7li0.75
•J05
832.. 52
65154 59
s:i2
lO^I
199
B'.'5.18
31IOJ.,%
SOU
8.35,00
55571.63
3,33
iohP
200
IWS S-J
31-115. iH.
Sfl7
KJ8.8I
r)5mni 25
884
I04ff
an
«ai.4e
317aO,87
aoe
841 98
56410,44
335
10t>2
2UJ
Ml.fiO
3-v1.H7,3!t
319
RI5.09
beSAv; 20
•336
lO.'^
aa
037.74
3'ja<!.'i.47
370
848.23
57255. M
,3:17
lOf*
S04
W0.!«(
3'jiiHo.ia
271
851.37
57«ai 43
338
loei
205
W-l 03
aaxw.ae
37'.»
854 51
58IW 90
Xi9
1065
aou
647. ir
SSCJJO 10
273
857.65
58031 94
840
1008
SKC
(IM) SI
8.ilJ53.n3
274
860 80
58Wfil.55
:^4l
'*^j.l
208
05S.-)5
331)71). 47
275
863 94
5K;«3.74
:i42
^^
aw
li.'iO flu
34;ilHl.i)H
276
807. IW
ftP828.49
343
!!ll>
6f>l>.73
•34MO.()e
277
870 ti
6<i2«2.8a
344
;.'ll
(>li-'..''H
34UIK1.71
27S
873, 3(i
6*1698. 71
3)5
21 -'
«B(i.l)-J
avjlHIH
'.>:9
870 50
61136.18
346
''^
21 a
ti(i!> 10
35ti;)-J.73
£80
879.6.5
61575 8-.'
.347
I'JitJ
su
fi7v'.30
3.M»tt-'<.WI
2M
882, ;9
W>Lll.'5.82
348
10«
815
«;5.-i4
:iii3(i.">.0;)
2i*J
8*3, W
62158.00
349
aio
<17H.5W
m^Vi 54
283
889.07
629tll .75
8iU
"^
217
«Hl.7:j
3tlUH3.81
2H1
892.21
6:iMr.07
361
"S
SIH
wi.fr
3734^. M
SS5
695.35
ei3793.9T
3fiS
"J
3IU
ose.oi
37lHi8.4N
266
898.50
64212.'<S
a&8
820
1,91 . 15
3H0I.-I 27
2K7
901.64
64692.4S
^
2JI
0U-l.-.'9
SWttfl 63
SK8
904 78
65144.07
"!
'ilJ
11117. IS
8H;07.Bfl
289
807 92
05.'^97ai
350
iiJ«
SS3
7WJ,.5.H
SfW57.07
S90
OlLUO
6H0dI .99
3.57
"S
'iH
70.j.7i
391118. 14
2»l
914 20
66B08.30
368
Hi*
s»
7(»..S()
aw7ti(i.rs
293
917 :i-)
661110 19
359
"S
SSI
7U).iliJ
4(1115 IHJ
21>3
9'JIJ.49
674-.'5.65
800
"2
SS7
713.11
4IM7U.7H
204
923 83
67886.08
361
"2
S^it
716. ■«
4lHV'H,M
395
926.77
eKM9.S8
302
It*
2i«
71il 4j!
4im7,(»7
2»fl
949 91
68818. 4S
863
"it
980
7aa.57
1I5J7.56
297
9!13.n5
69279.19
364
,ij
»)t
7« 71
410<W.ti3
2UH
936 19
69746 50
m,
n4j
83-.*
:•«.*
4'^'73.-i7
U99
9.19.31
7W15 8.8
:100
11 ••J
1238
731. 'JO
4-.'(WH.48
nuo
942.48
70685 S:i
867
IlOJ
534
735.13
4*105.26
301
9)5.62
71(57.80
368
iiftj
845
7:w.a7
4ai;:j.t!l
30el
818. V8
71681 45
see
iiM
^|3U
741.43
4.i;43.5)
303
951. TO
72106.03
s;o
iios
^■bir
741.50
4I115.W
304
ftW.Ot
72.-.83 88
371
no;
^VS38
747 70
444H,-<.<KI
305
Q.i8.I9
:»06i m
372
1101
^ S3B
7.W.H4
4 18(1.'. 73
306
Wll.3-3
78.-)J1.54
3:8
ii^y
340
753 flu
4V<;:*8.W3
3()7
9(14.47
7402'2.1)9
371
li^M
■ill
757 !•->
451111) 71
3(W
«ti7 61
71506 01
375
ll^B
«li
7W ■i7
45IKm <16
mi
970 75
74900 00
376
ii^B
»13
7I« 11
4iW7rt.lJ«
»I0
9;3.fi9
75176 7«
il77
11^9
l!M
7li6.55
46759.47
311
B77.IM
751161.51)
378
ll^B
a 15
76!! eii
4714.5 5i
312
980.18
76153.80
im
ii^B
etc
T7J S3
475^0.10
313
IWV*.'
76914.6;
8N0
^'^1
i4;
775.1*7
47016. 3H
814
986 46
774:17.12
381
11^1
^K CI4
771). 11
4M05.18
315
9H9 SO
77931.13
■162
12^4
^^i'.>
7»<:.> W
4»V»5,47
ai«
992 74
784 .-6.72
.l-^S
l$cKE
^nffio
7S5 tn
4f«>S7 3a
817
9(>.'vsa
78iC.1.W
381
12(J*
^f""
- . - .
■■:-ll.«7
318
999.03
79* .'2 60
;:85
!«-<
.W
319
IIKW.K
7I»1I22.90
SH6
121*
^^^B -
.. : 55
8*0
uxe 31
80124.7;
.387
iit£
^^ku
.w. y»
.'niti,Ll.75
S2I
liNW (5
S0'.I.'8.2I
888
>2J|
801.11
Bioro.&s
823
1011 59
8 1433 22
889
^m
^^^^^^b
M>l.!!fl
Bt17t.fi
S-JS
nil 1 -A
8HH9 »^
3»0
i3i
^^^^^H
r -■ ' -■ -!7n 1
3-.N
\ ^ -^
^^^^^^H
.'4
»Jh
i^
■
1
■ ,v 1
Jiili 1 -■ ■
"i
1 -'--•_ "^
te
L
^^^^^^^^^^^^^^^^^^^^
^HH
mci'MFJiUIiNCBS AND AttEAB O* CIRCLES.
DIam.
n
U.
as
sa.
a;.
s».
Clrcum.
MOM
VS.OSS
I0.426
(l.%.6l»
SNi 211
90.004
wi.wr
07.880
w.irs
W.StiO
09.353
W.7W
100. .VII
I00.9'i4
lui.sie
lUI T09
lOi. nw
ini.4Ui
lOJ Wt"
liri •.'»>
ICl 073
104 (M»
101 4^8
10). SSI
Ifti •.•4.-J
I OR 636
lOti.O^.m
lOfl 4-.'I
KW.tHU
107.307
107.000
107 .9M
108 8I«
KW.TTS
nw.iro
in«.Bti:i
iiio.usa
HOSiH
no. Ml
lll.l»l
111 ri'.'7
Ill.Ultf
11J.31J
Hi- Til.-,
in (W7
IH.llW
113 !«)
II4.'.»75
II4.<108
li.voiu
115.4.'>t
11.5.MW
110 'jmi
llfi.WJ
IIT.OM
117.41"
117 810
llS.Wi
llS.SWi
no a»\
ri2.
;i8
77.1. iil
SID MJ
Hiu an
SJfl
84H,
S55
R<ll-
HlU.St
874
W1.411
8*W,00J
iwi •»
»14.Uti
SfVS ■».
WU II
»uv
975
»*!
iWll.
mw.Tl
;ioo3.»
llOltl s
lini7 0
!io« 0
10:t9-a
1040. Hi
1033. »J
llOiiO.Tl
U'«H.O^
107R.il '
ioa«.s I
10«9.8
[\m-\
\\u\ .%
\\\^.\
„ \\\4\>
120. MW \\\^
1 106
--■
MATHEMATICAL TABLB8.
1
Slam.
Clrcum.
Ai-«a.
Dlam'
Clroutn.
2082. H8
.Area.
Dlrnn-
731
Clroum.!
BBS
IStiO.'JS
278050.58
6(>i
345236.60
2296 6(1
SOU
isr-.'.aa
i!78US5.»9
064
21)80 1)2
3»«2;8.ai
732
W99.6i
EBr
1»75.58
J79Ue-J.»;
665
2089. Itl
317.322 70
73:1
230.'. 79,
(198
I8TM «;
28H8IH.6-'
006
20!I2.»I
:mh;ios 07
VS4
23i:i.'. 9S
5UU
1881. HI
•J8IH01 (!o
007
2095.44
34»1]5.(I0
736
eou
ItftM.Uli
'OiiT^i.Si
litis
2098.58
350403.51
730
(JUl
1888. Ul
■jsaiiHO-tto
6tiU
2101. '.3
351513 59
737
eoi
!SUI.a4
vlH4(i:H.4l
»>0
2104.87
852.''« -24
73«
im
1WJ4.38
a85r.7T.«
(171
3103.01
35:1018.45
739
eoi
18W7.5-J
iitWOi'i.B-J
072
an 1.15
364073 24
740
MO
IIWO.60
■M7i:R.m
073
am 29
355721). fiO
741
2:^7.92
6oa
1903.81
iStH-J(J.4H
074
2117 43
:i50787.54
742
2.131 06
0O7
1906.05
a8y37U.17
075
2130.58
357847.04
743
2384.20
QUO
1U10.09
aU0a33.4:j
070
2123.72
358908. i 1
744
2:M7.84
tKKt
19ia 2!)
291283.26
677
2120.80
359970 75
745
2840.49
filU
1010.37
29224 8. <ki
678
21:10.00
361034.97
746
2843.68
till
lUia 51
2'JU205.(J3
079
2133.14
862100.76
747
£816.^7
«l-J
IJaj.fiS
a94iM.i;
880
S134.28
88S168 11
748
2»ig.oi
613
I'JiS.S)
•.•951v'H.MS
081
2I30.4S
364237.04
749
235.1.06
614
lU-'K.iM
2900Ul,Ur
682
2112.57
365307.54
;qo
iWMl.lS
U15
itise.os
297057.22
083
2145.71
300370 00
751
«<59.34
aiu
ItlK.W
298ty4,05
084
2)48.85
a674,'i3.24
752
236S.48
sir
iaw.au
298992.44
685
2151. W)
30852S.45
758
2305.02
(SIS
l'.MI..W
29991,12. -11
080
2155.13
800005.28
754
2308.76
019
uiJ4.iiri
.■lOOUil.Wi
087
2158.2T
370083.59
759
2871.90
«-J0
11117 '.H
;W11K)7.06
088
2161.42
371708.51
7S6
2875 04
(jil
i'.&u.'j:i
:W2s81.7:i
089
ailM.M
37-284&.00
757
2378.18
6*!
iti;.i.07
».i:j8J7,lW
fl(M)
2107.70
3r39!3«.07
758
2881 .»
Oil
Ulr..7 -il
ao;«ir:.fW
091
2170.84
37rKll2.70
759
8884.47
&H
llUKl.ll^i
305M5.>2U
092
2173.B8
370008.91
780
8887.61
n-a
laiiiirK)
3«i;Uli.l()
693
2177.12
377188 B8
761
sno.;s
CM
1900, 04
*i^778.0»
094
2180.2?
378-276.08
702
dsss.ai
627
I'JiW 78
aO8:02.79
095
21SJ.41
379306.95
763
£897.04
a-j»
I97'-VW
W»9748.47
698
2I8G..W
a8(M59.44
7(M
SMOO.IS
6^
l»7«.tKl
Slii^a.i 71
097
2189.09
381558.50
-M
3408.8$
MO
19711.20
Jill 724. Kl
698
2I!«.NI
882649.13
7«6
MOe.M
631
188J 3.')
3I27I4 92
099
2195.97
383746.83
767
9400.6(1
032
IftHT, 49
3I37W..8H
700
2199.11
384845.10
708
S4I«74
«»3
198H.ii8
314;WJ.1IJ
701
220-2.20
385945.44
769
IMia88
084
I'.KII.TT
3l5(iU5..W
702
2205.40
387047.30
J 341
2419.03
U3S
1991 91
3l0tiU2 17
703
2208.54
388150. 84
771
0:W
l«ltH.II5
3l7t,SW.42
704
•2211.08
8892S6.W)
T7-
mr
•Am U)
SISi'.'.Ki 2.-)
70')
2214.8S
890362.fia
773
KW
■.'lHH.;i4
:il'.Nil»l.ltl
700
2217.96
391470.:S
774
2i:il..')S
im
3tMI7 4.S
321 w;y4 . 5U
707
2221.11
3.92.'.80.40
773
»IS4.7a
64U
;i010 CJ
32iow.oy
708
*2224 *2.'i
89:1091.82
778
248T.8«
841
:iOI.'i 70
322705.18
709
■2227.39
3!M804.73
777
£441 .W
Mi"
•Alio. 91)
323712. S.T
710
2-230. M
39.')910.2I
778
8444.16
Oti
•,H«il 04
«4722 0fl
711
22:13.07
:H97035 26
779
944-.S0
^■M4
Attl.IU
S2.'i;32.8U
712
2238.81
1188152. 80
780
3450.44
^^^H(5
•JlhJO..«
320745.27
713
saat.M
89»2Ta.0t)
781
9463.58
^^^^^Ktf
•MS. 41
327759.22
714
8843.10
40U802.84
783
&4a).n
^^^^^■17
tvaii.ei
!)a8774.74
715
2240.24
401515.18
788
9M99.8T
^^^^^Eg
308$,T&
Sa(IT»l.ti3
716
2-241). :W
4iV2«39 OS
784-
2483.01
^^^^^m9
liOas.SB
Sil03t0.4»
717
2252.52
401704.50
785
■21C8 tfl
^^^^^Eg
KM8.01
aaisSo.72
718
225.', 00
4i)4S9l.60
7S0
^^^K
ao«5.i8
S3'JHS2,58
718
22.'i8.hl
J(i«l'2l>.-22
787
9048.8$
888875.90
-SO
-2-20; Ki
407l.'O 41
7»H
^^^^^■S
2051.40
334900.85
721
22115 o;i
4()«;.S2.17
789
^^^^^E4
SOM 00
S3fit»7.36
722
2ifi><.-23
40941.' ;■<>
;iH)
^^^^^HBR
i>057 74
83fl!»55.4a
7*)
2271.37
41ti.'..'i0.4l>
791
^^^^0^
--..10
741
2271 .'.1
41 UIHO.87
702
^K
:W
7 '25
2-77 12,
412N-24.9I
793
^H
' 13
720
-..^.•■Jii •■»
11. '1904. 52
791
^H
<\1 Ml,
»""
.;>'»5.71
, '^^
^H
10. ul
:'£<
Hft.4ft
1 -TSsv
^^^^
•m 1
--•"' --
M.ottit.W
\ '•*■'
CNCES ^V>rX> ^VREA^S
DiAzn.
C?*«-c;un»-
•»!»£> . O 1 V
3\2~ . 3T3
svsr . Tes
1231 .aoo
S<j3ii
0*40
4Tt4
tir>ci
O »4»
S:54>
". 019
oi-^
' VU8
. t»0
.583
.9T6
3G«
•3V» - r.^«
a-»t» - ^-*r
52-*'-4 - 1 '-2
a^** -
».*» 304
108
MATHEMATICAL
TABLES.
ClHCUmFEBENCKS AKD ARKAS OF CU
Advauclug by Blehlll*.
Dlam.
Clroum.
Area.
Dlftm.
Ctroum.
ATM.
Diaiii.
CiR
VIH
.0-«9(l9
.0(WI!»
4 H
7 ■1013
4.4:101
B %
19.
vw
.WHIH
.0(M>77
Wit
7.6570
4. (MA
\:
19.
a/(M
.UTiiO
.01)173
H
7.8540
4.110H7
^
30.
Vi«
.196.15
00307
V
S.OGin
6 1.'.' J
80.
[ ^«/33
.•m5-i
.<mw
8.)M07
5 lll'J
v; 1
•0.
^^k
.39270
.oi*>;
11/10
8.44S0
8.0W?
k
St
^^n^
.490H7
.01(117
H
8.0304
B.asod
r
31
^Vs>i«
.681)05
.ftJ7lll
13/1«
8.t«S7
o.siai
1.
41.
7/33
.B8;«
.oarss
■5^«
9.0»t
9.2384
e.4UI8
8.7771
a.
M
.7B540
.01900
m.
fl.SJ
.flK«7
.OHiV-i
8.
9.4IM8
70086
HI-
f./lfi
.9^175
(i7«;o
V
eosn
7.8003
SS.
11/*!
t.WiHt
.IV.'SI
9.mTS
.7.0000
u.
K
l.lTBl
lUMS
a/iti
10.014
7 W7U8
H
»l.
l.V*2
1.27(58
. lilHi-.'
M
10.2)0
S.L1I.W
H.
•A.
T/lfl
1 .r.u
. i5o;«
5/lfl
10.407
H.uiru
85.
U'/Hi
I ilM
. 1?AW
7??<)
lOJMS
10 7110
8.04*!
O.«800
as.
so.
H
I r.rns
iwi'a
\i
10.IK)(l
9,6311
30
r
■ 1
•-'-'liln
9/1(1
)).1M
U,1)B7H
k
v>^
■MS.'iO
k 1 11 8X8
ll/T« 1 II.ftM
10 n-ji
ri
•J*
1 •
'•7^i^S
10 0'<«
H
r.
21/*!
1. '."..;;■>
8()0Ki>
13/T«
D.TSl
11.015
9.
*t.
a otii7
aiMii
11. 077
11 416
L£
>».
I I/Ill
Ml WW
.371JJi
^«
li.l74
11 TBS
U
s».
SS/SS
1 U&HU
.40571
16/16
i«.fno
i-j.n;
Q
80.
i.
HMO
1-,' .'.(;(i
^
•M 1
.,^-'
e Tiia
41179
1/IB
U'lm
11' i)i;-j
^
mi!
' < i 1
471W7
fli l'.'«8
I3UB4
n
8B.I
I
.filHtll
3/iB IS. lU
i:l.7T3
81.1
^•.
fi.WII
f./Te 13.M8
M.li*li
Kl.
n ]
,
.(•JUS-.!
UtliC
t
M.i
V
.(MMI
^
n 7J4
15(13.1
c
M.I
l-i
.Bimii)
7/lU
la.Mi
ib.iM
£
8«.l
»I/:ia
S.OIill
.78708
H
M.ia7
15 mw
n
S«l
¥
14 8;i4
16 3J!>
<
S».l
t.
S Ulfl
.T8B4
14. MO
16 800
i
M.;
I
1
8N«l!
lI/?6
i-vte
14 7i!8
17 BS7
t
14.1
.(»!M()
14 Si»
17.7»(
11
84 I
M07o
1».>I0
ii^.uio
M
SM
^H^r
8 ti;^7i)
i.ee7a
i.V^e
lliaiB
18. 605
I
A.t»H
t.»so
» 51U
19.147
*
^^^^^^^H
E.8IK
l.4(H-J
5.
IS-TW
w ex.
<
^^^^^^^^H
■.»l«0
l.<l!»0
•a^
15. WM
VO.lliO
♦
^^^^^^H
S.Tti4
l.7IV7t
16 |0|
»O.0J»
£
^^^^^^Bfr
'*4 SfttC
1 017.^
a/io
18 !»7
i'l 115
i
r^
.' '■. ' '
5/1o
111. IBS
16.090
£\ r.4K
VJICti
f^
16.(*«J
SJ.OOl
ti
1
J .'.•i'-
7/ IB
notu
Ifl.iKl
f
\! 7«1-'
H
17a7B
S3.75.S
i
^^iiM
■J VIM
9/10
17.475
SI W>1
1
»«
17.671
i'l . n■^)
^
^^^^^^^H
c.
III!
1.^,.)
17. 868
■J." nil
^^^^^^^H
^
.i;lO
18.0(14
«.'. 111.:
18
^^^^^^^H
1
•"v;
l.'MO 18 an
>.'«\ v« \ vs
^^^^^^H
"
"x 18 ii7
«T.^*w \ ^ \B
1^
^H
^^b4 t6-)* i •!».«»
CUKFJEaBNCKS AND AS8A8 OP CIRCLES. l09
Circum. Area. Dlam. Circiim. Area. Diani. Otroum. Ana,
01.040
Q5.4J6
OS. 819
OO.QOi
flC.!»7
07.389
07.783
48.175
U8.5U7
OH. 960
9».3:.3
99.746
100.138
loa..";;!!
loo.tnii
101.310
lO-Mttt
10-i lai
10J.fW7
KH.'iSt)
103. (iTa
104 III15
104.4.'>B
lOLBTil
105 •.;«
105 (ine
lOrt.O.'Q
IOti.4'Jl
lOU.ttM
I 07. 207
lOT.Ulrt
lor.wK.'
lOS.Si*
K1H.77S
nio.iro
ioii.su:i
UK). 056
1UI.34S
no 711
Ul.litt
III V.'7
111.919
iij.svi
ii-j.7iir>
Hi W"
111.41X1
11^ H.Sii
in. 275
114.1108
liri mil
I in, OS I
us MW
110 :'!»
IIfl.(l:«
117.0'i4
117 417
117 810
1 la Wi
118. R96
I
7ia.7«
718 69
7«'4 «4
780 63
736 64
74-.* 64
74M.6»
7.y.77
760 KT
766. f«
771.14
779. ai
785. 5t
791 73
?J7 Hi
S04.:..'V
810 .M
HIU.Ml
8i3 •-•!
sifl .IS
RT. 97
84-.' 09
uSM .10
HOI It)
H68.31
874 *)
fiM1.4t
i im.oo
mi 68
901 28
«07,1li
914.61
ft-il.M
9-»; rw
0!{4 »i
941.01
9414.13
»i» 35
wn It
OtW.OO
976 (It
mt SI
0«).90
006.78
inus.s
1010.8
1017 0
in-ifi 0
IO.-)3 1
IIMO.-J
1046 a
I ova a
tOOO.T
ll«i.O
1075 S
10B2.5
10«) R
l(Pli7 1
1101, ■■
nil H
no
MATHEMATICAL TABLES.
Circuin.
JS1.737
]iJ llS):J
ia4.-iHfl
128.0,^8
12(5. -t^a
127. il5
127 oar
12« VriO
ViSiAlS
129.1 US
1-1). 5U1
12tl,B83
ISO , :JT«
1*1. 7U9
131. IGI
181 ri.M
131. WI7
132. S40
l*!.T!b!
1X1.135
1:1!]. 518
i;».wio
iH4.:ia3
134.GiMI
135. 0H8
1.11. 481
1W.S74
ISG.alT
186. BTA
1:H7 OfB
137.445
187.837
i^a.iHO
1:j8.CU3
i8i).ot:>
13«.4I)8
ia» SOI
110 \n
1-10. 588
H0,6?,»
141 872
Area.
loB.fl
IW.2
171 7
17y.ri
IBC.3
lUI.fi
■-•O'.'.-i
silO.l)
iir.7
■iii.t)
■Ail> rj
•iat.n
■JSO..S
.304 •.'
31-'. 3
3ai> :i
;fj8 a
3:i<; 4
*J4.5
3.V,' 7
300. S
:M«.0
;l77.:i
■^ 4
3fl:-J.7
40-.i.U
410 3
418. B
437.0
435.4
44-3 8
45-.' 1!
4IW.7
4C<J 1
477 0
480.8
4*1 T
SOS 3
Sll.U
5* 3
6J9.1!
6»7 9
Mii 0
't'lTi 8
im.it
47a. 8
S81 B
sno 4
Dialn
16;
47.
48.
48.
50.
51
sa.
Ciraum.
44, 477
4il.Htl9
■)7.3I«
47.655
48.048
48 440
48 833
49 a--'fl
49 018
50.011
50.404
50 7M
51.180
51.. Mi
51.975
52.367
Sa.70O
.■53.15.3
.18.545
53.838
54.331
1)4.743
55.110
5S.5()9
.55.003
.'111.394
jT, tiS7
.■J7.090
57.47S
57.l»«5
58. aw
.'>8.6.'i0
59.043
59.4.1(1
59. »»
(50. mi
Sa.014
61.007
01.390
B1.79-.'
I',2.1S5
G'-',57T
o.'.oro
tj.3.au.3
t53.7.M)
114.148
01.541
61.1134
Oo.SiO
6,') -710
(ill. 11 a
00 :*»
ti6.*»7
07. aw
Ai'ea. Dlam
50.
59.
60.
Ill
PEREN0E8 AND AREAS OF CIRCLES.
Ill
Dlam.
Circum,
Area.
4079 .u
4B8S.J
5UH).S
SOW).
505S._
S<iHi>.S <
£105 .4.
fil2l.«l
nI3T.l{
MM aj
raoH 9\
5184. ft|
fi-JOU.84
riL'iti 8
5-e3:;.8{
5218. »J
5v'(i4.*l
.VJUl.Of
Si's:.!
.VrJia.3.
3339.41
taurt . 6l]
MWl.S'J
r.3iii.s
541U (tj
M-'C M
5448.3!
51.VJ fl-
5470.01
641K.4.
MllH.Sl
Mi'i.S;
M4I.8
5Si>* »'
557'l.8,
^'.91 4 i
S(ia7 »■]
Wi57.
r>B74
5II«1. ,
B7J4 7 I
5741.51
57.')8.8^
ft7rS . 1 [
5701.9]
.'«:« 81
5f«,^ 7
MMS! 0 ]
58a« 8 I
6876.8 I
SSUS.8'
51110 8
W.'7.ll
o»M 7
112
MATHEMATICAL TAULES.
1
Diam
H8.
89.
01.
Circuni.
Area.
aru.oc-
2T6.4CO
2TT.246
278.031
2T8.134
278.810
279 'J09
a;9.e(«
279.0M
880,367
280.7S0
asi.iTS
ssa.asi
aea.743
283. D31
2(M.314
ffiH.TOT
ass.ioo
a8S.4»a
)i8S.885
280.278
286.670
887. (xa
887.456
287.848
288.241
388.(1^
1km
I 8W.I
I (ititi
filfH
<!IM
files
6im
tew.
625*1
ti 08
«W4l,
0301.
03; ».
0397.
0414.
64:t!.
64r>0
0408.
64S6.
6603.
1)621.
6333.
<155r
650-').
ueii.
Dlaiu.l C'iivum.
92.
9».
U4.
9o.
«G.
280.027
38D.4IU
281). 812
$90,205
aao.5S7
auo.iiao
i«)i,;)83
391.775
293.168
292.. W I
292 051
393. 8IG
283 739
294 132
2aH.5S4
«M.0I7
203,310
20) 702
29G.U95
23S.-I88
290. 8Sl
297.273
297. «»
son.mt
298.451
298.844
29B.287
399.029
300.032
3O0 415
300.807
301.200
a01.!>83
Arc^
IIC47 «
60(1,1.7
Ot»J 8
oroi D
(17V0.1
61 a.'*. 2
or.w 4
6771.7
i;7;i2.ii
6S| I .v
n.ssy.s
6S47.H
6806.1
0884. B
0902 9
6021.3
0039.8
B9.')8 2
rare. . 7
!;«» 3
:oi3.8
71)3 i. 4
7051.0
7009.6
708S.2
7100,0
7125.6
7144.3
7103.0
7181, «
7200.6
7219.4
»as.s
DiAm.
06!
»0.
Ciri
aoi
m
90a.
Ma
sna
308
»01,
Wl,
SOS,
306,
80B,
aoe,
tna.
807
307.
307
ao«
308.
»oa,
300,
3O0
310.
310.
311,
311,
311,
312
312.
313.
313.
3ia.
314.
1
DECiniAL.S OF
AND
A FOOT E:aFlVAI>ENT TO
FRACTIONS OF AN INCH
Inches.
0
W
H
H
H
H
9
0
0
.01043
.OJOJS
Mm
,0)166
,0S90S
.08
1
.0833
.0937
.1042
.1116
.1250
.1354
.14
2
.1007
.1771
.1875
.1970
.2oe3
.9188
M
!1
.8500
.8601
.3708
.2«I3
.8917
.«0«1
.»{
4
.8333
.8137
.8342
.8<M0
.3750
.■-t»4
.»
fi
.4187
.4271
.43T.1
.44;»
4S8S
.4688
.47
0
.fiOOO
.5104
.5306
.8313
6117
.6581
.U
7
.B83S
.H«7
.0012
.0140
.0450
.6SS4
.61
8
.6«6T
.6771
.e.ST.'i
.11979
,708*
TIM
.n
S
.7SO0
.7601
.7708
THIS
.7917
-WW
.St
10
.6333
.8437
.8512
.8I>40
.8750
.8864
.»
11
.9107
.9^71
.9375
.tMT»
.BAKI
.9«)«
M
CIRCLE.
Ill
.4M
.S4U7U
.455
.W778
.168
.JMS7G
.ir>7
Mv;^
.i:.«
.XM-.r,
.*»»
.S5I75
w
.V>-^i
.m
.rMT4
.4B'.'
.8M74
.m ■
,8457»
.ict
.3««-.-!
.tK. 1
.»77S
1(M
.rt.Vi73
,<li7
,Sa»7-.'
.«8
.36072
.4ei)
.47
,471
.aiani
,473
.iMM7l
,473
.aasTj
.474
.SC471
.475
.»ir7i
,478
.8rtS7l
.4:r
.JtM>;i
.478
.87071
.47U
,87171
.48
.arvMi
.481
.S737II
.48*
.37170
.4HI
.37.^70
.4M
,87«70
.4«5
.37770
.4W
.»7»:o
.487
.37970
.4fH
.amxro
.m
.,18170
.49
.,'»«70
.41)1
.SK.170
.40a
.afwjo
.4OT
.wr.TO
.4M
.:1S970
.^!)r^
.,"IH77U
.41X1
,,1SS7lt
.407
.38970
,4W
,»IK'70
.4og
.30170
.,'.
.3W70
page 59,
^H16 MATH KM ATRIAL TABLES.
^
V AREAS or THE l»EGnrEMT8 OV A CIKCLE.
(DUmeter = 1 ) KUe or Veraod Nine Id fmrtn or DUai*^
K lU'LE FOR UsB iiF THE TABLE.— THvide the rlKf or li«ffKlil o( tbewgropol'!
^Hthe illuniBtfi' tu iiljtniu the versed slrm. Multiply thp area in Ihe Uhteo
^1 respontliDff to tlUs vei-scrt sine by the square of thp fllaniet«r.
If the seuoient erceetls a feiiiicircle its area Is areft of circle-sre'""
men! whotc rise islJinm. of circle— rise of given segment).
1 Given chnni and rlne, to And diameter. Diani. = (square of h&lf wK
H rise) 4- i-ise. The half chnrd is a mean proportional between th« twop*
^■ioto VI hioli the clionl divides the diameter whloli Is p«r|'>wiUe"'»'" ^"^}^
^■T.IMd
V>n«l
Vrmil
Vumi
Tamil u
■j hiM.
Area.
Sin^
Ann*
Sliii.
Aras.
Suxu
Ana.
Sill. *
™ .001
.(lOOlM
.054
.01640
.107
.04A14
.18
.08111
Mi
.oooia
.OiS
.OI091
.108
.0457S
.161
.08185
.J14 -l
.008
.(XKl-M
.aiB
.OITJIT
.loe
.04638
.16i2
.083.58
.916 -1
^m AM
.0(KH4
.057
,OI7S3
.11
,01701
,168
.08832
■«ft •
■ .Oi»
■ idHMT
.058
.niftio
.111
.04763
,164
.08406
•«»I 1
■ M16
■ tKKKW
.050
.DIHT?
.llki
.04ti(!e
.166
.08180
,«!« 1 ■«
^ .007
.110078
.06
.(lliW4
.113
.04689
.166
.08654 •'"■ '
.OOH
.oaow>
.061
.01B^J
.11*
.04653
,107
,0H6-«(
.000
.001 1»
.<X-i
.o-awo
.115 .05010
,168
.08704
.01
.00I3S
.<m
.(i*m«
,116 .05080
.169
.08779 .ai-
.Oil
.001.S3
.084
.0^117
.117 1 .05145
,17
.08864
,899 1
.013
.eoi7,i
.OliS
.031U0
.118 .oseog
.171
.owto
•»1
^ .013
,m)i07
.o&d
OJJlft
.119 1 .0,5474
.173
.09004
*^
■ .Olt
.OiWJ
.067
,UW(15
, 13 .05.338
.178
.09080
»s
■ .015
.00441
OOH
,t>«ll5
.121 , .05104
.174
.091U
•»I
^ .01(5
.OUitW !
.uiia
.oiatiB
.k-i ' .05469
.175
.09331
^^s.
.017
.OlWSl
,07
,1WI17
.yjH .0,'>535
.176
.09307
,ae9
.018
,0<W :
.071
.0-,'408
,I'J4 1 .05800
.177
.09384
.8»
.Oil)
.WH7
M7i
.iv»ao
.i«5 .mm
.179
.09400
,«S»
.08
.00375
.(fti
.Oii71
.MM .0,5733
.178
.09687
■^
.031
.00403
.074
OMH
.187 .057S9
.18
.09613
^ O^i'i
,00433
.076
.OJ(i70
.108 1 .0.5866
.181
.00690
.a^
■ ,0<iS
.004«'.'
.076
.0-!7i9
. i-» .osim
.184
.09787
•81^^
■ .044
.004(W
.077
.OiTii
.13 .oaooo
.18S
.09946
,Slfftr
^ .0*5
.OOBiM
.078
Mtm
.131 .08(167
.184
.099IK
Jlf^
.O'JO
.00655
.079
oinm
. Vil .08135
.185
.10000
.S89
,wr
.0(»87
.08
.(miH
.138 .DtisiOS
.186
.10077
,g8^
^ .0>8
.006)9
.est
.omm
.134 ! .ooari
.187
.10155
ji ^^^
■ .O-.>0
.01141.-.3
.mt
.03059
.18S .08339
.188
.ii>.>!i:< • ua^m
■ <B
.mm
.08S
.oaioe
.188 .0840T
.189
.I03ie , ,',24^H
■ .031
.00731
.on
.oaioa
.137 .08476
.19
.lUIUI .Ml^H
■ .OTJ
.110750
.085
.ossio
.138 .08545
.191
.10IC9 .M^M
■ Mi
.00791
.066
.aiJ75
.139 .OfiCH
.19(9
.10SI7 .i^H
^ .084
.00847
.087
.0IU31
.14 1 .0868.^
.198
.loatw ^^^H
.08.5
.O0M4
.088
.03387
.141 , .08758
.194
.10705 y^^H
.088
.00001
.060
.03444
.l*i , .00628
.106
.10»4 l^^l
^ .037
mm
.00
.03501
.Kl i .08893
.196
n^B
■ .03H
.0CB7a
.001
.03550
.144 ; .08II63
.197
1094S
.a^H
■ .OilO
.01015
.00«
.0.3610
.145 1 ,07033
.196
iiioas
.aiS
■ .04
.01054
.003
.03674
.148 ' .07103
.199
.11108
M^
■ .Oil
.01093
.OOi
.0»7»i
.147 .07174
.a
.um
.m \
■ .(M
.01133
.095
.03701
.148 .07\MB
.iMI
.um
■ ,018
.01173
.006
.aiti&o
.149 .07816
.aw
.I1S4I
"B^^^
■ .044
-OliU
,097
.03009
.18 1 .07387
,908
.MM ^^^m
■ .046
.Pi^ia?
.ooa
,0iWS8
.151 , .07459
.ao4
AMU ^^^
■ .040
.<nia7
.099
.0109!
.JM ' .07.531
.UK
.IIU4
**^^^H
B-(M7
01. 'Wl
.1
IMOHT
.1.53 .07003
.908
.11809
.^^^1
■ .04K
01. "MS
,101
.0414K
.1.54 , .07675
.907
.11746
3iV
^■.040
lit l\.r. 1 11 ID
'>(*«
.155 .07747
.866
.1I8>)7
^^«6
U'>t»
.15<l .07819
.'J09
.11006
.908 ^1
^^V
MiHO
.ir.7 .07S04
.81
.11090
J8i ^H
^^^B^
1(39)
.158 1 .OTOtt
.i\\
.vwn
,90^^^H
^H
"H.5a
.159 1 .0B(H8 y .«VJ
V .\*\ia\\ .11^^
^^
L
SPHEBES.
«rHKHB8-(Ce>Mfinu«/0
Sur-
face.
5153 1
, 5381.1
, 5O0.7
/ 5.V41.0
6«7<.5
&808.8
btH4.7
eoft».i
e22l.2
036I.7
63US.9
6»«7.6
OTOi.B
e9SU.9
7088. S
•7S38.S
7389.9
7543.1
roi«".7
786 i-O
H011.8
81T1.3
80B8.9
8O<K.0
0160.8
9503.2
Oe7<i.B
ofisa.o
looeo
30307
J038T
J 0508
10751
1093«
iir-;2
11810
114PU
1H59D
11883
l-JOTB
13--fi3
12409
1-2C68
12868
13070
13-/T3
13178
13GN5
13893
14103
11814
14S^
J/,-/;
M/r5 /
/53W /
Solid-
ity.
DUm.
rs.
79.
80.
S«.
83.
84.
85.
BG.
87.
H
80.
!>1.
ira.
B3.
93.
98.
99.
100.
Bur-
fkce.
^1
BollA
Ity,
«;8i4i
S8iM4
MATHEMAllCAL TABLES.
SPBtERES.
>me errors of 1 In the last %ure OD]y. From TllAmmtt.)
Solld-
tiy.
.am:
.01287
.ai:6i
.04909
.076T0J
.11015
.150:W
.loux.
.24 KM
.3oano
.87123)
.41179]
.518481
.00133
.BSKfcSl
.78M0,
.wjoa
2872
.4tU9
.7671
1.07TO
1.4053
1.7811
i.Hie
i.uee
1.0781
.«ni
.908B
..48ia
.0686
■.6«W
1.3957
I.MBl
1.6311
l.iNl
.014
.7M
!.50fl
I.Ml
1. 186
i.on
• »M
i.tt»
■ Til
1.686
1.635
)6:»
1.618
!.0»1
1.738
1.8.10
i,«(7
.floooa
.00018
.00013
.00102
.ooaoo
.0034")
iKi~:s
.OIWJH
.02127
.0!.'7li1
.03611
.otsai
.O!iS0a
.0SS4S
.00810
.147*1
.17014
.aaoNO
.S80H1
.85077
.43143
.I«:100
.T4SSI
.87S8I
1 .0-J J7
i.isu
1 .SBl I
1. 5553
1.7671
l.»974
3.«1IS8
2.5161
tt.aoej
8.1177
3.45H
3.8063
4.1883
4.5»30
5.0*18
5.4809
6.0611
6.4751
7.0144
7.S88fl
8.1813
8.8103
9.4706
10.164
10.8W
11. MU
12.443
l*.>7d
14.>«7
}6
33.183
»I.J7i
35.781
37.1SJ
88.484
41 i!8a
42.7IU
41.179
45 661
47 173
48.716
60.-J05
33.1'>A
55.7'I5
60.133
63.617
67.S01
70 883
74.«6.'l
T8.510
8-2.5IG
86.5»1
90.763
09.<01
103.87
108.44
113 10
117.87
I2:'.7i
137. (W
\»i 73
137.89
113.11
118.49
153.91
159.19
165.13
170.87
:i76.7l
182.06
188.00
IU4 83
201 . IHI
•.W.SO
lail 82
'."JO 3'i
«1 IW
■233.71
'210,53
217.45
;2.*^1 17
2iil..")9
aiw.si
'2711. 12
;a9i.oi
l2ttl.G5
Solid-
ity.
17.974
19.031
20.199
2I.368
92 449
88.674
24.942
20.254
87.811
29.01B
30.466
z\.ve&
.13 510
.SO 751
40.105
43 847
47.713
51.801
56.116
DO.fiOS
65.450
70.182
75.787
8I.31>8
87.113
93.18B
99.541
ICX; 18
113.10
120 31
127 83
135 IJB
113.™
182.25
161.03
170 14
179.59
189.39
199 53
210 118
220 SO
232 13
213,73
255.7a
268 08
880.85
801 01
307.58
321.50
8.^.95
350.77
.360.02
381.70
8S7.S3
411 11
I'jl 41
H
12.
14.
IS 7« I
H
K
20.
31.
1' .
^
1075,2 1
1101. r.
IIIM 1
net 2
Ih'l rt
r.-- ■
I
I
1
1
)
lWw*
CAPACITY OV CYLINDRICAL VESSKLS. \i\
1
^INDmCAE.
VKSSBI.M, TANKS, OISTBRNS, ETC.
i«iPter In Keel and
Inolies, Area In Hq
uari- V*'vt, and
v. 8. Ciallon* Capacity for One FooTIn J>«ptll.' J
1 gallon = 231 cubic Ini.
, 1 ciiuic foot „ ...-.._ .... 1
'"^* = — ^rr;^ — = 0.181)88 cubic f«et. 1
4.4WD 1
M, Area. Gals.
Diam.
Area.
Gala.
\H*
m. Aran.
1
Gah.
11
*. Sq.ft. ^, h.
Ft.
In.
84. ft.
1 fuot
ilepih
Ft. to.
Bq. ft. '
.789 8 87
S
8
2S.«
188 OB
in
1
283.63
.ft« «.89
5
9
8S.«7
iQi.ys
19
3 '
291.04
2177.1
1.060 e.oo
6
10
s«7;i
IWO-J
19
0
298.65
II2S4.0
l.2S»7 9.18
5
11
27.49
20B.fi-
19
9 ,
300.86
IR91.7
l.SSe 10.44
41
S8.187
^11 51
20
814.16
»B0.]
1.S76 11. 'fl
6
a
30.t8
SH9.M
iO
a
ffcS.06
2409.2
I.;rt7 J3.2-2
6
«
SI. IN
iM8.!3
•Jfi
«
3.HO.O6
8469.1
1.909 1 14 73
6
»
3.5.78
i!«T.09
30
9
838 16
2,5a{i,6
3.t8S
16. .fJ
7
88 4H
88- H8
il
346 36
2*91 0
8.4(15
i: sw
T
3
41. S8
30K.SI
21
3
354.66
swa.o
£(M0
19.75
7
6
44.18
5311.49
SI
«
368.05
271.5.8
S,fW5
at .56
7
B
47.17
SSJ.88
21
9
371.64
2779.3
U.nt;
23.50
8
S0,47
8T6.0t
29
380,13
9M3.6
S4i>9
25.50
8
8
63.46
31)9.88
SS
S
388.82
2908.6
8.087
Sjr.-V!
8
6
56.75
«4.4H
aa
6
897.01
2974.3
SVitf
a9.74
8
9
eo.13
440.8a
22
9
400,49
3040.8
fsre
4 M7
31.99
S
63«:i
47S.89
S8
415.48
3108.0
81 SI
0
3
67 40
603.70
ta
S
424..'>«
8175,9
4 wn
fm.Td
a
6
7fl.88
530 24
iH
8
4.1.'1,74
aN4.6
&.585
39.21
9
9
74.6ti
K.8.51
i!3
9
4 18 Ul
S8I4 0
41.78
10
78. &1
687.53
24
452 39
SS84.1
S.MO
•.MS
6,681
7.009
7.467
7.876
8.306
8.727
9.168
9edi
10.0S5
I0.5S9
11.045
11.541
K.OtS
I8.M6
44.43
10
3
8i.52
617.M
24
3
4«l.fiC
3455 0
47.16
10
S
86.59
647.74
■24
«
471,44
3626,0
A9 08
10
»
90.70
678.95
24
9
4KI 11
35(»*.9
hi K8
11
flS.OS
7I0.9U
86
490,87
3678.0
5.'».86
11
3
P».-)0
743.58
%
3
500.74
374.5 8
08 9-.^
11
e
ioa87
7711.99
as
a
510.71
3»-«l3
05 ti8
11
0
K«.4a
811,14
SB
9
520 TT
•■me>.<i
\t
113.10
846.09
s«
530.93
.3971,6
681. -^S
71 07
la
8
iir.M
881.68
so
8
641.19
4048.4
13
6
ISKTJ
9I8,(X)
30
6
651.55
4125.9
7514 4
78 99
itf
0
137.68
nss ofl
•M
9
562.00
42(H.l
JB
I.li 7:1
»lh),ltl
■il
.'.7i.M
4283,0
saca
S6.3.3
fKJ.1.3
»4 «>
»7.{>6
J03.00
106.12
110.8J
Xl4.tll
iis.yr
la-J 42
13
3
18T.8fl
1031.5
27
a
583.81
4302.7
13
e
143.14
W70.8
27
a
698.06
4448.1
18
9
148.4U
11108
27
9
604.81
4524.8
14
153.94
1151.5
28
615.75
4006.2
14
3
159.48
11»3.0
28
s
626.80
46N8.8
la.ofB
14
6
iivs.ia
1S85.M
28
6
687.94
4772 1
1S.6«5
14
0
170.87
H!78.1!
28
s
649.18
4866 2
14.186
U.748
15.331
IS
15
1.^
3
6
17G.71
IW fi.i
188 O'J
ISil.U
l.')Crt.4
1411.5
23
29
a
«
660.52
671.96
083.40
4941 0
60W1I)
6112.9
15.00
16.60
15
Itt
V
1M.M1
•JOl.O-i
1457.4
ItOl.l
29
30
9
C.BS.IH
7U6.H«
5109 U
5287.7
17.10
1 - ' ■ _
1^2 IS
11!
.1
l.'(t7.3'.t
15.M.4
;jo
s
7I8.r,9
6.370,2
17.78
16
5
aiSH-i
1.-0S.5
30
6
7.W.03
.5165 4
18.35
]4G.eB
l.-il »i
lU
9
!Wl).:i.'i
1648.4
30
9
742.84
B5.'*.4
18.90
17
avo.wJ
JOtff.O
»1
7,54.77
5648. 1
I0.04
17
3
13 1.7)
ir-wa
Hi
3
766 99
'6-A' .&
90.»
17
a , S40..'i!i 1 nms i
31
6
779,31 \ vaatt.'
ir
e 1 £47.45 />3l.l 1 ,11
0
791 .•;3 \ &»«.<•)
tn
Sli4 47 70(1.3,6 1 ni
804 25 \ «)\«>.'i
IS .!
IS B
re 9
V
/^'•50 Jfl.W.« 1 3-.'
3
816.66 \ ftWO.ii
'.mJjmjiL
/^W WJO.H 1 8-..
6
0
889.58 \ 6-iOt..-
, 842.S» \ 6301.
^■^^1^
1-20
MATHEHATIOAL TABLES,
tiOT
COfVTKNTS IN ritBIC FEET AND IT. H, GAItl
PIPK»* AKnCVI.INDKRSOF VAHIOL'S DIAail
AND ONK rOOT IN 1.ENOTII.
1 gallon = ^31 ciibio inches. 1 cubic fuot = 7.4805 gallon*.
I
52
la
For 1 Foot ill
Leiicrth.
Cubic Ft.
al9r) Area
in Sq. Ft.
.oooa
.0006
.0006
.001
,0014
.ooir
.0041
.oax
.oust
.wm
.0043
.0IM8
,O0S5
.0065
.0123
.oior
.0«I8
.0■^76
.(n4i
.0413
.0191
.0570
.OUdS
.oror
.os™
.0085
.1134
.mi
.1«M
.150S
.1000
.1808
.1863
.«iai
JOD*
U.S.
Oal»,
231
Cu. III.
.0045
.004
,1)057
.0078
.0103
.0129
.0150
.OIKS
.0380
.0-189
.0312
.OiKiO
.OlOtl
.(KM8
.i>ai8
.1249
• titl*
.■JlltltJ
.'iWO
..S'>85
.!)«72
am
.4DS6
.r.7«8
.0538
.73M
.fl-JOfi
l.OsM
1.13S
I.S34
l.S4>
i.4ey
1.504
1.734
as
For I Font In
liPiilfLb,
U.S.
(jalx.,
S;ll
Cu. In.
Cubic Ft.
also Ar«ti
in Sq. Ft
.3(86
.2073
.•3W7
.»0«8
.!t370
.S491
.3713
.:«Ml
.4176
.4418
.4667
.49-33
.5185
..S454
.5730
.601S
.6308
.M
.ems
.7313
.7530
.THH
.8531;
.0318
.SM
1.009
1 147
1.337
I.SIO
i.«n
1.4%
1.578
l.BTO
1.708
1.807
1.859
1.9I»
2.145
2.3M
3.45
SOU
2.777
£.048
.1.135
8.405
8.4Bt
3.eSB2
8.879
4.06
4.380
4.4M
4.715
4.087
.M64
5.3iW
6.083
5.875
0.375
0,805
7.4*1
r.»07
ft 578
9.IH0
S.itOl
10.44
11.11
1178
18.49
13.33
l$.W
£5
a
19
so
aoH
SI
S3
mi
■a
mi
84
«
26
87
i!8
ao
80
81
33
33
34
as
30
37
38
39
40
41
43
43
44
45
40
47
46
Fori!
Cubic Fl
nlia) Arn
in S<|. Ft
1.009
2.074
2 183
2.293
2.406
«..V3I
StOM
S-THl
2K»
S.013
3.1<3
3.41)0
«(»7
3.970
4.370
4.r*r
4.UU»
5.341
5.5H5
6.940
6.«B
B.Ceil
7 0tn
7.407
7.878
B.206
8.wr
B.lM
0.«i|
lo.on
lO.lM
11.04.1
11 Ml
12.018
i3.aH
To llitd Ibf iiiiiiiollv <if iilpes Efealer than flu- larRrst )rivpn In
look In III" "f one hair (liek'ivcn Hixe, and mullipjr
Ity by 4; ■ ci.-. tiiam, (inii ninliiply ItH capaeity In' »
T» flnil II ■ r in any uf the ^Iven sires multiply ihp
la cubii- fiMi li.v D'.'.ij ur 111.; iJialloDH by W^, or. if a cloMir amiroxii
itHjutreil, by ib't! » eiKb' of A cubic fool uf water BC the ootuaf lamp*
the pipe.
(4WPII ilieilliii' ", to find lt« capacil;
jmUouk: Si|uai'>' lenj;tli anJ by ,0Ca<
*~
1
JAPAOITY OF CYLINDRICAL VESSELS. 121 1
BICAI. VE88B1.8, TANKS, CISTBRN8, ETC. |
In Feet and Inc
hen. A
rea in K4iaarc Feet, and 1
GallouM Capacity for
One Foot
In I>«ptb. ■
it - 331 cnbic Inithes
1 cubic fuol o„9ge8^„bicteet. 1
<.4n]& 1
"-_
Oals.
Dinm.
Are*.
Onls.
Din
ni. 1 Aren. 1 Go Is. 1
1 foot
depch.
" S W
Ft. Id.
Sq. ft.
1 fdot
de|ilh
Ft.
In.
Sq.ft.
1 foot
depih.
^■^
5 6
"^i 'H
188 S6
IB
283.53
2)20.0
^^H
f tm
5 9
ffiisT
19(.:ii
19
8
291.04
2177 1
^^r
*• P.OO
S 10
26 7.1
mi W
W
0
298,65
•J234.0
^^ff
!),I8
5 11
27.40
•J0,"!.0-
1,9
a
300.35
•2291.7
^Eq
10 44
8
2H.27
^11 Gl
20
314,16
!?»0.I
■PQ
11. in
6 3
30.68
ISO..W
20
3
S-JS.tW
2409.2
^■7
I3.«
Q 6
8.S.I8
£48.23
•20
0
■XiOM
8400.1
In
14T3
6 9
33.T8
i!«7.69
30
0
338 10
iS-Jil.B
jl^
!«..*;
7
3848
887.88
21
:>J0 36
•2691 0
^■5
17 1)0
7 8
41.38
308.81
21
8
364.66
2653.0
^HO
19.75
7 6
44.18
830.49
21
«
303.05
•2715.8
BR
31 .W
7 9
47.17
852.88
21
9
371 51
2779.3
ti4^
23.S0
8
».«■
870.01
oo
JW.IH
•»4.'l.fl
1.400
25.S0
8 8
M.46
890.88'
28
3
388.82
2S08.6
1687
87. &8
8 0
liC.Tr.
424,48
2-2
8
397,01
2971.3
lyrti
29,74
8 9
ao.13
4411.82
2S
9
406,49
3040.8
I.CT
81.99
9
6SC;2
475 m
23
415.48
3108.0
I5rt7
Si SI
9 3
07 SO
503.70
23
3
4'24..M1
3175.9
lOUO
tMt.TiJ
9 6
70.88
530 24
23
a
433.74
3244.6
).'J4I
Sfl.il
» 9
74.00
MS.,51
23
9
443 01
8314 0
s^&ao
41, :h
1»
7H.W
587,.W
24
452,39
38(M.1
•10
41.13
10 3
8-J.5J
6i:.2(i
24
3
401.80
345.5.0
Vt
47. HI
10 6
Hn.no
B47 74
24
«
471.44
11526.6
Bl
4U1I8
10 9
90.78
678.95
24
9
481 11
.•«9h.9
10
WH8
11
|I5.<W
710,90
2,-|
4M.97
3072.0
t7
W.Sfi
11 3
99.40
743 ;>H
•i.')
3
.'.00.74
374.VB
'fl
S8Qi!
11 0
1(^87
!7ti,9fl
25
a
510.7 1
3820 3
Ig
ftS.lie
11 »
108.4;l
811.14
25
9
520,77
38B6.0
7
K.-JSi
IS
113.10
840.0.^
£«
530.93
:397l.«
(W.r.3
1-.' 8
I17.H6
881. 6.".
20
3
Ml. 19
4048.4
ij
71.97
12 0
]Sa.7-J
91R.O0
20
6
C51.5S
412S.9
5
75.4)
Vi 9
127.08
IKV, 00
26
9
602.00
4204.1
SO
7».9a
18
182 73
69-3,91
37
.wa.no
4283.0
gg
(«(B
13 3
137 89
1 03 IS
27
3
583,21
4802.7
11
(«.!»
13 fl
1 4.-). 1 4
1070,8
27
a
698. Ufl
4443.1
9
lK).l.-i
13 U
148.49
ino.8
27
9
604.81
4624.3
IMOII
M
lKi.91
1151.3
88
015,75
4B06.S
5
97.SW
14 S
150.18
11 113.0
•28
3
6-20, KO
4088.8
B
KW.ftl
14 0
Hifi.ia
1-J35.:j
28
0
687.94
4712 1
M
106 12
14 0
170.H7
1278.2
'28
9
649,18
48A6S
l«
II0.3i
l.>
170.71
1321.9
21»
000.52
4911.0
114.61
15 3
IHSO-i
18M'..4
29
3
871.90
M'f20 V
0
II8.V>7
1.1 0
188 09
UI1.5
29
fl
083.49
611-2.9
t.M
123 4i
1.'. U
IW.Hl
W57.4
29
9
005.13
5199.9
7.10
ie7.(ft
III
201, (Ifi
If 04. t
sn
706.86
5287.7
:.7i
laa.sfl
10 8
207.39
1551.4
30
8
718.09
6370 2
«.»5
i)»7iir.
10 (J
21.1 *i
VM.h
80
0
730.02
5IS54
1Hf»
H'o:
1(1 9
a-.'o.s.-)
154S.4
SO
9
712.64
KkAA
17
2*0.86
MiiCO
81
7,')4.77
5046.1
17 3
-.31.71
i;4.s2
31
3
700 99
5737.6
17 6
240. ,M
17M13
31
0
779.81
5829.7
17 B
247 45
I'-JI.I
31
9
791.73
692S.6
IS
2H47
1903,6
«a
804 'JS
60\6.4
.
in !S ,
«w;.fl» ,
nm.s
f 32
3
SIfi.«S \ ftWO.K. 1|
a>r' /.,..- i IK e 1
SSI) so
iOlO.tt JK
e
838.58 \ B'Jl^Ti.':
^U.lJ
soavs 38
0
tLt.) tn \ aufti t.
^» MATHEMATTOAL TABLB8.
t GALLONS AND CUBIC FEKT.
latea Gallons In a ^ven Number of Cnble F«
s 7.4405ig D
. 8. i^llons;
1 Ralloil = 231 cii. ill. - .
asGWjfciu
Galloaa.
Cubic Ft.
GalloDS,
Cubic Ft.
GaUoMi
0.75
r.M
3,7*
SO
GO
70
80
00
374.0
4«.8
5iS.O
398.4
873.a
8.000
9.000
10,000
$0,000
80,000
59,M
6;.M
74,l«
149.111
4.43
5.«
5.08
6.78
7.48
100
200
aoo
400
500
7-18.0
1.496.1
2,-iJ4.3
2.993.3
S,740.3
40,000
50,000
60,000
70,000
SO.WO
1174.01
448,«n
B1H,«
5118,411
14.96
22.44
S7.40
41.88
GOO
700
800
000
1.000
4,488.a
5.a.S6.4
5,9(M.4
6.712.5
7.4S0.5
iN).000
100,000
300,000
300,000
400,000
74S,«
l,48«.lfl
S.244.l»t'
Ki.sa
DS.84
er.3a
74.80
HS.6
9,000
3,000
4.(XI0
5,000
«,000
14,061.0
£!,441.e
29,022.1
37.402.8
41,(«9.I
500,000
6(HI,<t(iO
700.1)011
900,01)0
900,000
S,740JBU
4.4Si).SIt,4
^ ■>:»■. .<iiui
S34.4
a»9.8
7.000
GS,368.6
1,000,000
7.4gl).6lil<l
|lbl« Feet Ira a given Number or Gallon*.
CAPACITY OS RECTAXODLAH TAXKS.
125
fACITIES OF RECTA!VGrr,.*R TA^'KS in V.
CALLOM!*, VOB EACH FOOT IN DliPTIl.
1 cubic foot = r.4805 V. 3. galtous.
S.
lyjiiglh of Tauk.
fe«t.
i
lU in.
»M
tvet.
9
ft. Iti.
8 e
8T.40 41.88
46.75 56.10
e7.3«
ss.as
09.4S
T8.M
91.04
feet.
4
ft. In.; feet.
4 6 S
ft. in. feel.
6 0 8
ft. in.
0 e
59 > I
7J.'
l(M.7!i;nT
,s-.' iwi.yi 1 II. im ir.T ir.i ITii.IH
f»"t.
101.73
130.91
lat.oa
I88.ST
ll9.C9;l34.6S149.GI|10i.S7|17e..^S|194.'10j309.4a
151.48 1(W.?118.M I
187.01 2ir.
^b'.l.ail -",*!.. 4 .114.18
8I6.(» 340.3e
MUM
rutii
(
t
i (
i:
LengtU of Tank.
ft. in.
7 6
iisn
140.86
16&81
196 36
2i(.41
MS.47
ao.M
8(IH.57
sM.m
M4.67
393 79
4a0.7B
feet.
8
119.69
149.61
ira.iw
a09.45
«».37
ft. in,
8 11
187.17
15S.96
190. 7^
asa.si
SM.34
feet. |ft. in.
0 10 s
feflt. ft. In.
10 10 b
184.65 142 13 14n.«I
168.31 177.t)(J! 187.01
*-ia.97 213.19
11)5.63 248.73
W9.m, 384.86
feet.
11
ft. In.
11 6
tevt.
•jfto,80i as*. IS s<i-^« ^'1'
'>99.*J1 317 9!J ri"
■no 1RJ .iT 17^.05 179 5.1
I'Sl.'i.Oe 8*1.41
3->4 4l ■'■■ rvS.07 269.30
3B1.8;; ^. ..-,; ..- .i«il 3l)1.09iiai4.IR
299.»!i SU.lJJi liJit.H 344 lU a.'>'.l.tN)
8'.'9.I4 349.71
3.S9.0S 881. .-M)
888.98 413,30
4IS.9I
44H.^8
478.75
3'
4itt J. 1. „..,.;
JSr.UOi-lOlSrj
mhivi' 1-.5 lis 370.S!Sl 387.11
■ 411.4.1, 480 13
4n'.'.57l 47a. M
... .:: 49fJ.7l' BIB.IS
510.54 5S4.85 559.18
445 09' 471 87' 497.45
47».H8t 504.93 .^Jli.ns'
508.97 53S.59 568.5!
540.46 572.35; fiOl.iB
606.9-J, 639.5H
fiTS.ll
/ /
710 65
748.05
I
•JO ?<1 575 99
■ 617.14
6r*.'.J8
... '/ ! 69(1.42
7UU.90, 740.S6
608.18
645.19
6S8.-»
731 SI
77483
4a-J.B4
44M,a3
493.71
53a 59
583.47
fl-»36
673.34
718.18
768 00
80T.8S
746.17 7?>I .71 817-24 882.77
7S5,I5' 82>! 8(t 960.W 897.IM1
831.78 KCI.Od' 90:f,>« 04'.'.S«
905,14 MB.Wi 087,43
989.89 103-J.3
ivn.'i
m
•^
■124
MATHE.MATICAL TABLES.
m SQVABB FEBX IN PLATESMCuntfaiMd.)
Ft. and
tos.
Long.
Ins.
Long.
Square
Fe«t.
Ft. Bud
Ins.
I-Ollg.
Lonir.
Squnte
Feet.
Ft. and
Inc.
Long.
S7.4
Ins. 8i
Loor ]
328
17. a
aio
1.488
S2. 5
869
1.868
7
311
1.46S
0
870
1. 875
5
S29
8
21S
iiTi
7
271
1.888
6
330 1
9
i!13
1.4T9
B
ar*
1.889
1
331
10
2U
1.480
9
278
I 898
8
8W
11
ai5
1.493
10
271
1 903
9
ass
18.0
216
1.5
11
275
1.91
10
381
1
217
1.507
SS. 0
279
1,917
11
335
2
316
1.614
1
277
1.924
88.0
S»
3
319
].5l!l
2
278
i.9;ii
I
1137
4
280
1 528
3
279
1 1IS8
■a
(438
5
221
1.585
4
880
1 W4
3
339
6
2«
1.5)3
5
SSI
1.951
4
.■MO
7
288
1.549
6
889
I 958
5
3)1
8
an
1.55S
7
88-1
1 yes
a
Mi
9
2SS
1.S63
8
884
1 072
7
3)3
0
2S8
1.569
9
886
1 979
8
3)1
11
227
1.57B
10
28«
i.ge«
9
345
19.0
aas
1.S88
11
287
1 993
10
316 1
1
•JSS
1..W
S4.0
288
8.
11
317
3
290
1.597
1
889
2 007
9». 0
.-MS
ft
Hi
I.IXM
8
890
a.014
1
319
[ 4
SS2
1.611
8
891
2 021
2
8W
^^HB
2S3
1.018
4
898
2 028
8
351
^^K*
884
l.tW5
S
898
8.0:«
4
8.W
^^■7
83a
1.833
6
204
2.012
S
{{."ij 1
■ 8
ssa
t.RH
7
898
2.0)3
0
8-Hsri
■
28T
1.645
8
898
2.0M
1
3.''^^|
w
238
i.ftsa
9
297
2oea
s
35^^B
11
289
1.G59
10
306
2.00S
9
SST^^I
30.0
240
l.ft07
11
809
8.076
10
85^^|
1
841
1 1(74
£3.0
3(»
8083
11
891^1
i
242
1.681
1
!HM
2 09
80 0
3gq|^|
»
243
1.68S
a
.'XW
2 097
1
381^1
4
844
l.OW
3
803
8.1»t
2
3MI^|
6
24S
1.701
4
301
2.111
3
m
e
84«
1 708
5
305
8.118
4
3Ui
7
847
1 715
6
aofl
2.125
&
306 ,
8
248
l.TJia
T
807
2.IS2
C
nMHB
9
849
i.rjo
8
308
2.I3U
7
^Q^^l
10
2S0
l,73fl
g
809
2,14(1
8
M^^l
n
2S1
1.743
10
310
2.153
9
ao^^l
n.o
252
1.75
11
311
2.10
10
XT^^^w
1
■m
1.757
S0. 0
.312
2.167
11
37^^B
s
254
1.764
1
313
2.174
81. 0
9i4^H
3
8SS
I 771
2
314
8.181
1
4
2S0
1.77S
3
315
9.188
8
6
857
1 rsi
4
310
2. KM
3
Sn^H
6
858
l.Tftf
6
817
2.201
4
ST^^I
T
899
1 791t
6
318
2.208
5
22^^|
8
980
1 «W
7
' 319
2.215
8
-ST^^H^
9
m
1 HIS
8
3J0
2 222
7
87^^H
10
UK
1.81'J
9
1 an
2.229
8
38^^^l
11
888
1 HIUl
10
1 as
•i.'lM
9
S^^l
M.O
881
1 nai
11
328
2 24S
10
^^^^1
i
805
1 !*1
87.0
■HI
2.25
II
^^^^1
388
J,H47
1
8«
2 257
«.o
3^^^l
8
•-«-
1 .SM
8
S£8
2-2(H
1
38^^H
1
m
1.861
8
827
2.271
8
^^^^
^_
LOGARITHMS.
137
RUIIBER OP BARRELS (31 1>2 GALLONS) IN
CISTERNS AND TAyfLS.—Conlinueii.
Di&meter in Feet.
ii
06 686
493.3
$93 0
0BO.T
7S9.8
888 0
W6.7
lOtt.3
1184.0
1SK.7
im.n
1480.0
1578.7
1877.3
1776.0
1874.7
1973.3
S4
107 432
5S7.2
814 6
758.0
8&9.S
966.9
1074.3
1181.8
l-SQ.S
1396.0
1S04 0
181 1. S
1718.9
1836.8
1933.8
30tl.2
3148.8
Iie-Wl
582.9
699.4
816.0
93-2.6
1W9.I
1IB5.7
ia«a.3
1398.8
1515.4
1632.0
1748.6
1865.1
1981.7
2098.3
«314,8
86
130.083
630 4
756.5
882.6
1008.7
1134 7
1260. «
1380.9
1513.0
1U3S.1
1765 S
IR9I .2
2017.3
2143.4
2269.5
2895 6
2W1.7
87
1.15.968
6T9.8
815 8
951.8
1087.7
12S1.7
13.W.7
119.5.0
l(i31.6
1767.8
1903.0
2033 5
2175.5
2311 5
2447.4
2583.4
2719.4
38
146. SS»
731.1
877.4
1023.6
I1G9.8
1316 0
1163. 2
lti08.5
1754.7
1900.0
8(M7.2
2193 4
2:m.O
24H5.8
2632.0
2778.3
2024.5
2»
80
157.858
«e7.88l
7»4.3
830. S
941.1
I0O7 2
I09HO
1175 0
I2&4 9
1342.9
1411 7
1510 S
1568.6
1678 6
1725.4
1846.5
1882.3
2014 4
203B.2
2182. 2
SlWO
S350.1
2W2.9
2517.9
2M)9.7
'.'t>«5 8
S«W.6
2853.7
2823 4
30SI.a
29803
3180 4
8137 2
3367 3
LO«ARITH!fIS,
_ Ithnm ^abbreviation J03I.— Tlie loff of a nnmbPr Is the exponent
Tpower to which It is necessary to ralw a fixed munlipr to prmlnee lliu
iJiumber. The llxed niiralwr in called the hniw. Tims if the tia»e is M,
Ho(f of 1000 is 3, for I(»" = lOOfl. Tliere are two syHlenm of logs in i^riiprikl
Mhe ornii iiir>n, in whicli the base is 10, and llie Naperian, or hyp<!>bolic,
L*1llclt the base.ia a.718'2SlS28 .... The Naperian bane is commonly de-
Ihy p, us In the equation e' = x. In which y i.s the Nap. ioff of x,
ay system of logs, the lo^ of 1 is 0; the lu«; of the bax«. taken in that
I. IS I. In any system the base of which is greater than 1, tlie loi;s of
■hers greater than I are positive and the logs of all nnmbeni less than
kKatire.
linndiilHa of any syBtem Is tHjual lo the reciprocal of the Nafwrliin log
Ibusr of tliat system. The modulus of the Naperian system is I. that
^Commou system i.s .4342945.
Iok of a number in any system equals the raadnlus of that system X
Krlaii loe of the number,
ypcrfcohc or Aaperiim \og of any number equals the common log
£. of two parts, an entire part called the chitiact»:rintic, or
nal part, or iiiautisioi. The nianUssa only is siveii in the
_ , , ..imnon logs, with the decimal jininl omitted. The charnc-
J i» found by a sunple rule, viz., it i.s one le.sa than the nuuiber of
It) the left of the decinial point in the number whose low Is to be
„ . Thus the characteristic of numbers from 1 to 9.99 + is 0, from 10 to
. l+b 1, from 100 to 999 + is a, from .1 to .99 + Is - 1, from .01 to .089 -*-
P-J,MC- Thus
jtv of MOO /h .? aoim;
" •• go •• i.iniDs-
" " » " 0.30103;
logot
.2/8 - I.aOIO.^;
.02 ■' - 2.:«)103;
.(m " - a.30108;
000-i " - 4.30108.
128
MATUKMATlUAL TABLES.
W"^
W The mtitus Bies is frequently written above th« c)iar«ct«i^
lOK .OOS = y.SOIW. The uharacterialfc only |8 negatire, lh« awlm*
nianlitsa, liiiliiR always pasit I ve.
When a loi; cuu!ii8lHi<r a negative Index anJa po8itivemai]li»<A. IlitV
to Write Ihe negative sign over the index, or el(«f Ln tiiU\ 10 lo the la' '
to indiuate tlie subtraetion of 10 from tlie resiiilint loearillitn,
Thus log .'3 = 1 .8010.1, aud this may be wriiren 0.30103 - 10.
Tu lal)l<^K of logarithmic blnea, etc , the — 10 Is generally onillte
In.Uirnlornl.
Htulen for uae or the table of EiOgarltbmB.- T«
log of any ivhole number,— l-'or I lo lOO inelutlve ihe lo
c:oiu|>lete iu the suiuU talkie obi page U*9.
For IhW to !K>9 inclusive tlie deeimal part of the log la givfn o|l(_
Klvon miiuber In the column lieadeil 0 lii the table (Incliidiiifr lli« ti
B the lefi, iiittkiug six flgiii'en). I'reftx tin' charaeieristic. or IdiI«x,I
for lOOO to IW'.IU iucliicive : The lant fnur llKnren of iho loit •(
piiosite I he first three ligiires ot the given number and in Ihel
oliiiiiii headed with tlie fotirth flgtire of the ^iven uumber ; predct
Inures under coliunii 0. and thu in(l«uc, whieh is 3.
Kor numbers over 10,000 linviug five or more digits : Find the clueii
nf the log for the first four di^ita a.s above, multiply the diiTrrotml
in the last eoliiuin by the reinaming digit or digits, and dividr liy 10 1<*
~" e only one digit more, by lOO if there bo i«o more, aud s-
uotient to the log ot the tlrst four digits and prefix the i>;
I there are five digits, 5 if there are six digits and so on. 'I''
' pnrtioiial parts may Ue used, as shown below.
To dnd tliii log or a deelnial 0«etlon or or • wM
uumber unci a decimal.— i'ir»l find the log of (be quaniily Mlftl
nverp ni> deuiinni piilui. then prefix the Index according to rule ; thelnW
^ue less than the nuiuheir of flgures to the left of U>e decinial poiDt
Betjuired log of 3.UI5KI.
log of 3.1-11 =o.497o<ia i>iff. siaa
From proportional parts 5 = fiOO
'• - 09 = VMi
** 003 = 041
log S.I415») D.4UT1408
To Dnd th« number corremponding to a given I*Ht*~^
"he table llie I.hj ii^'uretft lo the deeuiial part of the given log (MuTiatol
|Xoiir digits of^ the required number from the onlumu K and (be I
|lOf the colimin containing ih« lug which lg the next les«: than ili<^
. To find Ihe Sth btvI litii digits subtraet the login ih.- ratil-,']
given log. iuulii|ily the dilTereiic^e hy 100, and divide by ll"
ItiR. Oulumii opposite the log ; annex the quutieot to the foi;
fiiimd, and pla<re the ile<diiial polm aofoitling to the rule, '
Qgurea to the left of liie decimal point Is one greater lliao ll>» u<
i
Find nuinl)«r (>orre«pondin||; to the loir •fEU
Mexl loweatloK in table corresponds to 8M1.....
Tabalar dlfT. = 138; 83 -
DUT. ai
■ 188 = .&« +
T>n» Index being 0, the number is iherefoi-e S.141^9 +,
To mnUlply tt«-o nnmbera by the uae of lograi
Add together tile logs of the two uumbera, aud find the immlwri
ifl the wim. '
To divide two numbers.- Subtract the I04; of the I«w 1
I'lg I't the greater, and rtnd the numl)er wlioiie log is the dllTerenc
To raise a number to anr Klven power.— Mult iplyj
' nnml>er by the exponent of the power, ainl titid the number '
I- fiiiMluet.
I'.i Dii.i ai>v ro<»t of a itlven nnniber. — Divide tb?> I
|ti lie I.,.. I. Tlie L|iiMt lent is the log of the I
' proral of a number. -SiiUtraei
.. .isilwr |r<>in u, ndd 1 tu the Uwlex aad cL
*• • '(it ia the log of th« reciyrocai.
LOQARITHMB.
1
i-.>.>ir>r.)cal of s.i'iisgs.
in found «bi>»e 0.497M98
!] part from 0 Rives. O.W-t^OO-i
-iiu I lu ;i.. imipx. and ctiaugliiB sign of the Index gives.. T-SO-JS-WJ
fcV'hiMh'lneof 0.31«3I.
To Bad the foarth term ofa proportion by loearlthniH.
iiriibni:! of ti>e second and tUud leritis, aud frum iheir sum
^.-ariLhni of fl.e first term.
KiiT itbra is to l>e Kiilit meted from anotlier, it may be n-ore
■■■■I ihe Bulitrai'lioti Into an oilciiiinn, wiilcJi miiy be (*'
■1.^1 givMii lot'iiritliiji from 10, a<ldliig tla' difference t
rift<nvvard.s rejcctliii? the 10.
>> given logurlthin and 10 is called its aritlinietii
'. »i.
inn from another is the same aa to add ilB coinple-
I 10 fmm tti(> result. For « — 6 = 1(1 - b -|^ fi - 10.
rtiou, tlieu, by lOKarithitix, add thu coiiipli^iaKiit i>( the
-t torm to the loBftrllhins of tlit> second Rdd lliird tiMiiia.
iiml BfttTivards l»' <litiiinish('d by 10.
luearithms tvlth a neaalive Index, — Sulvo I
•ore
ieal
130
tOQARTTHMS
OF J?U11BER«.
^
Ko. 100 L.. 000.]
LNo.lWl..
N.
0
1
2
s
4
S
e
J
8
• i
100
000000
0134 ORGS
1301
1734
8166
8506
8089
U61
am
4331
47S1 6181
StUJO
0038
0466
6894
7
fil
7748
8174
emo
9036 SH.-.!
9H70
4581
0784 1147
4940 5360
l.'jTO
5779
ISKB
6197
811SI
6616 ,
(M2837
8259 1 3880
4100
70S3
7451 -tm
8a»j
8700
9116 9538
QtLl'?
1
W
ir»»
0881 0T7B
4486 1 4896
081189
1603 1 2016
3428
2841
1 3858
S6&1
4075
saiie
571,5 eii-)
oass
0942
, 7850
7737
8164 ' avTl 1 8978 1
g3»(
U781>
■ i)it)5
0000
4628
IIKM
5029
1 1408
5130
1818
5890
8816 1 8619 30S1
62S0 wsa Toas
8
033424
989S 4387
g
7J<M
7825 1 8838
HHH)
B017
9U4
sen
W
(HOT 1 0608 1 0989 '
PBOPOBTIONAL PiUlTS.
IMH,
1
2
3
4
5
6
7
8
434
^HA
8t>.«
180.S
irs,6
217.0
380,4
8C8.8
847.9 1
4.13
48.3
80.0
189.0
173.2
816. R
259.8
ao8.i
346.4
432
43.8
48.1
811.4
86.2
129.9
129.8
172.8
816.0
215.S
259.8
8S8.S
308.4
aoi.7
345.6 ,
S44.8'
■ ^ 4S1
78.4
B4S0
430
80. 0
129.0
172.0
815.0
8S8.0
aoi.o
S44 0
^H4S9
4)i.»
85.8
128.7
171.6
814. S
267.4
300.3
843.3
^^E43B
4S.6
85.6
128.4
171.3
814.0
2S6,8
890,0
S4I.4
^H'4S7
^.7
f6.4
128.1
170.8
818. S
860.8
898,9
341 .«
^^P496
4S.6
85.3
127.8
170.4
313.0
2S5.6
898,8
iHO.8
^Kias
4S.S
8S.0
127.B
170.0
818.5
sas.o
807.6
310.0
^ft^M
48.4
84.8
127.3
109.6
812.0
8S4.4
296.8
not
■1^488
48.3
84,6
126.0
169,8
811,5
858,8
806.1
388.4
m
48.ie
84.4
120.6
166.8
an.o
858.8
895.4
«7.l
4S1
42.1
84.2
12G.3
IQ8.4
210.S
258.0
884.7
nc.8
430
4S.0
81.0
lae.o
168.0
210.0
358.0
894.0
SM.i
419
41 .»
811.8
185.7
lB7.fl
200.6
861.4
803.3
418
41.tt
H3.6
185.4
187.8
aoo.o
850,8
898,6
aH.i
^^
41T
41 .r
83.4
la-il
106.8
808.5
850.8
891.0
a>.«
K 416
41.6
88.3
134.8
160.4
208.0
849.6
891.3
m.6
■ 415
41.5
83.0
184.5
1S6.0
807.6
840.0
890.S
8S.0
■414
41.4
Re. 8
liM.S
166.6
807.0
848.4
880.8
sn.f
413
41.3
826
123.9
165.8
806.6
817.8
889.1
00.4
412
41 .a
84.4
183.6
164.8
sc«.o
847,8
888.4
a»,«
■ k *^^
41.1
^.2
138.3
164.4
806.5
«e,6
88T.7
8B.8
B 410
41 0
82.0
123.0
164.0
205.0
946.0
887.0
8)».e
H 406
40.U
81.8
128.7
163.6
204.6
815.4
88Q.3
8>r.s
^^■flft
40.S
81.0
182.4
163.8
204.0
M4.8
86S.e
8)6.4
88S.(
^^I^Bb
40.7
81.4
128.1
108,8
203.5
814.8
984.9
^HHHF
40.«
81.2
121.8
168.4
203.0
9436
M.3
8M,«
^n
-w
40.6
81.0
181,5
168.0
808.6
M3.0
888.6
881,0
4M
40.4
80.8
181. 8
161.6
aos.D
943.4
881.8
8».l
406
40.8
HO e
1S0.9
161.8
801.5
841.8
948.1
89.4
K 403
40.2
80.4
130.0
16(1.8
801.0
811 3
SKI. 4
aet.(
■|«>1
40.1
80.8
120.3
HM.4
aoo.5
840.0
!»l).7
3a>,8
40.0
80-0
130.0
IflO.O
800.0
■,?iii ti
■*Sil il 1 ^l-ii'l {1 1
^JLij^
.as
1107
11V.4
15».«
IM.S
19U.5
lOff.O
".'
^^^^^^H^^H
■■itatt-i
158.8
«».n\ ■•. .
... . „
^^^^^^^^^^1
^^^■M
158.4
\mM , 'iv, ii
iV. .i. *V>J^<J
1^^
■V^
t4»ft
197,5 «M .«
•€X>A' ■ttV>j
1
1
^^
1
■
IH^HH
lOGABITHMS OP NTJHBEB8,
111
w
[No. 119 L. 078.
ii • ( •_ '
«
6
7
S
•
Dlff.
1787
2l8i i 2576 1 2860 ,'
33ti3 3755
7OT6 TIKM
4)4«
8053
4W0
ma
40SS
etiito
3D8
3U0
0380 07(M$ 11
1J53 ' 3538
iiei
fiTW
»5n3
saoa
Ulti
9912
888
1^
99M
sm
4330 4»13 -*90« S37«
aas
1
08»
4ues
7815
m
878
873
1R29 aeo*-! II
5.VS0 .WM
2588 2888
OSiX 6690
&333
7071
7448
w
(m<o yoon PI
Kvn oior
0778
44f)l
am
1145
4«I0
W57
1M4
5188
8819
870
BSD
ail?
2!IH5 1 3353 // 3718 (
tmo 1 rtxM // raos
4086
rrsi
866
868
Pbopobtiowai, FAaTS.
long
. 108.9 J ,^
jyr.o
39i5.t>
JIM-O
jgs.o
ii>i-^
lal ^
190.0
18T--'*
187.0
JS4J.O
1-1
1P2 °
.o
t
182
tOOABITHMS OF NUMBBRg.
1
No. laO L. 079.]
IN... la^
N.
0
1
B
S 1 4
6
«
7
8
J
H
9*04 ! -'^
"^JOaW 08!6
3503 : 8801 , 4319
■
^H
UO
07V1B1
vua
09W 1 1W7
457S , 4931
1707 j 20e7 ' iMSf
5391 5(M7 1 aOOi
I^H
1
OHZTSr.
1 3144
^H
ft
0716 7071 1 7*« 1 77S1
OaW OUIl I OIKB 1315
8130
8490
8845 1 91UH ^ HSA3
V
S vviv
1067
*)18
3370 1 2721 3071
^
4 <Kmvb!
3773 •1123 ' 4471 4.Sai
5161)
5.-318
.')Hll(l
6315
KM
^H
S ivoiii
7857 7U4H TMOt »aM
8(H4
SSHJO 1 HICB
UUHl
C
iim^
H^^l
KKxiir
0716 1 1050 1403 1747
, 3091
iWH
3777 < 3110
sSa
^^1
7
saw
4146 \ 4IH7 , 4»m 5109
6510
.tW.1
0191 0.531 68rt
P^^^l
8
nil)
1 7!MU ' 7M88 8327
8540
! 8U03
9341
9579 9910
1 ^H
1.^59
i^l
» uma
0930 ^ 1303 1599
1934
i 8370
3605
2M0 ;a75 , 30IB
^^H
m , 3MS
4377 4011 4944
sns
Mil
6B43
6270
6608 0»tO
^1
1 7371
7003 1 7aM 8385
8595
1 9998
mJi
9iH0
lH>in '
VtfiO
3535
^H
8 ' 130574
0903 1281 vm
1888
' aaifl
2S44
3871
8198
^1
S 3H5S
4178
4.V4 4K)0
sirifl
64S1
5800
6131
6466
67H1
.^H
i 7105
7439
7753 807U
SJ9B
6733
9045
0368
9000
— «,
^^^^1
. 33
1
1
oai«i
^^H
PnoPOBTloNiL Pabtb.
5
Dur.
1
' 1 »
4
e
e
7
'i
■
:«B
as.B
71. 0
100. S .' 143.0
177.5
213.0
SiS.O
2M.0
!^H
3&J
a'i.4
70.8
lUO.S
Hl.U
177.0
213.4
247.8
383.S
I^^H
JKKi
85. S
70.0
105.0
141.3
17B.6
211.8
SIT.I
283.4
I^^H
353
35.2
70.4
1».0
110.8
178.0
311. S ' 246.4
S81.«
■^Hr
851
3,^.1
TO 3
105.3
MO. 4
175.5
210. B 216.7
380.8
1
850
35.0
TOO
105.0
uo.u
175. U
210.0 245.0
380.0
all)
».9
na.8
104.7
KIB.O
174.5
208.4 214.3
2t»,4
SIH
ai.g
09.0
101.4
139.8
174.0
206.8
213.6
8^,4
!H"
34.7
09.4
104.1 13S.H 1
17:^.5
209.8
dlS.9
zrr.e
»ia
34.0
09.2
103.8
138.4
178.0
207.0
242.3
27S.B
^^Hii
»in
34.8
09.0
103.6
1.38.0
11^.5
307.0
211.9
276.0
^Hii
m
84.4
B8.8
108.8
137.6
172.0
206.4
210.8
2;s.i
^^^H^
943
».3
OB.S
103,9
187.8
171.fi
305,8
240.1
874.4
9i
ai3
S1.8
U8.4
103.6
180.8
171.0
305,8
239 4
8!3.«
341
iM.l
88.2
103.3
130.4
170..'!
304.6
838. 7
«».•
j^^^H
.<uo
94.0
fW.O
HB.O
136.0
170.0
SIM.O
238.0
273.0
^^^^1
339
33.B
07.8
101.7
1.35.0
169.5
203.4
337.3
271 .»
^^H
33S
Si.^
07,0
101.4
iJK.a
IGB.O
208.8
236.6
2J0.4
^^^1
33-
33.7
07,4
101.1
134.8
368.5
208.2
835.0
289.0
l^^^l
33B
33.0
07.3
lOO.B
134.4
168.0
301. S
835.8
268.8
i^H
38S
33.a
or.o
100.5
1340
167.6
301.0
2»1.B
8S8,«
I^^H
334
83.4
06.8
100.2 13!). 6
l(i7.0
300,4
238.8
2ll7.a
I^^H
333
83.3
66.0
99.9 , l.tJ 3
10U.6
199,8
233.1
280.4
l^^p
388
33.8
66.4
93,0 l.tJ.8
16U.0
199,8
292.4
3IB.6
g^K
SSI
83.1
60.2
9!>.8 133.4
1B5.6
IBfl.B
231. 7
2IH.8
^^B
330
83.0
06.0
99.0 , las.o
lO.'iO
ItW.O
231,0
am.o
^^■J
329
aa.»
65. R
9H.7 181.0
161.5
197.4
2.30 9
aCB.!
^^^■j
&5.tf / m.4 1 131.2
IM 0
Ulfi.S
239.8
mX\
^^^1
<IS.4 / as. I I30.B
ni3,n
iwi.a\ '«».ft\ wv*^
^^^1
^ f^-"
(!B.S / 1)7.8 I 180.4
itsa.o
1 AWi.6\ «».-i\ -iffi* m
\ i«..o\ 'Mrt.^\ •»«» I
B.C / ffr.5 130.0
162. &
'•s / 97.8 lan.c
itti.o
•» / Wi.9 3311.8
^ / 00.6 / 138.8
lfVl.5
let.c
1 \ itt\.a\ 'MSiAX «
WQAHITUM^
OP SUMBBRfl, 183
1^ '
[Ko. 149 L. 176.
lfMM«
4
ft
•
7
8
B
Diff,
4 momi vxta
1619
1938
■mo
asHo aiwo ' aais
321
ma
j8 , 4]n- 1 Mae
4«l4
5ia3
5J51 57(50 (Kwe I ftW8
318
m
p i sai 1 Turi
7987
83U3
mn 8KU 9^9 , am
310
3M
■
LUBM I 0822
1136
1*»
ina 3070 3388 : 270S
lli
3951
TseT
0-440
45T4
7870
488S < 5190 5507
5H18
8911
311
XXi
807
T0fj8
7988
1
IS94 8008
0143
OTM
loos
•170 1 1878
ISM
) c»
i sm
3305
3.^*0
»4I5
41S0
44«
47S8
SOW
fte
i IH
D 8IM8
e»to
6;>4«
6853
rio-i
7457
7759
8001
903
1 w
1 BOOS
OiOB
»5«37
MM
" isr
J 1M7
9W(n
25*>4
««»
0168
31(lt
MM 1 07Ue
9«a .3758
ivm
-KKO
801
809
«»
) 4SM7
S344
fSS41
6838
Om 0430 «?A)
70!il
8B7
[_?»!» 1 im
saoa
8437
871B
iweo
9380 , tW7J
99tI8
SOS
803
0SS5 0648
1141
14-S4
irae | m^
8311
•M)3 3805
M8 ma
■wmo
43£>1
HM
4933
S<££2
C018
6803
8!»1
^V PboPOR'TIO
IfAI. PaBTS.
<
8
4
5
6
1
S
»
~ST
OA 51
138.4
190.5
liia.B ! aM.7
35«,8
388.8
X.O 80 O
rss.o
160.0
193.0 , SSM.O
aae.o
288,0
(J.g 95 7
1527. 0
15d.fi
191.4
883.8
SSS.8
387.1
04 9S 1
127-2
158.0
1»).8
sss.a
251,4
280.2
12«.S
Iflg.S
190. a
»!.9
258.0
285.3
tt.8 M.8
O.O 94. B
• « M.«
«.< 93. e
1.4 9S.O
iao.4
laa.o
im.a
221.8
sse.e
284.4
ise.o
'51-8
180.0
SM.S
252,0
283.6
13S.6
167.0
1)118.4
219.8
251,8
288.6
isn.a
ie6.5
1W.8
210.1
280.4
381,7
134.8
IfiO.O
187.8
218.4
249,6
2S0.8
!•
«
.4
.i
i
flS.S
w.r
if S
13M.4
ite.B
180.6
217.7
248.8
279,9
1S4.0
irio.o
18U.0
217.0
248.0
279,0
1S3.6
154.5
185.4
210.3
247,8
278.1
1S3 2
l&I.O
IW.8
215.0
21fl,4 277.2
liBJ-8
153.5
18-1.2
214.9
245 6
270.3
122.4
16^3.0
18:4. ti
214.8
244.8
275,4 1
1-1 vr.
t.-a.*
188.0
218.5
24-1.0
274 n
isa.o
188.4
218.8
243.8
273. «
1CI.6
181.8
212,1
242.4
272,7
.4
161.0
181.3
811.4
241.0
271.8
1S0.6
180.6 sio.r
240.8
aro.B
Lt
IBO.O
180.0 1 210.0
240.0
270.0
!;8
1-19.9
]7».4
909,8
239.8
2C9. 1
1-19.0
178.8
308,8
2S8.4
268,2
•.6
HH.fi
Iffl.S
207.9 i 287.0 1
907,8
1.4
1-18.0
177.6 207.8 28B.8
200.4
1.0
M7.5
1-17.0
HT.O 206.6 I 28(1.0
178.4 206.8 1 385.8
aVB.G
204,6
i
i.a
146.5
175.8
206.1
281.4
908,7
1
i.ft
1.4
14H.0
176.8
*V4.4
283.0
862.8
1
145.5
174.6
203.7
282.8
201,0
1
.*
146.0
174.0 l-oaO 282,0 \
au »» \ 1
.0
144 6
.s
ii
Jf/
17-5.8
tU 4 I
1*4.0
149 B
143.0
ITX.H 1 yi)i.«^
179,8 1 8nO.M
'71.0 i ;MoJ|
■
■
|^E~
__^
^^H
■
lU
LOOARITSHS 07 KUUBBBSL
No. 150 L. 176.]
[Mo.
N.
ireofli
8877
0381 i 6«70
9364 I &5&3
liJlfM4
4001
7531
21S9 { i^llS
4975 I 5258
780) I 8084
190832
3126
MOO
86S7
2U]8a7
4iao
seis
212188
4844
7484
mom
271(1
530»
7887
33
0613
3403
«178
IBTIJ
4391
9788
2454
6100
7747
03WI
2978
G668
3881
6453
9306
liMS
4603
786a
0061
2720
sara
8010
0(»1
3336
68ae
MOO
«(B» 7348
0839 I
oiai
2700 I 886S
e&U 5825
8300 8647
1171 I 1451
3959 i 4837
mn I 7006
M81 97S5
221ti »I88
4934 S304
7634 79M
0819
2966
8S73
0586
S2S2
5908
6698
08te ' 1158
3496 375S
6084 6342
g657 8913
7530
(M18
3270
6108
T8SS
0690
8556
«301
9209
8113
09MJ
3«f»
C<JT4
&4ilO
1730
4514
7S81
0029
2761
20IU
47»a
7550
2289
fiOOO
7832
0808
6746
8173 »441
0577
saoft
6016
8710
(1853 ' 1181
a-jlH ■ 37H8
moa I 0430
8798 I 0060
J414 IfiTD
4015
SSOO
9170
4274
08S8
0426
1!»8
1936
4538
7115
»I01
1272
4123
tiuse
9T71
2567
5340
8107
0860
8677
SBTV
2196
47B2
7879
IrtM
43)4
UU57
9585
Pkopobtiokal Pakts.
Diff.
1
S
8
4
5
6
r
!
285
28. 5
r.7.0
85.5
114.0
142.5
171.0
109.S
S»
28. 4
56.8
85.2
118.6
142.0
170.4
198.8
883
28.3
56.6
84.9
113.2
141.5
169.8
1S8.1
sas
28.2
56.4
84.6
112.8
141.0
lflB.2
197.4
SHI
28. 1
56.2
84.3
112 4
140.5
108.6
196.7
HHO
28.0
56.0
84.0
112,0
140.0
108.0
1960
270
27.0
55.8
83.7
111.6
136.6
167.4
195.8
878
27.8
55.6
83.4
111 .2
180.0
106.8
194.6
277
27.7
5S.4
83.1
110.8
138.5
106.2
193.9
276
27.6
56.2
88.8
110.4
138.0-
105.6
193.2
_S7S
27.5
SS.O
82.5
110.0
137.5
106.0
192.5
■M
87.4
64.8
82.2
100.0
137.0
104.4
101.8
WEi
a7.8
51.6
81. H
109,2
m.6
lOS.S
191.1
mm
»7.8
54.4
81.6
108.8
130.0
16S.S
190.4
«71
27.1
54.8
81.3
108.4
135.5
168.6
188.7
870
87.0
64.0
81.0
loe.o
185.0
168.0
189.0
5X»
80.9
53.8
80.7
107-6
m.6
161.4
188.3
268
28. H
53,6
80.4
IW.S
L'M.O
100.8
187,6
2«7
26,7
63,4
80.1
lOft.B
133.5
lOO.S
186.9
SM6
8G.0
58.2
79.8
106.4
133.0
159.6
188.8
3166
36.5
58.0
79.6
tOtiO
182.6
169.0
18B6
SM
»1.4
58.8
70.8
105. 0
132.0
16H.4
184.8
a»
80.8
69.0
78.9
lOB.a
181. B
157.8
184.1
S<12
26.2
5S.4
78,8
llM.8
131.0
157.S
18S.<
»ll
9B.1
68?
78,8
1IM 4
1H(»B
1566
I8I.7
»)0
2/! ■■
-.1 .>
78.0
IH! '1
.,,.. .-,
156.0
la.o
sso
■_'■
77.7
IR5.4
m.«
9CH ,
'S
77.4
1'
'
)S4.8
180.6
jHir '
y
rr.j
lU;;,,T
l^r^ .">
154 1
\ n^^
Vtf
Ten 1
102 4
188.0
Ita.ft
;i
^^_
UBhO
i UTiA
. ua.o
. ITi-S
*
V T,0GAniXHM3
OF NUMBERS.
187
a]
[No. saa L. aao.
1
1
s
4
6
6
7
8
•
ua.
suo
942
a044
SS^Itf
1
a4»7
8049 ' 3850
4061 4SS8
tm
«)»
««)
SUc,7
5857
MAS
Mm bUbli
*«a earn
SOI
(XW
ctwo
7000
7Ta«JO
7459
7059 TKia
«J08 (SB7
«w
seu
DCS
1K04
95«i3
9461
WiSO Wt'lS
~T^7
(XM7 0»«l
199
180
OMS OKI
1039
ll.tt I
in3» 1 1880
9(30
»ir
aot4
8213
SlOO
S(W6
8808
aOS» 41W1
107
4S«
4;S5
4UH1
BITS
58T4 1
6570
67(18
6£KB 1 0107
1<M
IIM9
0744
«»»»
T13S
7330
T52.'j
TTJO
71)15 1 8110
106
«C0
HM 8Nt^
0OB3
IfiTS
Mni
90118
1*00
IW
103
- OIRJ
0«42
OlS9( 06S9
](K23
121« ,
1410 1003
1790 im
■
sn
iS68 8761
goa4
8147
aictU 85,-U
in^ 3016
108
■
4901
44U8 4(j.sa
4878
G06tl
saw .Mas
awd r*<»\
11«
n
W17
IM08 ''^-'ifHI
f.rtx)
61M1
nja Taua
76M 1 7744
1»1
8U»
asit
ttoCXJ
oo«a
HCMl
«>7d w
0434 1 9ftl(i
iscu isao
IW
189
d
0^1
(leis 1
(M04
OJtB
UU72 1 11
1017 ' ?I06
22f»4
S4*%J
31571
SB59 3018
sse »49t
IH8
m
SSrS 5H62
7M2 rrag
41715
4303
4551
4738
4i««
5113 6301
188
^
a>i9
7U15
U778
6ii.S6
042S
6010
6iW
0083 7180
187
81 Ol
9958
^1
S473
R6fiO
8845 { 0080
18C
WOl SS87 1
0148
oaas
0613
Om« («H8
186
law )«7 1 jaa* ;
ieK«
]»»]
U75
iton
na^u -JTX
184
8647
8831
401S 4198
*SXa 4»»
1»4
i-JSi
era)
F
SI 15 &H»8
«t)l 8IM3
04H1
rsoo
91 i»*
74«8
9900
7870
M87
9608
B084 82J6
8649 1
1 OOW
IMS
18d
181
Pkofobtjo
ITAI. FJ^BTS.
' 1 °
4
SO. 8
SO 2
T9-0
79.%
•78. 8
78.4
T8-0
7T-0
TT-»
TO.»
TO. 4
T6.0
75 g
5
6
7
8
9
—
101,0
121.3
141.4
161.0
161.B
10.* ao.6
100.5
13(J0
140 7
100.8
180.0
0.3 00.3
lOO.O
13U 0
140.0
ItiO.O
180.0
"0 80. 0
99.3
119.4
i:«t.»
ISU.S
1T9.1
M 69.7
90.0
118.8
138 0
158.4
178.3
.« 59.4
98.5
11H.2
W7.9
!57.tl
177.3
.■« 89.1
98.0
IIT.O
isT.a
1M.9
17S.4
I.S S8.S
97.5
117.0
lJiO.5 1.56.0
175.6
|.0 68.5
•8 fiti.3
07.0
96,5
llti.4
13S,8
135.1
156.9
164.4
174.«
ITfl.T
.6
87.9
fW.O
115,2
l»i.4
1!58.8
ITS. 8
,{
^
67. e
67 3
a'-j.B
U5.0
114. B
114.0
ina.7
13.S.0
158.8
153.0
in. 9
171,0
,0
67.'0
firt T
04. B
118.4
l.^.S
IBl .i
170.1
S
M.O
113.8
131,6
150.4
itjy.a
g
2S-I Z-7S
8S.S
112.3
130.9
149.6
168.8
1
'/If U:S
ss.si
VIM
' m.o
130.3
11,1). B
148.6
148.0
B2.0I
m.4 138.8
147 -S
>\ 165.6 \
91.5 1
ms 138.1
14«.-
I \ \fA.'i \
' *< -* / T3 S
9i.O '
1W.8 / 187,4
145
9\l«a.B\
«*-* / tW-^ /
90. B !
90.0 I
m.a 186.7 1 m.
8\ 102,9
/«?.0 m.o 144
107.4 j 125.8 \ I4a
0 \ HVi.O
i
138 LOOABITHMS
OF jr UMBERS,
1
1
NO.340L..380.J
[No.W
H.
0
1
8
S
t
fi
0
7
8
»
340
880311
0392
0573
07,54
09»t
1 1115
1296
1476 1656 ' ISJ
1
2017
2.97
2377
2557
HTJir
m7
3097
3877
StW 869
S
3815
3995
4174
4353
45S3
4712
48U1
SOTO
5iM9 E4a
3
5006
57S5
6904
6143 6.^21
9499
0677 : 6856
7031 TSli
4
Tsao
7568
7740
7!te4
8101
8270
»lo6 8634
8811 898
5
S166
9W3
95^
W98
9875
0051
1817
msH (uos 1 (ifiHS ffls
6
IsOflBs"
ins 1388
1464
1641
1993 2169 ' L"^= •?-•>
7
aU97
S873
8M8
3!Si4
3100
3575
3751 S9SJ«
8
4452
4637
4803
4977
5152
6328
eSOl 5676 ,
9
6199
0374
6548
6722
6896
7071
7^5
7419
fi^^
IIV
SSO
TWO
fil-!4
8287
»I61
86ai
esse
8981
91&4
9828
9B0
1
fl074 1 l»4T 1
OOSO ' '^i*^^
0365
0538
0711
0888
90O5
1056
15
2
401401
1573
1745
1917-
Sim
aan
24331
877?
3
3121
S3St2
»1(14
3035
,3807
3SIC8
4149
4820
4492
4««
4
4834
ma
5178
531«
5517
E6H8
6858
6089
6199
6»
B
6540
6710
6881 1 7051
7221
73H1
7B61
7781
7901
807
6
8240
MIO
8579
8743.
8itia
!««•
9257
M28
9596
BN
7
rm-Hi I
0371
0440
060II
0777
0946
1114
2796
1S83
2964
"us
au
8
411620 1 1788
1956
21S4
2203
2461
g
3300 1 3467
3(i35
3803
3970
4137
4306
4472
463B
«
S60
4973
6140
5.307
5474
5041
5808
B974
6141
6808
SIT
1
6941
ffl«7
6078
7139
7306
7478
9fe9
7688
7804
7970
8U
3
8901
8407
8fi33
8798
8964
9296
9460
9025
9J9
3
Qftse
0131
1768
0286
A1C1
061(1
SS61
0781
2)96
0945
1110 ' 1275
2754 S918
la
308
4
43i(m
1933 sm
25no
S
3iM6
;wio
8574 3787
8801
4065
4^«
4302 4555
471
6
488!e
5«>19
6308 8371
Beai
1 56W
•WW
6023 : 6186
6»
7
8511
0fi74
6836 QUOO
7161
733-1
7.186
T(M8
7811
m
8
8135
eat7
81S0 8081
8783
«M4
9106
9268
9ias
9BB
fi
97^3
43
9914
0075 0iS6 i 0398
; o&.'>9
0730 1 0681
1043
120
PaopoBTioirAii Pisn. ^B
D!ff
1
a
S
4
B
8
7
^
na
17.8
~85ir
53.4
71.3
69.0
"IobTs"
124.6
142.<
m
17.7
35.4
5.1.1
m.n
88.3
100.2
138.0
141, (
178
17.0
S5.2
62.8
70.4
88.0
105.6
123.2
140.*
ira
17.5
35.0
53.5
70.0
Bf.O
105.0
1;S.5
140.(
374
17.4
84.8
52.2
69.B
87.0
104.4
121.8
laoi
■'
ITU
17.8
84.e
61.0
C9.3
8I1.S
103.8
ISI.l
IBX
«
m
17.8
»t.4
ei.6
68.8
80.0
103. S
130.4
LTT.
in
17.1
M.a
51.3
68.4
85.B
102.0
11U.7
1S6.(
170
17.0
31.0
M.O
BH.O
85.0
102.0
JIO.O
ja6.«
109
16.9
33.S
B0.7
67.6
RJ.S
501.4
118.8
I85.<
168
in.8
S»6
50.4
07.8
w.o
100.8
117.8
m.i
167
10,7
3S.4
50.1
66.8
83.3
100. a
116 0
i«».
l(td
18. «
3S.S
40.8
66.4
RS.O
99.6
iis.a
188.1
^^k,
<flX
10.5
SfJ.O
4ft, 3
00.0
K35
99.0
115. S
182.'
Hf lO't 1
ma
41> i!
ftV.O
K2.0
S8.4
1)4.8
181.!
H •«» 1
65.8
81.5 \ OT.ft
■l\\.\
190.
■ S 04 8 1
81.0 \ vr.a\ iv4.*\ tia
fso.a I «>6\ ■vw.TN ■««
■
61 4 1
■
■
■
■
■" '^ •
-»--
^^^ LOGAniTHMS OP N
TTSfBRna
idd 1
BO L. 431.]
[Ko. S90 L. 470. 1
0
1
8
s
*
s
«
»
8
•
Via.
431304
1525
-
1685 1946
flO07
8107
S!%!8 SMH8
3619
£809
161
»60
8130
8290 8*30
3610
8770
39:10 4000
4^0
4409
160
4tS<»
4730
4888 5048
5307
fc3«7
65a<j 5685
WM4
6001
160
0168
6322
IVIKI
tiiMa
6799
6957
7118 ' 7275
7438
7503
159
7731
7U09
8067
fsasx
SW4
8512
8701
8859
B017
SlIU
158
8S33
»401
9648
S806
9at>4
^■ce
1066
ISM
lasi
isas
012S
1605
18SS
0437
snno
0504
2106
OTM
158 •
1S7
^^^Bn
atssj
«V8
S9G0
8106
ffllS
3419
8570
«m
8880
157
^^^VvB
4301
4867
4518
4669
4825
41181
6187
5!»3 : 5449 1
156
6604
5700
G915
6071
ttSM
6382
6537
6603
e»18
7003
1S6
71 S8
7313
7468
7038
77T8
7033
8068
8849
8397
85.'<3
155
H7t>6
iM61 9015
9170
tism
»4»
0633
H^W?
ftHl
, OOSK
1683
154
154
4Xei49
0403
0557
0711
oe(u
1018
1173 18S6
1479
1780
1040
8003
2iM7
JMOO
a.'i.'a
3706 i3850
3013 31BS
158
8318
8471
SOiM
3777
H'W
4i)S2
4aB 4S87
4540 4093
153
4845 <iU97
SLW
5302
54.'V4
6WW
67r>« 5910
tma 6314
153
catsa
6518
etiTO
mil
6U7;i
7iai-i
7376 7438
75:r9 1 7731
153
1882
Dsad
8(H3
9wa
6184
8.336
S845
8487
9i«5
8638
8780 8940
0U91
am
151
0M6
1G40
0296 0447
1799 1 1948
Oocrr
iJOIB
0748
1 2!48,
151
4KH96
lOiS
1198
1318
1409
1 8888
254B
2697
S817
2997
3140
8290 3145
85M
37«
150
4048
4191
4340
441M)
4639
47S8 4936
MKS
saw
119
^B^
5538
G680
5889
SU77
1 ui;!0
0374 1 6423
U'.71 B71U
119
^Bb8
TOia
7164
7S13
74W
1 7mB 1 7756 1 ?.KH
8052 «9KI
148
^Si7
Mas
9969
B6ia
6790
8938
9065
9383
33H0
9527 li«75
1
H«
0116
oecs
Olio
((557
0704
0851
nm \ 314,1
147
4T12W3
14-38
l.'>85
1732
187S
a>i5
2171
33IH
24<>4
afiio
m
a7o6
2903
3t>49
3195
SiU
34H7
3633
3r;i)
3!J-J5
■Miri
llli
4216
4»19
Vf^
■H153
4799
4n-l4
5090
5335
BlNl
M26
1411
1 son
5616
m&
6107
oas-j
0397
6548 G6H7
6833
6U7U
115
Pkoportional. Parts,
Ht. i 1
S
3
4
5
6
1
8
9
W 16. 1
sa.z
48.3
64.4
80.5
96.6
US. 7
138.8
144.9
MSO 16.0
aa.o
48.0
64 0
80.0
96.0
112,0
138.0
144.0
n 15. u
81.8
47.7
69.0
79.5
95.4
111.3
127.2
14.S.1
m 1 ir>.8
81.6
47.4
63.2
79.0
»1.8
UO.fl
li!f,.4
113.2
Ki? i 15.7
31.4
47.1
63.8
78. 5
94.3
I0».9
I«>.6
141.3
llSS 15. 0 1 81.3
4fl.8
62.4
78.0
93.0
109.2
iai.8
140.4
IW U.5
31.0
4G.S
62.0
77.5
93.0
ioe.6
lai.o
lati.s
■Si ^^-^
S0.8
46.3
61.0
77.0
93.4
107. B
iJEi.a
13K.B
mm 16 .<
80.6
45.9
61 3
78.5
91.8
107.1
«a.i
i;r.7
m iB-s
to. 4
45.6
GO. 8
7B.0
91.3
106.4
121 ,6
186.H ,
■n i&.i
SO.-i
45.8
00.4
75. B
90.6
105.7
130.8
135.9
BSR '!S'<I
30.0
45.0
flO.O
75.0
90.0
505.0
130.0
135.0
■11 ^*-^
K).8
41.7
59. 6
74.5
8!I4
1W.3
nn.a
194.1
■ w lie
29.6
44.4
EOS
T-I.O
SR.8
1(H.6
11K.4
\1«\.2\
■ ^ "'
SO. J y 4J.1 / B8.8 / 13.5
«8.a 103,9 117 .«
\ \^i.%\
W^J/'Ji ^^ *** / ^-* / fs.w
r 87.6 KB. 3 116.t
i\\%\\
87.0 101.5 \ lift.
Wi.4 KKt.8 \ 115
a\ va».«
Km'// ^-^ / «
85.8 100.1 114
85.3 99.4 \ lis
84.6 «4.7\ lis
4\ 19»,
.6 \ V«
I^^^^E^ ■
o4.0
1 9«.0 \ IV
^^^^1
^^m
140 lOfiAKITHMS
OF NUMBEnS,
n
No. 800 L. 477.]
[Mo.8S»L.|
N.
0
1
s
1
4
S
«
I
•IH
457141 7ai6
7411 TTtVj
7700
7H»4
78B9
8133 1 Sir™ wa; i 1
1
a
8580 8711
8HS6
8UUU
014.S
ft»7
9431
a675 ' 971U 9Ma 1 1
4110007 OlAl
0984
0488
oasi
0726
OMK
VSit 1158 . laUB 1 1
8
144a lfiH6
17»
1KB
3)18
S158
<8lie IM45 258S
SKUI
4
8874 1 IlilO
si.ia
aau
.3445
»5H7 8780 3873 4i>l.'i
4IIV7
0
wa A.m
45Hli
47117
4tllJH
0011
61S8 5yy& 6487
saw ,
6
S7ii fiMia
(MjUTt
0147
eaw
0480
6E>» 8714 6WiS
coo; 1
1
7188 »H0
7431
7608
rro4
7H15
7WI8 81^ 9Sm
H410 i
8
8B51 aiua
MMS
8074
9114
JMSS
98B6 8537 0677
9818 \
1
9
0996
OOM
IIKS
1512
03M0
17R3
0S2O
inas
0681
SW68
0801 0641 1U61
SWl 2341 S481
1S3S
2081 !
'
810
4B1M8
1
wa
WOO
ao40
917»
8:«0
84G8
8507 8787
«K7«
40»
it
41SS
4aM
4483
457a
JTll
4S60
«m
eii»
fast
M08
8
8644
fiOHS
SK!3
filKiO
(Xt9»
8888
«aTB
8515
«fl53
«TS1
4
6aao
7UH
TSOC
WH
7488
nsi
7750
7SU7
8086
817a
9
8B11
8441i
tViHfl
8734
mm
B88«
9137
(M7S
»41«
96W
s
9667
0834
OllflU
1-tro
0388
10(17
0874
1744
fUMI 1 niua
0785
S154
ooae
S291
7
SOlOfffl
111)6
m-B
IHHO
8017
H
«*J7
STitM
2TlW
2H37
S!»78
3100
8946
8wa
auK
8655
U
8791
Stf-T
-KW3
41lffl
4:«i5
, 4471
4807
4748
4fCl*
5014
330
S150
6386
6431
5557
6093
m&
em
8009
CS34
8370 '
1
eas
WHO
(STTB
6911
7ftl0
7181
7310
7451
TTiW
7721
tr
7H60
n«i
flli»
raJ)
KUB
H.'iao
8054
WW
Hn4
9068
g
Dm08
BCJ37
!M71
iMXNl
51740
»74
4
OOOO
1849
0148
]4«J
0S77
1UI6
mil
1750
&10648
0879
*wia
0047
1081
ISIS
0
1888
SfflI7
2IA1
•iBM
u\%
8661
8fiK4
SMH
iMttl
3084
6
ssia
3831
3JK4
a<J17
8TB0
4016
414a
4^HS
4416
S741
7
4M6
4A81
4818
4IM«
R179
6811
6344
IMTB
SCO!)
«
11874
eoo6
ei39
8371
B4Ua
8&3S
6888
eoco
vm.
TOM ,
0
71»
7338
7400
ttm
77»4
18$6
7987
eii9
e^i
8S88
S30
X
8614
8840
S777
800»
9U0
917J
0303
M84
B668
0007 !
OOOO
l-HW
m.-j3
IWl
0484
17»S
0015
1S8S
0745
21153
(*7«
S1K3
2314
2
6S1138
ISCT
3
a444
r)75
2T*>r>
iK»
a«o
8090
nea
3S.W
34SG
aeio
4
9?4fl
3sr«
4()oa
41 ;«
4368
4800
4526
4658
47«5
4915
r>
EOIS
.M74
S.'Kll
M.'M
6063
S693
SN23
SOfil
omi
6310 .
6
oaaa
64Mt
li.-.l»8
C727
6850
898S
7114
T»IS
737^J
7501 .
7
7630
7T68
7K88
WI6
R14S
R274
M(8 1 «,->3l
WJGO
87H8
6017
ooto
0174
0802
11430
0.-350
eOH7 881S
a»43
aw j
issi i
580900
0338
0156
0584
071S
1 0840
oo(» 1008 1 vsm
Pbopobtio
■JAL PaBTS. 1
D!ff.
1
9
a I 4
fi
S
83.4
r 1 . J
J3» ■ 13.9 : 87.8
41,7
riTi.g 1
W.fi
(
(17.8
111.3 1
138
13. K
S7.B
41,4
55.8
60.0
83.8
BU.8
110.4 :
J37
18.7
«7.4
41.1
64.8
08.6
82.8
05.9
too. A 1
m
18. S
«7.a
40,8
64.4
es.o
81 6
05.8
1088 ;
jas
18.A
87. 0
40. B
frl.O
B7.6
fil.O
W.B
108. 0 ;
I / m 1 1S.4I X.8 1
40.8
63.6
67.0 \ «J.4 \ %\% \ \«j;,«l|
//» /js.s/ g6.« I m>.9
M.«
6«.5 \ TO.ft \ *i.\ \ Vft.vNj
/ "» / Ja.g S6.4 I 99 »
S3. 8
W.O \ 79 .« \ »i.\ \ \*aV
1 ,'Si /•'*'/ sii.2 \ an s 62 4
65.5 \ TO.ft \ 9^^ \ VA.\]
1^ NSSI ^'0 / «» 0 52.0
65.0 \ TO.ft \ ^\\ ^^
«-My,-^\yA^^
5ttU0I
3181
40iS0
<Hr4
liil
3000
5UW3
7IU
8319
1700
- 40J1
1 6»41
I ?4!«
II «B!J»
0000
41-17
6ir,r
6TM
0140
1.<U0
va31
GUKl
mm
VUM
14-i9
ai,-iO
.1s;l7
7379
8554
U7y5
0776
1!M3
31M
4ata
&410
a>7a
t«08
06^3
2o:.8
32J0
4;i;u
0W7
TtU6
svea
wan
271)1)
5139
ttsao
7487
»m
8*13
0004
10U6
2U87
40T4
5257
W37
7(ill
8788
WIO
2174
Tttil
9007
1128
2291
!UM
4tt]0
5765
ffill7
UNKi
<Mlt!
0U34
iKir
m»
4I'.I-J
5=476
0:>SQ
8906
007tt
1J43
24(17
47ii;
81S1
WDM
(;:43
ijwa
ia;»
■Jiaa
81J5
sai4
*JU
■H-,11
64'J4
5«ri
wroi
67!ll
7WJ
7Ub7
0033
U14Q
oats
21T4
xm
4.MH
f.7au
0909
aotu
B257
93 I (I'VHI ; Ol-jll
-.11 1 1 l-.l , t -,-1
oiaa
1 i-'i
KWO
7317
Hit
no
Hi)
119
llH
iia
117
117
117
118
lie
HS
115
115
114
Fbc^obtional Fa£T8.
140
liOGARITHMS OF NTTMBT5R3,
No. 800 L. •i!7.]
[No. auu
300 477121
1
s
8
4
fi
fi
7
8
0
S10
1
3
4
0
8506
48(K»7
1448
1SH74
4SIU
6721
71)B
8S51
8068
8711
7411
8t4'j5
481303
rm
41.^5
i»44
6030
8311
1)687
soinss
8427
37M
B350
6505
0306
D10S46
18KH
3218
4648
6874
Tisa
9838
omi
irm
aiiir
4443
Tan
oow
1503
2000
4i94
5I»«1
vm
8448
1196
39-J7
5286
flillO
7.191
a337
air?
SM51
4t»l
0006
7388
86M
9969
8
&sii;b
3
2144
4
8740
5
5<M5
8
oaao
7
mo
8
8017
D
fisoaoo
ismi
S&T5
swo
r.i74
7759
flO'15
(ran
i'i»
aian
■iaK>
UOtiCi
7481
093U
1643
aoio
4i.s;{
5.ta
7900
8S8II
9903
1853
2700
4003
6431
0770
Hl^
3471
0^3
SlBl
:i4S4
4H13
0139
7400
87(7
0090
14*10
2705
4000
5304
(xm
7888
6174
Taw
04.^
1H72
ma
47W
0J47
75M
8074
7700
1)143
03»J0
]7sa
3179
457d
amio
TH-H
87^4
1470
41!«»
5557
Oiill
littGO
9UW
OSM-
■tsa
4iM6
esTi
7»89
8009
oeai
1530
!»3S
4130
M34
6737
Sow
fittfe
0338 01^ I 0581
0«j8
31ia
:U45
4808
6280
7704
0114
7S14
9a87
71189
8133
9431 9575
8278
9719
0530
11«3
3310
4711
0O99
7488
0R2&
siae
aa87
(XMl
6480
T845
ffcjai
1(5117
sura
4335
5t$I3
7040
9740
1081
2418
3750
GOTB
6408
7794
9040
0353
1681
am
4206
6563
ma
8I4S
9430
0718
0661
sons
8458
48G0
6S38
7B81
8090
0374
1744
3t0»
4471
5808
71ftl
8530
9fi74
1215
2f)51
8883
ten
785B
M71
OHOlt
ma
tut
0306
I01«
ten
fiSM
on4
6187
1)537
Jl»«
£S88
401S
MS7
68S6
f&m
9677
Sto ' '
9MB
0801
3»1
8&»7
4988
6S7S
TTBB
9137
0941
S311
8787
U88
6516
T8G7
1081
S481
SBKI
eon
te» MIS
0511
1880
3946
4607
5064
7319
HUM
0648 OTW
0000
1S49
8084
4016
63U
60M
7987
0484
iTce
80M
4306
fiona
69H5
8S74
0550
Mlfi
ion
3990
4520
5«S
7114
oeb7
8017
tern
4743
COW
7451
87l« I 14184
8154
8618
4iff8
tfilU
7586
0143
1482
E816
414«
64TB
6800
HIO
0494
0746
aa'>6
4656
51151
7S4a
8531
0H19
ost:
1616
MSI
B«n>
ma
eesi
9G46
"(K7«
eiKi
3JHC
47Sr.
on«i
0943
0840
09B8 I
1000 18SB
eOM
3(!ie
491S
raiu
-,'M
uon
PaopOBTioNAL Pasts.
69.6
69.0
68 B
68.0
67.6
67.0
66.6
•0.0
85.6
f&A
97.8
83.8
90.6
8a.s
«6.«
81.6
1)6.t
81.0
M.6
8(1.4
93.8
79.B
93.1
79.«
92.4
TR.*
♦17
I]
iii-t <1
110.4 I
I0(t « '
1*0*
'Si I
|06.«\
»<9"
^^^H^ .
■
^^^^^1
■ft L0QAB1T1IM3 OV J^UHBKKS ^^^^1
No. 480 L. 688.]
[No. 4«B^
N
0
1
e
t 1 4
5
• I 7
8
1^
■100
e82TM 2832 2947
3041 31.35
as30
S3»i S118 3512 aoor
1
3701 1 3705 3H89
8983 4078
ilTH
4266 4300 44M 4548
8
4Wi
4736 48*)
4te» 5018
5112
saoe , 5399 6393 5ttT
S
5581
.W7.5 r>709
.waa .5!Kfl
0050
0143 ' 6237 6331 64*1
4
«r.i8
0(512
07a5
8799
ti8U2
6986
7079
7173 7266 ' 7360 /
5
7453
7546
7W0
7733
7820
7930
8013
8106 6199
as9s
«
83W
in;v
8578
8UI»
875D
8852
8945
9038 SlSl
BiH
T
9817
n\(i
9503
9590
s«He
9TH2
9875
9967
OOfiO
019S
1080
8
STOMO 1 earn
0181
OBM
0017
ano
oaat
ni«n 0988
B 117S i lice
isse
14U
1643
nm
ina
1881 I91S
2006
ITO 1 9098 SIOO
2383
2375
ai07
25fl0
2653
Sr:U 2836
3»»
1 ' 3021 3113
3205
&W7
3390 1 34S2
3574
3800 3758
S80O
3
SMi iau
4120
4218
4310 1 4402
44IM
4380 4677
47W
8
4801 4853
50(5
5137
5228
Ki-X
5112
5503 5595
5687
4
577S r>S70
5302
(1053
B145
6230
C328
0119
6511
ma
B
WW i 67»5
8876
69fl8
7lfi9
nsi
7242 ! 7333
7421
7316
e
70O7
7608
7789
7881
7972
finns
81M «iJ5
8336
6427
7
8B18
8609
8700
8791
8882
8978
9004 9155
flS46
g«r
B
y4S»
9fil9
9810
U700
ICTl
1 9882
y«j"3 '
i ntm-A ' ntRi
use
U51
9
080330
i>i;»
0517
0007
«KIH
( 0^9
0879
0970
lUOO
480
1311
1332
1422
1513
1603
1693
1784
1874
ISKH I afis 1
1
2145
2235
232G
2116
250S
saw
3C88
8777
2n;
»
9017
3137
3i27
3317
3.107
3407
3587
3677
sr.i
8
«H7
4037
4127
4217
4307
43!W
4488
4ST0
41V..
4
46tA
4935
fKk»
5111
5204 i 5204
5383
M73
Sii
ft
S743
6831
5021
mo
«1<.X1 , 0189
«9T9
owe
64-
6
eoas
0?Ji
0815
6904
«!)!M 1 rm
717S
75M1
7H'.!
7
7B29
7818
7707
7786
78H« 7975
8064 ! 8158
8dl2
8331
8
HSO
B90U
8398
81187
8770 88(15
8953 9042
9181
sen
9
&909
9396
»48«
9S75
9001 1 97B3
9841 9930
00i»
0906
woT
o««
490
esoi9B
026
0373
0462
05SO 1 0039
0788
0816
1
lOUl
1170
1268
1347
143!) 1524 1013
1700
1789
1«7
8
1905
S053
2143
2-a30
2318 1 2'iOO , 24M
2583
at7i
1739
8
aS47
2935
302.1
•1111 3:M 1 3287
3375 ! .wa
8551
at»
4
3727
3815
StKlil
39111 WT8 ,' 1100
42>1 , 4312
44W
4SI7
5
4im
4Ua3
J7SI
4WW 4!t.V. .'DM I
5131 J 6319
8807
asM
a
&ia2
sseii
5057
5744 ri832 .JKUI
01KI7
OOM
sise
88N
1
fl3«i
out
B531
(WIH CV06 , 6793
0880
89(18
7055
7HS
8
Tsai
7317
7401
7491 7578
TW)6
775«
78)9
f«B!U
ttiU
8
HKJO
8188
8275
6302 8449
8585
8622
0700
8790
tU8>i
PnopoftTioKAi. Parts.
1
DllT.
-1 '
9
4
5
8
7
m
m
9.8 1 19.8
99
4
8B.3
49.0
B8.8
68.0 n.4
9!
fl.7 19.4
29
1
88.8
48.5
68.2
67.0 77.«
se
9.9 19.S
28.
8
88.4
48.0
57.8
67.li n.8
fiS
0.5 19.0
28.
&
88.0
47.5
57.0
66.5 78.0
M
94 18.8
88.
2
87.»
47.0
B«.4
65.8
n.t
93
9.8 18 11
27.
9
87.2
40.6
55.8
(15.1
74-4
lU?
8.S IN. 4
37.
a
3(1.8
400
55.3
54.4
no
■g
9.1 i 1><.:J
27.
8
80 4
45.5
M.9
03.7
7S.8
Bv
9.0 tx 1)
37
0
3D 0
45.0
(M.O
03.0
n.o
1
x\.a
445
!«.* \ «a.% -v.* U
1
as 9
+4 0 * Ba.8 \ 6\.* "TO.V \
^^H^^gj
J 84.4
48.0 \ M.ft \ eo.» \ jgW
1
^^^^^■^
1
r
3ARITHMS OF NUJ(BBB&
145
F
[No. 644 I4. 796.
r
8
« 1 6
a
7
8
•
ihfl:.
ii
1
J
A
w
9281
9317 IMOl
9491
0678
0664 9T»1
\
91
0098 0184 1 (WTl 1 OSse
0444
OSai 1 0617
!7
twos 1050 naa ji«
isoe
lase i«8s
«1
ittss7 i»ia
luuu ! auttu
21 ?a
«G8 !n44
3689 2775
2H0I
SM7
aosa
8110 aaos
SS
3549 »«3S
3«1
3807
8868
8979 4005
88
e
4408 4494
4379
4669
4751
48S7 49!ia
rO
5206 5350
Ma6
5522
.-jflo: tm.\ ' oTjs
15
0120 aaco
02!)1 1 lW7ii
tmw 1 ti&i7 (Kwa
»
0974 70B9
7114 1 ras
THIS 74(10 1 ;485
iH>
TBaa 1011 ' ! vji« sosi
8100 ; 81KI
88:J6
88
Dl
»U70 87B1 (»l« MUSI
QUIA
11100
9185
•0
9024 960t)
flOM 1 9770
0863
9048 1
BT
0371 1 OMO
0540
0«SB
0710
07W ; OUTH
R2
1217 1301
Ym>
1470
IBM
1S89 17SE8
VB
2060 21-M
assy
asis
aiw
iMbI 1 iise6
18 1 2903 2886
307a
3IM
.IKS
8333 1 3407
%\
eu ' 3742 aSM
3910
SUM
UtTS
4i&> , Ji-m
^ 4S81
4«e5
4749
4833
49111
KOOO
.'*W
50oa
fi086
5069
575a
6836
&02O
ht> CU&4
exi7
64«1
OS(M
GC88
66n
6751
04 -nwB
7171
TiU
7838
7431
7504
7587
K 7090
8008
8068
8109
6S58
8SM
8419
83
■ft 8TS1 t«a4 1
8017
9UO0
9083
9165
9iM8
^■1 WiHO
SKita
974S
88S
1)011
OOW
0077
OBoa
O407
0400
0578
OIKiO
oras
0891
151 1333
laiB
1308
1481
1BQ3
1640
1728
975 3«S8
2140
2283
aaoR
3387
8400
UW*-"
798 2881
fe-PO 3708
SiUtS
8CM5
3187
aaw
3201
3374
3:w
40M
3886
4«8e
304S
4767
40.'»
4849
4113
4194
som
82
•1
U4O 45S3
4rai
BSB 6340
94ffi
.ViOD
8686
0B07
.'1748
WW
0T& 61H)
0838
oaeo
*101
(H8a
(M4
6(M«
«» 0972
7058
nsi
rjie
7it»7
7ara
7401}
704 7786 ; 7SGC
7U-18
«wo
HllU
SlUl 8273
I61C 8587 1 8«78
KTSB
8841
ftRSt
00*1 HOW
0387
9M8 1 iVItH)
0817 1 O-208
9570
•JfiSl
uTsa
9813 m»
81
0136
0Q78
0159
0640
itaai OTiH
O044 10S4
1105
iim
ISfiO
1.^17
1128
ista
17BO isao
lau
lUDl
ao7)<
2152
2233
2313
2S&5
8635
2710
2TB9
3876
asw
8ffiJ7
3117
n»fiH
3438
8S1H
35U8 , 3tirH
S7.-j9
3.<M>
3010
1 41«M>
4»0
4320
4400 4IHfl
jrii'iO
4610
4730
80
I 4000
BIHO
6120
saw ' Mr9
KiM*
5439
5619
1 6750
S888
&918
5D08 1 6078
6157
6337
oai-
\
^H FnopomnoHAL PAR-ra.
3
4
B e
T
a
9
4 aft.3 i S1.9 J ^.s 1 ffs.s
80.9 09.&
i T%.^
9 J »S.B S4 4 / *9.0 , 51, C
60.8 W.&
\ Tt.4.\
f/«»« / »*o / -/as 61.0
S9.S Qg.O
\ ■^*'^\
^
».* / JB.ff / *>.0 / ao.4
B8.8 ftf.a
\ TOAY
E
L
IiOGAItlTHMa OF iniMBEBS.
MB 1^7%]
lNo.5IML.^
•
1
8
S 4 1
6
«
7
8
• 1
738397
6476
6550
0635 6715
67%
6874 WM
7084
7113 ^1
7193
7J72
7S52
7431 7611 •
7580
7670
7749
7829
7908 ■
7987
8UC7
8140
8225 1 8305
8384
8403
SMS
81122
8701 , ^M
fl781
8H60
8939
9018 9087
9177
osse
8885
M14
tM»3
S57-J
iWfil
9731
9810 9880
«008
0047
0830
0126
0015
n?f)5
OOM
0884
1073
740303
OH-i
0521
0600 0078
0757
1152
ISO
1301)
1388 1467 !
1546
1634
1703
IfflJ
1800
1««
aoia
2090
2175 iB54
2332
2411
2489
2568
2M7
27;i5
a804
2882
2»fl 1 303U '
3118
3196
3275
8853
34S1
8510
3588
3867
3745 3823 1
3902
3980
4068
4186
4SU
4293
4371
4449
4528 , 4606
4684
4763
4S40
4919
4987
GOTB
5153
5231
6300 5387
6466
6613
5031
5089
S777
6083
8011
6080 6167
a»5
6828
6401
MTV
6606
mi
67ia
6790
B888 OMS
TOSS
noi
71J«
T256
7334
7413
7489
7567
7645
7739
7800
7878
708S
8083
8110
8188
fsm
eS4S
8421
8498
8676
8653 ' 8731
8808
IWRS
8968
9040
^"
9196
0272
9350
9427 9504
US82
0638
9730
9614
9908
0045
0817
0123
069M
0200 , 0277
0071 I 1048
03r>4
112S
0431
1202
7SOS06
0li86
0063
0740
1279
1350
143H
1510
1587
1604
1741 1818
1896
iirs
9048
2125
2202
2271
2seo
aaaa
2509 , 2586
a«a
2740
S816
3893
2970
8047
3123
3200
32??
3a'» 1 3430
3506
8883
3000
3730
3818
3889
3M6
4042
4119
4196
4272
4348
4425
4M1
4578
4654
4730
4807
48H3
4960
scat
5112
518U
5285
5341
5417
5494
5570
5646
S72S
sm
5875
5(151
(1027
6103
6180
62S0
6S32
640R
(MR4
Ann
6G9e
6712
ti788
6864
6940
7016
7099 7168
71344
78»
7398
747J
754K
vsm
7700
^mIo
7851 7027
80O3
8on>
8155
8230
8305
8382
8458
8533
8609 8686
«r6i
8886
8912
8988
9063
9139
9214
9290
9360 M41
9517
»M
U0«8
U743
0819
9894
9970
0(M5
0790
0121
0875
0196
OIBO
0272
1025
0847
1101
Tdoiss
0198
0673
0049
07*4
1178
1251
1326
1402
1477
1653
1027
1708
1778
18SS
IHSM
aw3
aoTO
2153
2238
2303
2378
2453
3520
2>Mt
2U79
srM
28S9
2904
2978
3053
3138
3203
3278
3353
3438
3508
8578
3658
8737
3802
3877
8953
4027
4101
4176
4251
4328
4400
4475
4550
4634
4609
4774
4848
4983
4998
5072
5147
5221
5296
0370
M4S
seao
eew
6669
6743
5818
5892
5966
COM
6115
6100
6264
6338
0418
64S7
6562
6036
6710
6785
6859
n««
7007
7D8S
Pboporttoual P.1AT^
tL
1
3
3
4
6
0
7
8
"1
t)
8,3
16.6
94.0
88.9
41. S
49.8
58.1
66.4
9
82
16.4
94.6
89.8
41.0
49.2
57.4
66,6
1
8.1
16.2
JM.a
82.4
40.6
48.0
50.7
64.8
0
$9
1«.0
M.O
83.0
40 0
480
66.0
640
L
-Si
■ '. 11
■M 7
31.6
38.6
47.4
MS
esj
■
■■
■■■-■i
81.2
80.0
46.8
M 6
02.4
■
^m
1
80. K
38.5
4U.2
53.9
61 «
■
^m
JJ.S
30.4
380
450
sa-z
098
■
^M
^^^^^
^M
300
87.5
44.4 \ bV.«
, <ft« • ^
1
m
^H
ml
».D
87.0
, «».%
—a
L0GABITHM3 O^ H^UMBEBS.
I LOGABn
147
[Ko. a2& L. Tog.
73M 787B T4S3
V& »S«9 ' 9078
lug,
1086 I 0410
^ lOra I J146
I73t lOOS 1881
S5I8 2615
II 1 3274
4»g
5486
om
60IS
7M4
«081
9813
3348
4070
4d0»
6S3S
fiSt»
771T
8441
9163
988B
Tsarr
Baes
9008
9746
048A
12aO
I 19BS
4isa
4Ha2
seio
6388
7064
T780
8&13
»S30
«M»&7
7001
ooea
98B0
rOTB ' 7740 t 782S
H416 I »iaU I 8fi64
9196 9S3U , aaos
OWM
0657 0681
0638
lata
i»n
2088
»ioa
4118
4831
fiU3
8854
tSM
7578
8381
9(W7
979-2
060S
ias4
arts©
»47S
418d
4902
&615
7035
77*4
H45t
9157
dBOS
(M96
11U9
1901
aaoa
aaoi
4000
46'J7
>4 \ 5S03
1019 I 60HH
«713 \ GTKS
bS\ 8858
0067
1269
1971
2673
8871
4070
47S7
5468
Glf*
6Kr>3
7M5
8S36
88-27
0677
1306
2114
assi
8&4a
4261
4974
5686
6396
7106
7815
8588
oas8
9933
0637
1940
^ 3(M1
2749
S-Ul
4130
483C
5583
6227
mm
7tH4
Sim
esati
1S03
3088
8702
3494
4S8S
49SS
5668
6411
7187
reus
8585
gaoe
0089
0748
1468
8188
8908
3618
4338
6045
5757
8467
TITT
7885
8593
0389
WW
(CTS 0778
1367 1440
8108 S175
88S6 8806
8367 8640
4886 4871
5088 5100
5756 6889
6488 6656
75!00 I 7888
0M»
n34
86S8
8380
0101
0881
1540
2258
8974
3889
4408
5116
6888
0538
Ti;48
TBTifl
8603
8000
8780
8458 9584
1514
8848
8081
3718
4444
61TS
5808
6689
7854
80TB
8808
Dur.
74
78
0173
0898
I61S
8889
3(H6
3701
4475
5187
sm
woo
TS19
H027
87S4
9-MO
0004 0074 , 0144
0845
0865
lost
9401
8117
8838
4540
5859
6970
6680
7390
8006
8804
l»10
1410
1480
laso
8111 1 2181
S8S8
9^18 SSfB
8968
851 1
8681
8651
4809
4879
4ai»
4906
497S
5015
5608
6678
5741
6897
6366
am
^90
7060
7129
7«H»
7758
VH2I
8874
8413
ffiI3
9005
91!M
93Wi
11815
mix
itbw
saw
8088
8721
4418
5115
6811
6905
7198
7890
Ni8S
9878
7S
71
tOOABITHJlS OP KUXBBR4.
KaSaoifclSftl
[Mo. 674 L.
TftWMl
800030
(K-17
liM
S089
2774
8157
4139
4K1
BfiOl
8061S0
6858
7S36
eni
6886
esflo
MOB 0478
00118
(mw
UTi
2158
■am
4am
4886
5508
eS348
693S
7008
827D
89S8
810333 , 0300
OtKM
15?E
SU6
8918
SS81
4M8
4»ia
WW
6S41
6004
7&S0
8236
8885
»M4
saoan
owe
in4
sun
S888
8474
CHCT
164S
2980
3848
4314
4980
GII44
eaoe
69T0
T031
H302
HSCl
8010
am
0994
IGTB
sas8
S887
8S8B
4it» ; jiui
4776 -1H41
0167
08M
]!M1
2sae
■«io
3S(H
4276
4a57
5687
6816
mn
TWO
8340
9081
ma
9M7
ooes
1600
sags
2979
SS62
4344
5025
5706
6884
7001
7788
mu
9088
9702
mn I ft»34
1039 1100
1700 1778
2379 .Ma
war
S714
4381
5(Me
5711
6374
7LI36
3114
3781
4447
5118
57T7
G440
Tioa
row) I 77M
K1.5B , 8iiM
9017 9083
9676 9741
OaaS 0899
6078
6T143
73A9
8015
8000
6140
6787
7«4
HIHO
8784
om
164B
2N9
8968
3005
4:256
4»00
5556
6304
6858
7409
8144
8789
10B5
irio
2364
3018
8870
43il
4971
5681
6389
6017
7568
8309
88S8
9616
0685 9764
0905
0M»
1678
3868
3047
»7»0
44 IS
5093
5773
6451
71)!g
78U6
1^81
9156
ansa
om 0449
1061 1199
1747 1815
243S -2500
3110 31M4
3798 3867
4480 4SI8
5161 52!»
mu I 5U08
6519
7197
7878
8549
9323
0896
OMl
1173
1843
3512
31«1
3818
4514
6179
6843
eao6
7169
7830
S190
U149
9807
0104
1180
1775
£130
8083
3738
4388
5086
6680
0334
reas
8278
8818
0S69
1210
1910
^7U
3247
8914
4581
0»46
5910
8573
TliSS
7896
8556
9315
0873
6587
7SM
7M1
8016
fiWO
9964
0530
1189
1841
&m
3148
8800
4451
5101
5761
Bseo
TM6
rate
8S8B
8986
0696
13(>7
1977
StM6
8314
3881
4(M7
6813
5976
6«8»
raoi
7«a»
86:22
8381
0989
0696
liSl
1906
2Sfl0
4516
5166
6816
6464
7U1
7757
aioa
9016
8
eSiSS 9890 9961
8088
om
OOM
0070
0061
om
3817
iw
1978
aoer
saes
am
a»»
8344
3980
Bsm
4581
4<>IQ
S)B1
oaio
SWW
5MJ
6IU8
6508
7175
TSMO
7iei
T88fl
KW7
8581
UUl
91711
6668
7306
7961
SatB
PBOPOKTIONAI. PaBTS,
JlJ
Dur.
1
9
8
4
&
e
7
8
Ife
<.8
13S
ao.4
87.8
84.0
40.H
47.6
M.«
P '
"4 / ao.i
' JOS I
96.8
83.5
49.4
4«.9
S8.»
r
»A
S30
89 .6
\ «i%
\ '^A
1
S6.0
sa.B
\ W.O
\ 45. .5
\ ^\
L.
JM.i i
».i
SO
«.i
\ u.%
\ %v.«.
150
L0GABITHM3 O? ITUMBHRfiU
^
No. 7S0U8B7.] [No. 7841^
N.
0
1 f
t
4
»
fl
7
s
9
SO
85TS33
7398 7458
7513
7S74
7B84
7804
77B6
7B15
7878
1
T9SS
7990 8056
8116
8176
8896
Ba>7
B3S7
8417
8*77
2
85S7
8fi97 8I»7
8718
8778
8838
8808
8058
9U18
9ora
3
9188
9198 93Sa
0318
9379
9430
MOO
95^0
9619
9679
'4
9739
9799 9659
9918
9078
0038
0637
0096
0158
0218
0817
0!78
087?
6
S60338
0398 OI08
0618
067H
0C97
0757
6
(HBT
0996 1056
1116
1176
WS
1296
1355
1415
1475
7
1534
lUM
1651
1T14
1773
1888
1803
i95a
2012
30i2
8
21S1
2191
iBI
2310
2i70
»ao
»89
S549
2008
aOBi
■ «
2^8
8787
aW7
■am
VlllHfl
X)X,
3085
SlU
^Oi
3268
,7m
3823
3J«^
3+4i>
3301
3561
; 36ao
8680
3739
8709
3858
■
[ 1
3»17
391"!
4aM
4ffM i 4155
4214
4274
4333
4302
4458
I
1 •■'
45U
45TO
4«:«
■mo
4748
> 4808
48S7
4926
4985
SMS
I
r 3
6m
5)63
saaa
3*43
3.341
, 5400
5450
5519
5578
DtK
■
' 4
5666
B735
B8U
5874
soia
509i»
6001
6110
61S9
ease
fi
eser
6346
B4U5
&4IJO
OTiH
8583
G64a
8701
0760
6B1»
6
68T8
6937
9998
TUTO
7114
7173
7S3S
7S01
7S60
7400
■
.7
7467
7528
758,1
7fl44 ' rra
T76)!
raai
7880
7089
7998
I
l«
«nfM
8115
8174
tioa
8292
8350
8409
StBS
8527
1
|«
B(M4
87(M
87m
ffSi
8879
8938
8997
0066
9114
01.9
T40
Btem
irax)
siaia
0409
9166
9sas
OSftI
0012
smi
9780
1
ma
UST7
m>35
9994
i
87CM(M
(W(J2 i r&ii
0579
0053
06.38
OIU
0096
0170
0736
0288
0618
0987
OBIS
em
a
(KM)
1U17 1 llOU
1164
1323
1381
1339
1396
1456
1SI6
4
157:1
i6;ii
i«»i
1748
1806
1865
1933
1061
S040
am
■
ll.B
JNAA
2215
?jrd
•£m
£189
2448
2506
2564
aoa
8DB1
I
l>
^
*7»r
aiv.
inllj
■.W73
3030
3008
8146
aaoi
3182
1
Fr
Sitn
3879
iM37 < ;ilfl5
35.V)
3611
3669
8727
87»
8844
r 8
89Q3
3960
4018 «CT
4i:«
4192
4250
4308
4S0O
44M
»
4488
4H0
4598 4656 4714
4T73
4830
4888
4IH&
GOOB
TSO
8061
&tie
5177
5335 52SS
5351
5400
B466
5591
gas
1
fi640
soss
5708
5818
em
»K»
soer
aots
0102
6160
3
6918
6376
6333
6391
6449
6807
6864
6628
6680
6737
8
6795
6853
6010
0008
7026
TOSS
7141
7199
7856
9814
4
7371
742!)
7487
r>M
71102
TO39
7717
7774
TSS
788B
fi
7ai7
mn
SOfH
«119
8177
83^14
SS02
8349
8107
M64
^
.«
8bU
8579
8687
8094
8?5d
88U9
8806
8094
8061
9089
I
wm
9153
9«1
9dtt8
93«5
0383
0440
M07
9966
otu
■
teo»
97%
97»4
9641
9896
9IK«
■
m^
0013
0685
OOTW
0&43
0187
0090
0185
0736
1
I0
88a»4S
ce90
0306
Oils
<M71 j
0538
1
no
0614
oBn
09S8
09R5
1013
1009
115(1
1913
1S71
1338
■
r^i
lasQ
i-ua
1499
LYXl
1IH3
11170
iTsrr
1784
1811
1888
I
r g
18U
9012
90B9
I'f.t)
2183
■mo
23)7
3354
2411
»1«8
■
■ 8
3581
»8as
■J<11>.S
27.'.3
asno
2866
ia«!Si
2880
3037
4
3003
3150
saw
1
san
at2i
8877
8434 8491
3548
3806
1
h
fa
Pkoportiok^ PAKn. ^H
1^
»
s
4
fi
S
7
8
Ir
T.-i
' ir.T S8.6 1 M.S 1 te.4 ( 41 .«
47jt
■
■?.4 28.a 1 » 0 \ M.8 \ 4ft.* \ «A \
■
1 23.8 \ 2A.Ci \ Mi \ 7U» \ IS,%\
IL
yi XtA 1 SLO i Ba.C I ViA \ Vk\^
B
m
L0OABITHM8 OP NUMBEHS.
1
■
1
No.
Bioueoe.]
[No. SMUI
K.
0
i
s
s
4 \
B
«
7 ; 8 : 0
n
810
OOMU
8fi30
ma
9546 1 8609
8768
8807 8880
8814 8067
1
WBl
«)74
mm
Dim SU»6
ii-im
inm 0306
0449 0608
»
sua
oeio
9603
»7ia tfTTO
ma
0877 0030
98B4
3
1
0087
0S71
910001
0144 0197
0251 Oi»4
0358
0111
0461
0618
4
O&ii
mra 0731
o;9.i
08:«
(»U1
0014
U«V8
1051 not
B
llSfl
lai MM
1317
i:l71
14^4
1477
1530
1.'584 1687
6
16«1
ITW 1 IVIIT
ISSO
1803
IJISO
80U9
8068
211(1 8169
T
aaaa
2375 aan -sm
ua
1M88
2541
8604
SIJ47 STOO
8
ar53
SHOO
*^.T.^ , Wi>i
25100
iJiild
SOTS
3126
81W 3831
S
89)4
8337
asm
»M3 ' »190
3M9
3603
3nnn
3708 8T61
820
8814
3867
3aa)
3973 4O30
4079
4132
4184
4S37 4800
1
4H4.<<
4.WI
44JU
400te
4555
460B
4060
4713
4700 4819
S
48T3
4ai&
4urr
50SO
5083
5138
6189
5S41 ftSOl 6847
s
S40D
5^SA
scoo
5r>S8
Mill
5664
6710
67Cy BlttH 5870
4
sam
am
«0i«
eotjs
6138
6IOt
6843
0896 634U ; 6401
S
MM
6507
fisra
«013 W04
on 7
6770
isia
0875
«8S7
6
6680
™»
7085
7188
7100
72-43
7895
7348
7400
74Sa
7
Tsoe
T5fi8
7611
7088
7716
7708
7880
7573
7985
79T8
8
8030
Hiies
8186
8188
8310
8293
884S
8397
B4B0
8609
9
r(555
8007
86S8
8712
8764
8816
oHu9
8981
8078
0088
830
flW8
oiao
0183
aeas
9387 1
0340
0399
0444 ' 0496
0649
1
8001
iMFA
tkr^M
0758
9810 1
0868
0014
OAtiT
lIUDO Ptw
0010 , oon
04MI OMl 1 OMk
S
Iboi^
01T6 i OtJSS
0!5stn
(Mtt
03»4
0186
J
3
0645
0097
0749
OSOl
0803 1
0006
0068
1010 1008
>>■
■
4
1100
1218
1;;70
raa
J874
14SS
14(B
1530 1588
4
1
^■-^
1686
1788
1790
1843
1804
1046
1008
8US0 8108
sioT
1
^^■u
saw
es8
■2310
8»8
!Hi4
S4««
8918
8570 9088
8«n
^k7
g!»
S77T
;»»
28»
em
£985
8087
8068 8140
im
^1 8
8944
8ffi6
8348
8390
»ai
8MW
HSWi
8607
8668
8710
fl
ma
3814
saw
8817
8860
40Ea
4078
4194
4176 ; 4888
litin
4S7g
43S1
4888
4434
U»
4698
4S89
4041
4608
4744
Mftl
4786
4»i8
4890
4951
S003
5064
6106 5157
6000
6861
^Hg
eata
63M
6416
5487
6518
5570
6681 5673
6785
»jn
^H.2
68«
587»
&081
(mi
6034 1
«086
6187 6188
68^A_
JIL
J
^B.'^
6842
ARM
644S
64OT
WWt
6000
0651 0708
ffiSt
■
1
^H'K
6857
6808
ma
701 1
70(ia
7114 7165 7216
78^1
H
I
^^M
ran)
T488
7473
75S4
757B
TiiT 7(1.8 7780
7^oP
1
^^B*f
1883
TS85
7W8
8087
8088
.H140 8191 KMS
8998
mm
I
^B'B
8896
$M7
»ig8
8G49
8601
S(1M «708 8754
8806
sm
^P *
8H18
89M)
9010
0061
0118
<<1«3 iei5 0966 1 B817
VM
ffitiO
MtS
M70 ' SCSI
S67S
0H»
9874 9785 0776 08*7
vent
1 1
OUttt
QUUf
mnKf ] 0«Ki»
me
0648
owa
QMS
0134 (
0643
OISS 1 0836 il«7 1 0388
atm \ 074O 079B 0W7
O8S0
^Ks
1W(M40
04U1
0898
^Hg
0»IU
IlKlit
iiei
lldfl
1158
I-JU4 1 1^54 lav Itlfid
j ITia 1768 1814 1 18GS
14IR
K-
l-iS8
luO»
1560
leio
1661
lltt
1
pROPOBTtO
«AL Parts. 1
E. 1
>
8
4
B
0
r
^
10.0
15. B
21.2
SO B
81.8 87.1 42.4
^^kl
Ml*
16.0
30.8
SSJO
aua 86.4 41.6 , I
^^^^1
■^^^^■y«ji
liO. 1
•£,^
1
I'
'JO.O
aa.o \ iw.o \ »-Q \ 46 »
•^
1
m
i i
^^^ ^^1
i
9Q69
4631 * / *«« ' ?^' ^ m S'OO
li iS;f/@;C/5/^,
lias s?^,?^^s
is
!■' I ^-^ / a,
K
L0GAR1TKH3
OP KtnCBBBS. ^^^^
Ko SOO L. 061]
[7f*.IMlt.;
N.
0
1
8
»
4
fi
«
?
8
•
J
BOO
954843
4291
4339 i 4387
4436
1
4484
4532
4680 4088 ' 4677
I
4725
4773
48S1
4869
4H18
4866
9014
6062 6110 BBm
a
asor
5255
6308
63a
5388
S44T
6406
6643 65«i 1 Sfl
3
5688
5736
5784
6832
6880
8988
6876
6034
im
4
«1G8
(sia
IK06
6313
«3«J
6409
6467
6606
aaafl
s
6&(fl
6e97
8745
6793
6840
1 6888
6886
6964
^^^1
1 B
71iM
7176
7SS4
7«S
7320
7868
7416
7464
7«H
wk.1
7607
7B0.'i
7708 ; 7751
7786
7847
7884
7818
^^k8
80R6
81M
81H1
8229
8277
8326
8378
8481
8488
9
H'
6HM
8012
»tS5(»
8707
87^
8803
8860
888
8848
Si
^Ba
9041
9099
H137
ai85
(1232
9380
9328
8375 9423
•«n
^^K]
gsi8
9586
DBl-i
yarn.
9700
9757
9804
S652 9900
9817
^Vs
9095
0M3
0B18
0090
0966
0138
oeis
0185
O0«l
0233
O70O
0280
0756
0328
0801
0376
0661
(Mat
0889
■s
eewTi
■ r4
owe
0U94
1041
1089
1138
lltM
lasi
1279
13«
1874
6
Hat
Msg
1516
1563
IBll
Kif* 1 1706
1753
1801
1848
6
18U5
iiMa
11K»
S0!»
VJUK.
2132
2180
2Ja7 2275 i 8323
r
!mv
3417
S164
2511
2559
3606
•nm
2701
8748 «»
8
284S
2890
2937
2885
3032
3079
8126
8174
8881 1 sun
8
8S16
3363
S410
8457
3504
8552
3699
8646
8608
8741
lao
aTBH
3835
■"Wfffi
8829
8977
4024
4071
4118 4165
4218
1
4iW0
4807
4354
4401
444H
1 4-195
4.'>tS
4590 4637
46H4
8
4781
4778
48S5
48ra
4!>I9
mm
Mia
60C1 5108
516S
B
5303
5349
6896
6»«
5990
6437
6484
5631
5578
fi63S
4
wn
6719
5706
6813
tmn
5907
S964
6001
6048
6086
6
6143
6188
fiSStt
G883
6329
6376
6423
0470
6517
efiM
a
6611
6S68
6705
67613
6799
6&15
6Htt
6838
«u«e
TOSS
7
7080
71W
7178
72I80
«C7
7814
7361
7408
7464
7801
8
754S
7596
7WS
7688
7735
7783
7829
7875
7888
7888
0
8016
8062
8109
8156
aaoe
SiUg
8896
8848
8380
8<at
980
»m
8530
8876
8«83
8670
8716
87es
8810
88B8
WN
1
mo
8096
flO«
9090
9138
9188
9S89
8276
9888
nao
S
M16
9403
9609
9656
9602
9M9
9686
8748
9788
9sa>
3
8882
9908
9975
ooai
0486
0068
0683
0114
0579
Olfll
(ma
0907
067X
0864
nsoo
4
87(»17
0393
0440
0T66
6
081 a
OftSS
0004
0«51
0997
1044
1080
1137
1183
IS89
0
1878
1333
13SD
1416
1461
1508
1564
leoi
1647
1688
7
1740
1788
IKSS
1!*71>
1925
19n
2018
aoM
2110
sisr
8
ssn»
sua
sao5
2:ttJ
2388
24*1
2481
8537
8573
861*
9
S866
2718
2758
2H04
2851
2897
2943
8888
3006
8081
040
8188
3174
8B30
seas
8S13
3368
8406
MM
a«87
asa
1
8S00
asM
seas
8788
8774
8880
8866
8818
88W
4008
3
40M
4097
4143
4188
43S6
4881
4887
4S74
4490
44(8
II
8
4513
4566
4604
iffOO
4696
474S
4788
4884
4880
4888
4
41178
6018
6064
6110
6156
6808
6848
6884
6840
6881
1
l»"
Pboportioi
(alPakm. fl
0!(t
. 1
9
8
4
6
6
7
•"
1
MV
//'V
S.4 1.1.8
83.5
».S
\ 182 <j \ m.*
\
K
' <*/
r
:s.4 1
sa.o 1 an.ft \ aa-j \ w.«
\
■
1
■
^
m
i
w^
1
lOGAIUTHMS OF HUMBEBS.
155 1
3
[So. 969 L. 995. |
1
a
>
i
s
«
1
a
e
DiJT.
wrs i ssat
5B7D
6616
5663
B707
5753
5799
6846
VSi ^^HSi
6089
8075
6121
0167
esiv;
11258
6304
396
W43
M8H
6533
6579
6(i25
B671
0717
0763
B54
««00
(KHO
0998
7037
7083
7129
7175
7830
na
7358
7403
7449
7496
75JJ
7580
7632
7078
7M>
7815
7881
7906
79S3
TBI*
8043
R0R9
8135
EB6
eanz
8817
8368
8409
8454
8500
8&16
8591
B68
«rs»
«n\
8816
88fi6
euii
8956
0008
9047
1S8
9\U
9S30
9675
0331
338(3
9418
0457
»5in
CM
0889
9CW
9730
9776
9&tl
0867
991
7
9068
0412
KMS «»«
0140
0185
0231
0278
0322
038
te03 (kM'J
flaw
0640
, 008S
orao
0^7B
(IK21
0887
967 nXM
1048
lUtXl
1139
11H4
1880
1275
1380
411 1456
1501
11M7
1592
1637
1663
1728
1773
8S4 ; 1909
1954
SOOO
8045
3090
2135
2181
2£M
B16
as(S2
aw?
8452
8497
SMS
258S
8683
2678
789
2814
£8S»
3904
2019
89S4
:»40
3085
strio
8S0
Kxa
3810
8356
8401
3446
3491
35;«i
SCSI
em ! sna
37tta
3807
3R5S
3897
3948
39S7
4033
laS 4167
4212
42.57
43(e!
4847
4392
4437
4482
En 1 4(117
4662
4707
1 47B2
4797
4848
4887
4933
45
■■EtH167
5113
5157
KUti
6S47
5898
5337
5388
^■Imio
oeci
B606
6651
S696
8741
6788
5830
'
^■lues
6010
(tm
6100
6144
6189
6231
6279
^■iMlS
S4fi8
0503
6S4S
(vm
6687
6688
6727
^Hl^«8ei
Otoe
0951
6996
TO40
7085
7130
7175
■PFf 7300
7853
7396
7448
7488
7638
7577
7022
pni TTsa
7800
7845
7800
7934
7979
8024
8068
IB157
tu>j
8917
BSSI
8336
8381
84S5
8iro
8514
8048
8093
8T87
87«»
889S
8871
8916
KWO
9004
9188
9183
9887
9272
9316
9301
910K
9689
9683
OttiS
0678
9717
9761
9806
98S0
tMica
^^^HbL"***
0038
oor-j
0516
0117
05(11
OlOl
0005
(»06
06SO
0250
0691
0894
0738
^Hn»^
■H^oen
ma
09ao
1001
IW»
1003
1137
1188
)S1S
ISIVQ
1403
14+9
1482
1B3C
1580
1685
1^
1758
1809
1»I6
IHOO
1935
tQ79
3083
3007
8Kn
su
SS88
8333
237?
8481
84es
8509
9S4»
3886
2730
S774
2819
8863
S907
2951
■iS Kxn
S1S7
8178
8210
3380
83M
8348
S392
HH 85^
85«»
8613
8ffj7
3701
8745
3788
8833
^■1 »*(»
40oa
4058 1
4097
4141
4185
4229
4273
■■f 4405
4449
4493
4587
4W1
4625
41M0
4718
44
SM 1 4M»
A>m
4933
4977
6021
SfJttS
5108
Sl.'rt
BSiO tfXA.
SSOA
5379
M16
MOO
55W
5547
5591
fsoi
POBTlOMlt. Pabtb.
J
9
a
4
S «
7
B
.■
f
!■
».a ) 3S.S J
J
8.4 1
SiO 1 37.6
ss
i.a
,11, ,1 J
g.8 / /J.J? / /;
e 1 JSQ 1 IT
s.o / a; 5 ! jjT.o
S]
,$ ^^^^^^^H
^ / i'i-a as.a
at
>4J^^^^^B
1
1
^^1
156
K4.KlOL.ta).]
KATUEMATirAL TABLR9.
[Vo. ML
».
0
1
a
«0
tmbii
6679
6TS3
1
6074
Bin
mm
»
6St«
(IS55
arm
A
l)M9
axa
T1B7
4
7af»
7430
J4,-4
l>
Twaa
7Mt7
70)0
6
B!2S9
6303
8»17
7
8(U«
8T3»
87«
H
»131
9174
9218
g
swin
96IM
9658
B7B7
S611
0305
owe
(U^W
6087
7t)K)
7124
7ni7
75B1
7964
79!«
8SM
84.-U
m6
B8U9
BJ61
in»
SOW
0789
S8U
6293
6731
7188
7UU5
Soil
8177
8913
9348
9783
6774
7648
eoas
8531
8BS6
9893
gass
EIMS
6380
6H1B
7»6
7602
81S»
8564
9000
9436
9870
nm
64M
tm
6609
m
7899
m
779S
m
KITS
ant
fM08
HN
904S
m
9(79
M
9913
tm
HYPEBBOLIC LOGARITHMS.
I
I
I
No.
1. 01
1.03
1.03
1. 01
1.03
1.06
1.07
i.oe
1.09
1.10
1.11
1.1?
t.l3
1.14
1.16
1.10
1.17
1.18
1.19
l.-JO
l.Sl
l.«8
1.38
l.iM
l.SS
l.»6
1.27
l.SS
l.'JB
1.30
l.SI
l.HL-
1.M
1.34
1.35
1.8B
1.37
1 fli
I.Vi
.40
hag.
No.
,0099
.0198
.o-jae
.OJWS
.0488
.0588
.0677
.0770
.0909
.09^3
.1044
.11.13
.1*B
.1310
.1306
.1481
.1570
.16.55
.1740
.1833
.1906
.1988
.SOTO I
.8151
.3331
.iHIl
.3390
.S4flti
.■.•546
,!!6«4
.i"00
.sms
.;!9a7
.iUOl
.3075
,3148
.3^1
.8S«8
.aw5
1.4S
1.46
1.47
1.48
1.49
1.50
1 51
I.OS
1.53
1.54
i.as
1,50
1.57
1.58
1.59
1.60
l.Ol
1.C3
1.C3
1.64
1.6Q
1.6rt
1.87
1.68
1.69
1.70
l.Tl
1.7S
1.73
1.74
1.78
1.76
1.77
1.78
1.71)
1.80
1.81
1.8S2
1.88
1.84
1.85
1.86
Log.
No.
Log.
No.
Log.;
.S-.lfi
J.90
,6366
8.83
.8468 '
.87M
1.90
.6419
8.84
.8808
.8853
1. 91
.6471 1
8.85
.8M4
.3980
l.tt-i
.6583
8.36
,8SP7
.3988
l.«3
.6S75
8.37
.80*9
.4055
1.04
.6487
8.88
.son
.4131
l.BR
.6678
8.39
.871;;
.4187
1.96
.6780
8.40
.87K.
.4253
i.vr
.6780
8.41
,87911
.4dl8
i.gs
.6831
2.48
.883.^
.4383
l.OB
.6881
8.43
.8879
.4447
2.00
.6931
8.44
.8880
.4511
2.01
.6981
8.48
.8961
.4574
s.os
.7981
9.40
.9008
.4637
2.03
.7080
8.47
.9018
.4700
8.04
.7189
8.48
.9083
,4:62
i.05
.7178
8,49
.9183
.4834
i.W
.7287
8.60
.9163
.4886
2.07
.Tare
8.61
.O-JOB ,
,4947
8.08
.7384
8.52
.9818
.5008
8.09
.7378
8.59
.Wgt
.S«C8
»,I0
.7419
8.54
.9m
.6118
9.11
.7467
8.6S
.9361
.5188
8.18
.7514
B.M
.9400
.5847
8.13
.7561
8.57
,9489
.5306
9.14
.7WH
8.58
.9178
.5366
2.15
.76.'.5
2.f,9
.9.117
.5423
8.13
.7701
8.60
.95AA
.6481
8.17
.7747
a.«i
.9594
.6639
8.18
.TTiei
8.«'J
.9(W.'
.5696
8.19
.7S:ilt
S.63
.96;i
.58.S3
a. JO
.7885
2.64
.970h
.5710
8.81
.7930
8.65
.9746 1
.5TtW
S.iS
.7976
8.68
.9783
..'*A'
a.«i
.WSI)
8.67
.9831
.5878
8.24
.8065
8.68
.««V8
.6933
8.25
.8109
".'.60
.0895 1
.5088
S.S6
.Sl.M
8.70
.91H3 ,
.6l>48
i'.27
.8198
8.71
.0069 '
.6008
■2.1»
.8848
i.'i
I.UUM
.r,i.'.j
■J VK
.8-J86
8.73
1 .lX>43
:ih
.NiSW
8.74
1.(H») .
.KVi
8.76
i.oiid
i/Ci J
,-'
.8416
a. 79
t.oi58 ;
^^^^-i
1
\
\
\
No. I Id
2.77
8.IS
3.1*
3 i»
s.ir
3.l»
3.19
s.ao
168
MATHEMATICAL TABLES.
— C5
No.
Log.
no.
Lob.
No.
Log.
No.
Log.
No. bsT"^
'e.si
1.8T33
7.15
1.9671
7.79
8.06S8
8.66
8.1B87
I6.S2
1.8749
7.18 1.968^ 1
7.00
2.0641
8.68
2.1610
e.s3
l.H7(M
7.17 1 1.9699
7.81
2.0654
8.70
3.1633
9.M[ ^^^^^H M II
'e.M
1.9779 1
7.16 1.9713
7.82
2.0667
8.72
2.1656
10,00 ^"I^^hAI
'JM
1.8T95
7.V9 1.9727 1
7..H3
S.O^tO
8.74
2.1679
10.85 ^*^^EbM
1.8810
7.«)
].«741
z.m
S.0688
8.76
3. 1708
10.K>
%3B8««
1.88Sfi
7. SI
1.0754 ,
7.85
£.0605
8.78
2.1725
10,75
%^B^«.i
^H 1.8840
7M
J.mffl
7.86
2.0618
8.80
3.1748
11.00
^H i.8f»e
^.•^a
i.&rte
7.87
S.OUil
8.82
S.1770 1
11.25\ Yj^^^
^H 1.8871
7.S4
].m» 1
7.88
2.0648
8.84
2.1798
18 0O\ l^Bfl
1.8886
7.85
1 .9610
7.89
2.U656
8.86
2.1815 1
1.8901
7.S6
1.9834
7.80
2.0660
8.86
S.1838 1
KS
1.8916
7.47
1.0888
7.91
2.0681
8.80
S.18U1
n.Dt
l.MHl
7.38
1.9651
7.92
S.06S4
B.n
S.18B3
!«-«»
i.seia
7.SB
].88(1&
7.93
3.0707
8.94
8.1906
12.70 ^S^^H
1 O.BG
1.8961
7.30
1.9H7V
7.04
a.07I9
8,90
2.1028
13.(lC» '' l^^l
S.67
1.8W6
7.81
1.WB2
7.95
a.orrat
8.96
2.11)30
I3.-.^^<^^H
8. US
1.H991
7.82
1.9B0tt
7.96
2.0744
9.00
S.l&K
is.s^^i y^M
H 6.8B
x.atm
7.33
1.DS-.»
7.97
2. 0767
9.02
3.1994
n.'^^r\ ^^H
•8.70
1.9021
7. 34
1.9U33
7.9S
2.0769
9.04
2.2017
]4.(|CZ^^\ ^^^^H
,«.71
1.9036
7.35
1.9947
7.99
3.0788
9.06
S.2039
14.S^^^2 l^^^l
t.li
l.MttI
7.86
1.9961
8-00
2.0794
9.08
2.2061
14.£C^^ ^^^^1
18.78
:.mm
7.87
1.9374
8.01
S.0807
9 10
2.3083
r«.74
l.SOMI
7.38
1.B988
8.09
2,0819
9.12
2.3105 ,
l«.ra
I.MNS
7.ao
s.ooot
8.0S
2.0832
9.14
2.3127
l&.Gi^^^J ^^^^1
(8.78
I. SI 10
7.40
S.OOli
8.04
2.C«H4
9.16
2.2148
1«.0II^ J^^^l
M.n
i.msQ
7.41
s.ooes
8.05
2.0657
9.18
2.2170
K.tO /^^H
rt.n
1.9U0
7.43
2.0O41
8-06
2.C*«!8
9.30
2.2192
noo/ ^^H
"8.79
I.91B.'i
7.48
!j.0O55
8.07
2.0682
0.22
2.2214
17, SO^ J^^^l
8.80
l.OlflO
7.44
2.0O0B
s.os
2.0894
9.34
3.2235
i^H
I>8,81
1.9184
7.45
:;.00e2
g.09
2.0SOO
9,30
2.2257
18.50 I^^B
[••.Hj
1.9199
7.46
2.0096
B.IO
a.OBlB
9.28
•J 2:^9
19.00 .^^^1
"•8.88
1.9218
7.47
2.0108
B.ll
2.0081
9.30
jiiaaoo
19.50 S^^^
■6.«
i.oass
7.48
a.ois«
8.12
£.0943
9.33
2.2333
so.oo ^^^H
e.85
1.9'i4a
7.4B
2.0138
8.13
2.0956
9.84
a.234S
?^^H
8.80
1.9-J57
7.50
2.0149
8-14
2.ooes
9.36
2.2364
n
''^^^^^H
• .W
l.SOTS
7.51
•.'.01&!
8.15
2.0980
9.88
2.2386
28
^'^^H
8.88
1.SJ86
7.52
a.0176
8-16
2.09D2
9.40
2.2407
34
^-^^H
'«.8a
1.9301
7.53
3.0180
B.IT
2.1005
9.43
2.2438
25
9-^^H
'«.90
1.9S15
7..M
a.oao--'
8-18
2.1017
9.44
2.2450
20
9-^^H
1.3M;»
7.55
a. Oil 5
8.1B
3.1029
9.40
2.2471
27
g.t^^H
1.IIS14
7.56
2.0*S
8.20
2.1041
9.48
2.2492
28
8.!^HI
r 6.9.1
i.tw.™
7.57
2.0242
8.aj
2.1OS0
9.50
2. 2513
20
a.il^W
6.M
1.9:173
7.5S
2.0255
824
9-1090
9.52
2.3534
80
s-^fl^l
6.So
1.9;j«7
7.59
2.0-J68
8.28
3.II14
9.54
2.2555
81
1 6.96
l.!J4(M
7.60
2.0281
8.2B
2.J138
9.66
3.2576
82
sii^^^lH
' 6.97
1.9118
7.61
2.0205
B..'iO
2.1163
9.58
2.2597
88
£4^^H
. e.w*
1.9«0
7.02
2.0308
8.32
9.1187
9.60
2.2618
84 a.ii^HH
I 7.00
1.0445
7.63
a.oiwi
8.34
3.1211
9.62
2.3638
sft a
1.9450
7.fi4
s.ra-M
8.36
2.1235
9.64
2.)i6a»
88 1
1 7.01
1.94T3
7.65
•J.0347
8.38
2.1258
9.66
S.S680
87 . A
1 7.08
1.948S
7.6S
2.0.tBO
8-40
2.1382
9.68
2.2701
38
3.63Jlii»_ 1MB
[7.ai
l.OoOv!
7.07
2.0.373
S.42
2.1308
9.70
2.2721
88
gl^mliiBiSl
17.04
I.9SI6
7.CS
2.03B6
8.44
2.1.330
9.72
3.2742
40
siOM V^ si
|?.0B
1.0.WI
7.09
2.(899
8.4t}
2.13.^3
9.74
3.2702
41
3*7j)g i^^l
F7.0B
1.9M4
7.70
2.0'II2
8.48
2.1377
9.76
2.8788
48
uiTtlTT P^l
Ir.or
I.93S9
7.71
2.04^5
,H..W
3.1401
9.78
3.2f»S
4S
?i!?BiyMj^M
i7.08
l.S.'i73
7.72
2.tM3«
tt.Si!
3.1424
9.80
2.2824
44
siwHI^I
' 7.09'
l,ftM7
7.73
2.0451
«..M
2.1448
9.82
2.8844
45
sil^^^^^l
fT.IO
l.StWI
7.74
3.0464
H..S8
2.1471
».81
2.2865
46
sIh^^^^I
7.11
1.9B15
7.75
S.047T
8.68
2,1494
9.86
3.2885
47
siS^^^^I
17.12
1,S6«»
7.76
2.0190
8.60
2.1518
6.88
3.S906
48
siSI^^^^I
■T.:3.
1.964.3
7.77
2.0508
8.62
2.1S41
9.90
2.2935
49
sidMH^I
r../.^rll
T.78 S.OSIti
1
8.64
2.1564
\ ft.OS \ ^."ewt. \
yv""
l^3.91»Wj
i ^^^K ■■
|RfOMJiTKtOA.L P0NCTIOK8. 159
ON ^i.««-g»«CAl. PPWCTIOWg.
' Tbjic*
CoUM>>
.00000 injn»«t«
.004:50 •i-*9.»«
3M.1HH
a«ra»l. I Vrr. SiE. ' Cwlw. i
I.OOOO M
.WMB,
i IMIII. <IIHHil
S90\
\ . lO&iO,
\. 113931
.ia8«»
.105*78'
1 .1310S
' iaao9
1 . 14054
I .1»*90
E^\ . ia08:J
J,f^\ .-208*51
ijO.HlU 1 '
JT.611 1.
I0.:i50 1.
15. -257 1.
14. 301 ' 1.
1:3.457 1.
12.708 1.
12.035 1.
11.430 1.
10.833 I 1
10.885 1.
9.9310 1
9.blU 1
g.iao9 1
8.7789 1
8.4Jt)0 1
8.1443 1
T.BOOe I
7.5958 1
7.S479 1
T.1154 1
6.SI969 1
6.601-J 1
e.'tfliii :
e.ai.-iS ■
c.i-w-i
fi.9758
B.HI!»r|
s.e"!*
5.r.301
D.3955
5.5!n7Si
B.IWM
6.(H73l
4.015-2
4.8077
4.7040|
4.0067,
4.5107
4.4191
4.3S15
4.84fi8
4.16.'i3
4.0667
4.010B
8.9375
3.8667
3.7B83
8.7*»
.96801
.99083 80
.M)0T6
.»in6«
.99963
.00989, %t)
.POOfl' I
.99(06
.99885
.wmi 97
.9l»<:»
.004*13
.WTM
.'.19750 8«
.OOnB,
.WKiShi
.yoftso'
.90019' 86
.90580
.OfiMOi
.9y4!l7
;: .gotss 84
,i .99406
I .093,S7,
I .093071
) .M-JOO,
1 .09144,
I .90«#!
» .990-J7, 83
&| .98065
8 .g«HB,
4! .98t«6
II .9ft7fi9l 81
10 .!«7flO,
14 .9K556I .
19 .aS48l «0
W .»MOi|
-.^ .BAlttl
55' .oeiMsl ,
Xi, .98103 TO
rJl .OHOrii
08' .OTIHS
i»r. .n79i)r.
IM .'.rTBl.'.
nr .9*7-J3
j70i .97(Viil!
KM .975841
.9r437
.91388
.972*7
.97134
.97030
.96»a
.96815
.9370.-. ^^ ,
.96IWV| 76
5*ecM.t. ) c,.u=. ! T.mc. / C<»^
.0-3503
.09668
.037631
.<KbB6'
.08970
.080771
.0318.^1
.0ai!9Ci
.034071
Co -V«
_j„ \ ■^ecM'^ I I : -=
^^TT^dO-ont bottom of table upwaf**'
Keo
MAtHliMATrCAL TABLES.
1
1
•
M.
Sloe.
Co-Ver*.
c«»«.
T.»B.
Cotas. Uaauk
V>r. Sin.
CliiH
1
H '^
0
.S68SS
.741 18
8.8037
.2(1705
3,7820 1.03.M
.08407
:»Mn
It
15
.Maoa
.738B7
S.»Hh!.-J72C!
S.flUN.! I.a3(t5
.03631
^H
80
.aeriM
.Tai'.fl
3.7)i!(),.a7;3i'
8.(KI.MI 1.03:7
.08687
:«3H
^H
•Ifi
.37144
.7!*.i6
3.0S40
.28:03
8.5457, 1.0390
.087,'i4
■ 16
0
.47564
.r-i430
3.6*0
.28674
8.4874> 1.0408
.038741 .MI^H
15
.27083
.7*17
3..'j738
.29147
8.4308' 1.04IS
.03995! .Mt^H
^H
30
.asioa
.T16W
a..'i-joii!.aiMJi
3.8759' 1.0420
.04118
.96H^^H
^H
■J5
.assM
.711H0
3.4CW .aooM
3.332C
1.0148
.OKU
.flOI^^^I
H 17
0
.«|-.J87
.7()7IW
3.4-,t«
.80673
8.S709
1.0157
.04870
.Kl^^^l
■
15
.2BflS4
.70346
a.87-ja
.31051
3.2205
1.0)71
.04498
.96^^^|
80
.3007M
.fliwai
a.aasfi
.31530
8.1716
1 .0485
MtOH
.flC^^^H
^H
45
.30486
.6B514
3.21411
.32010
3.1240
1.0500
.04700
wi^^^l
■ 18
0
.aoixw
.0901)8
3.U361
.3-J195!
8.0777
1.0516
.04894
IS^H
■
IS
.31310
.08<i«4
3.193i!
.32975
3.0326
1.0580
.05010
■
ao
.31730
.6B-J70
a-lol."! .33459
2.9887
1.0545
.05108
-i^'^^H
45
.32144
.B78S(t
8.1110
.a«fl45
2.9159
LO-iieO
.058(17
04^^^^!
19
0
.^£557
.01443
3.0715
.34433
2.9042
1 .0576
.05418
.9<^H
15
.aaflo'j
.07031
3.0331
.»1821
2.8036
1.0692
.OUWl
.944l^H
ao
.asasi
.0(HI19
S-IW."!?
.35412
2.8239
1.0608
.06780
.94tM
^
45
.sairn
.(tfiBfW
2.U.V.I3
.35904
2.7852
1.0626
.06882
.94118
80
0
.34110;.'
.SS7g8
a. Dais
.3Ca97
2.7475
1.0648
.060(1
.giM
n
15
.S461S
.assiw
S.tTO;!
.30H'J3
8.7106
1.0600
.06181
.9MII«
SO
.860£l
.04070
2.S55^
.37388
8.6740
i.oero
.06888
.tow;
45
.354129
.64571
a.fe>j5
.37887
S.6aS5
1.0694
.00486
.9SEU
91
0
.35887
.04103
S.7S0I
.38380
8.6061
1.0711
.06042
.sasa
m
15
.3fl*M
.88750
2.7591
.3gSS*
a. 6716
1.0729
.06798
.vtm
30
.36050
.08350
2.7-.'«.'J
.39301
2.5886
1 .0748
.00958
.980a
45
.37056
.Ot.>S44
8.6980
.30fl:«
2.5065
1.0700
.07119
.ssni
ee
0
.374(51
.a-.i539
S.6BR'-|
.40(03
8.4:51
1.0785
.07282
.92718
M
15
.S78B5
.62I.H5
S.S410
.40011
8 4448
1.0H04
.07446
.aiU4
30
.88«i»
.6178a
«.613l
41421
a.4I4J
1.(«24
.(fXM
.(MM
46
.3897:
.e)3Si»
a. 5869
.41B33
2.3847
1.0644
.07780
9»»
9S
0
.aS073
.601W7
85663
.42447
2.8659
1.0604
-01900 ■■amiH
16
.a»4T4
.00530
2.6383
.43903
83276
1.0R84
.osmmmgm
H
ao
.88875
.00125
8.6078
.43)81
B.2908
1.0904
.OHgM^^^^^M
W
45
.40275
.50725
2.4829
.44001
2 2727
1 0985
.064M^^^^^H
84
0
.40074
.B93-iB
S.4580
.445^
8.2400
lOIMO
. oflsi^^^^^^^l
15
.4107'J
.SSOUS
3.4348
.45047
S.2199
1.0908
.OSBH^^^^^^I
30
.4Mtra
.BM531
2.4114
45673
8.1043
1.0089
flOOOfl^^^^^^^l
45
4mio
.53134
2..H8W
.40101
S.]fl9'J
1.1011
.09186
^m^^H
36
0
.i-aoi
.57738
2.8flC2
.46681
8.1445
1.1034
.09869
gOI^^H
15
AM.',7
.5T»4a
8.3443
.47103
8.1203
1.1056
.09^54
w^^^l
ao
.43iei
.SOW!)
2.3228
.47697
2.0965
1.1070
.09741
OM^^H
45
.43445
.5n,v>5
2.8019
.^an
aowa
1.1102
.09980
^OQI^^I
do
0
,4SAn
-MlC-i
s.sats
.48773
2.0603
l.ll2tS
.10)21
^^^^1
15
.HMt
.55771
2.2610
.49.114
8.0278
1 11.50
.10813
w^^^l
^B
30
44eao
.SMW
2.2li:i
.411858
8.0057
1 1174
.10807
SB^^^I
^H
«
.4501(1
.SlilM)
S *«17
.60404
1.08*1
1.1108
10702
^^^^^1
■ ST
0
*;>!m
.54001
2.J027
.60054
1.96-.'C
1.1228
.11*06
ggi^^^l
15
4-.TW
.54-JI3
2.1840
SISUS
1.941'f
1.1248
.11098
BH|^^|
^H
at!
.4«l7.'i
5a8-.'-.
2.1M7
.58057
l.Stilfl
l.lCTl
1T2W
gH^^^I
^^B
45
40501
.5843.1
8.1477
.62018
1.900T
i 1 - .1
SM^^^I
B SB
0
.40un
.53053
S.1300
5*171
1.S80T
1 ■
wi^^H
15
.4738.'
S-JCOH
2.1127
53732
l.sr.ii
1 1
HQ^^I
^H
8()
47711!
5MS4
2 0957
M2!>fi
1 841«
1 i.:;'i .i'Jii8
^^^^H
^H
45
imiv
.51901
2 0790
. 51802
KK22H
1 I40C
.12887
nii^^l
■ '**
0
i^m
51"il0
2.0«'-'7
.5M3I
I.Sftlo
1.1433
.12638
^^^^^1
•J 01 Wl
50(11 1.1
1.7,'i-iC,
11461
.12750
fi^i^^^l
^H
i.0308
.56577
1 7c;.-.
1 1490
.12904
BTB^^^I
r
ta
2 OIW
.67155
.57736
1.7I0«,
1.73-,'0
1.1518
1.1547
.18180
.18)197
MBflfl
■
.Him
.T. »U
a iXXKl
Htm
1
.^tft-kiit.
r.rt«n.
Twg.
c«...
fBlu.
•
L
*
mail rroi
k
a 1>ottoin of \*%k\« ^VVWJ
TBIGONOMETRICAL PPNCTIOXS. Ifil
I«n».
Sawrt. T>r. Bin. CimIm.
3.0000 .57735
1.0650 .58318
1.9703 .58804
I.9S58|.&(MBl|
1.9416 .OOOeOj
l.ftJTfi .B0081
l.«l 80 .61280!
I
l.*XM
1.8871
J .g740
1.86ia
1.84«5
1.8361
1.8238
i.eiis
1.7099
1.7883
1.7768
1.7655
1.7544
1.7J.-H
1.7337
1.7116
1-6915; 733^
I 6?!? -"S?S
116713
1.1521
1.04S7
1.-334
i.':>«a
1.C153
1,6064
1.5970
1.S803
1.SS06
1.6731
1.5639
1.6587
1.5477
1.6398
t . 53;K>
1.6343
1.6166
1 BO»f
1.S018
1 . 487-J
j.48<>3
5 4595l-940n
J. 4537
1.4461
1.439«
1.4iW»
1.420T
1.4204
.C1HS2
.62487
.0.3005
.637(»7
.6452-3
.64MI
65563
.66188
.60S18
. 67451
.68087
.687-JS'
. e937-J'
rorwi
.70673
.71339
.7n)«»o
-3654
7-4«73
7ti«M-'
707aa
774-JM
78120
.78884
.79543
SOS58
.8O078
.817M
.8«434
.8-3169
.SS910
.84«>6
.65408
.8«105
.864)39
.87698
.884rJ
.89253^
. OIH140
1M.>834
91 63!
.93439
.94896
05739
96569
97416
98370
99131
J:5t^U,oooo
1.79'»
1.7147
1 0977
i.csoe
1.0043
I.(H79l
I.63I0I
l.BliK),
l.tilJOSi
l..Wt9
1.55071
1.55471
1.5399,
1.525.1
1.5108
i.4«ee
1.4806
1.4S87
l.iMiJ
1.4115
1.4'J81
1.4150
Moia
1.3891
1.9764
i.aosB
1.8514
1.83K
1.8270
1.3161
\.9XS
1.S015
i.w&r,
1.3573
1.J460
1.2319
l.Wfl)
i.aiai
\.9>ii
1.1918
t.lSlJi
1.t70fi
1.1606
1.1504
1.1408
M30SI
M-J04
l.llOG
l.JilOfl
1 0918
1.0S18
1.07*1
1.06.S0
1.0538
1 .CH4(
].0«>5
1 .W65
1.0176
1.0088
1.0000
/ <:.v«ui. / r»ntf
1.1547
1.1578
1.1600
1 lflS«
1.1666
t.1687
1.1738
1.1760
1.1798
1.18«4
1.1857
1.1800
1 1984
1.1958
1.19W
l.!»*7
1.9062
i.sooe
1.31S4
l.'il71
l.-iS»
l.-i.'45
i.sisa
t.asa
l.!M61
i.aioo
l.?440
1.2480
1.2531
l.Sira
l.'J605
1.2647
1.3«90
1.2784
1.2778
1.28»J
1.-.SB8
i.-nm
1.2960
1.3007
1.8054
1.310-i
1.3151
1 .3MI
1.3'.250
1.S.W1
i.aw.'
1 .S4rV4
1.iJ4.v;
1.3r,'«i
i.:)6i8
1 .3873
l.»7M9
1,3786
l.liHlH
i.aoos
l.SBfil
i.4oao
I.KW!
1.414-.!
.1S3»7
.18816
.13837
.14aB»
.14388
.14600
.14738
.14965
.15195
.15427
.150(11
.16896
.10183
.16.171
.16811
.ie«>3
.17096
.17341
.17687
.17835
.1908.-
.isase
.18588
.18846
.19098
.1B&56
.19614
.19875
.20ISn
.20400
.90065
.aoflai
.21199
.21468
.217!M
.22012
.82561
.28116
asm
.28«
.2.1959
.a4''44
.•J4,5-J»
.24S111
, 2.^104
. -i'lUT
, 2tJ'.'7
.'JiiWlH
.-2880.'
.27If.:<
.•.i7463
.•27704
.2Sur.8
.2k:I70
.28075
.28»il
.29289
/ r<M*c
.8600!i
.86884
.88163
.BUMI
.88717
.85491
.86984
.85035
.84805
.84573
.m.'wg
.84104
.83887
.8!]6'.*9
.88389
.88147
.82904
.82659
.82413
.82165
.61916
.81684
.81418
.81157
.80902
.80M4
.80886
.80125
.79884
.7W)00
.798.%
.79089
.78801
.785.32
.78261
.77988
.77715
.77438
.7718S
.78884
.7(i(J01
.7«I41
.T57.-j(l
.7.'i471
.r.'jiH4
. :4WKi
.7-itm
.rio-.-,'
.rar-.'H
.:.ti32
.731.15
.72*37
.72,w;
.72-j:l0
.71934
.71(»l>
.7IS-J5
.71019
.70711
8ln>.
60
t9
•8
67
56
6iV
«4
SS
it
il
30
48
48
4;
4U
0
45
30
15
O
45
au
15
0
45
80
15
0
45
30
15
0
45
30
15
0
45
30
15
0
45
30
15
0
45
:»
15
0
4.'>
3"
15
0
45
15
()
45
.*)
15
0
15
;«
15
0
45
a)
15
0
45
30
15
0
(5
30
IB
0
ei^a nroia bottom of table upwmrto.
162 SIATHEMATICAL TABLES. M
LOGARITimiC' SINES, ETC. ■
Pee,
Sine. Oooee.
VbtsJb. Tuiguit.
Cotan.
Oovers.
-1
0
IB.K- ' " •■ 'in.Nee. Iii.Nee.
[nnoite.
10.00000
lo.oooom
1
8.'Ji : O.lB-.Tll H. 34)94
ll.;5808
0 ooes.'i 10.00007(1
3
8.5h- ^ 6.TMT4
8. Maw
11 4569)»
9.9H457
lO.OUOStl 8
3
S./lNTH) n .j^r^i) 7.13687
8.71040
11.28000
0.97665
]g[^M|u^
4
8.&13SSill.l5til3 7.3866;
8.84464
ii.KAao
9.90e«0
"^^^1
6
S.O^OW: 11. 05970 7.58089
8.94105
ii.nsflrtj
9.96040
lo^iRRPI
a
9.01923 10. !»077 7.7Jtt«3
9.ttn63
10.07838
9.95303
lo.oosio 3
7
g.OtWSilU.UIIl) 7.8T-<»8
9.08BU
10.9I08G
9.94S56
lo.nvsb a
8
8.H4M Mi.Ho644 7.88830
9.14780
10,85^20
9.9349-.'
10.004« J
9
9.19433 10.80567 8.0903i>
9.10071
ICSOO-JO
9.82012
10.0053^
10
9.2:!i -V— 1 8.18162
9. ?;-■■.'
•" '-■v,q
0.91717
10 nmm 1
11
9.'.'-' ' 8.-.'«l8
9 -
9.00805
lo.oom ]
18
9,;i:. .- s.s-.mm
9.:,. ■■:
8.80877
10.00060 1
ts
9. ».-.■.. ... ..i.;.|. 8. 40675
9M,.^ri
H'.i>:..i(»4
9.88983
10.01128 1
u
9.383tW lO.HIKiai 8.4?J82
9.39877
I0.li0323
9.87971
10.01310 t
IS
9.41.100 I0.f>8700 8.63243
0.488(6
lo.snos
g gpr).>.l.., r,.^.-,,. |
10
0.M0a4!lO..V)9i,fi 8.58814
9.45:.%
lO..'J4iW
o.K" '■ i
17
9.4«5!Uil0.r,:MU«' B.M(M3
9.4&Vi4
I0.514BC
9.HI. . 1 i
18
9.48998
10.510 JJ
B.68!K;U
11.51 i:s
10.48822
9.83iH. ' .v.tr.;.;u 1
19
9,61SM
io.48;»
8.736jS>
9.5,%97
10.4630:1
e.8u'tf»4|to.(»i3S i
ao
9.SS«»
10.46505
8.780S7
9.56107
10.4«f93
9 (,,SN„l,n „.>-., 1 ^
21
0.55433
10.44587
8.8Ai30
9 58418
10.41582
9.^11, - 1
%
9.ftT35S
10.4a64-.'
8.86ai'3
9.60641
l0.Sd3.t0
9.Ty . 1 1
«
9 .'.BIXS
10.4081*
8 90WM
O.fc.W'i
IO.a7J15
9.'^^^l
.„ „......, 1
■M
9.60031
10 390(59
8.93079
9.64858
10.85142
9.77825
10.03827 1
85
9 BaiBf.
10 37405
8.97170
9 f ^- -
.,> ;-..■,.,
9.78I4r
10.04878 1
ao
9.54184
KI..«8I9
<J OO-dl
<), .
9.74045
:0.(>4«M 1
at
S.fifiTCfe
10.84095 9 03:40
9., .
9.73720
lO.a'iOis (
38
9 07161
10 3-.'83a
O.OaSJH
9.::
.... ..i-i'>.
9.7J!47l
10.06407 !
30
9.68.557
10.31448
9.09823
9.74375
10.25025
9.7II97
10.05818 1
ao
9.6089:
10.30103
9.1S709
9.76144
10.!38B0
0 09807
10.1)0247 1
31
9.71184 10 2RSI8 9.1.54K3
9 77877
10.22183
9,68571
10 itO-M 1
Sii
o.;i43i 10 i75;9 8.18171
9 7Wi70
10.80481
9.67817
10 O^l.-iS 1
aa
9.73CI1 io.ao.Jrt» 9.90m
0.81852
10.18748
0.65831)
III 07C41 t
»
9.74;H10.»S44 9.:a:M
V.Sid99
10.17101
9.64425
10.08143 1
85
9.7^**"" *o -iv'^ " -i^'«.
n cit.>'i
11 15477
9 62981
to OHM ^
m
9 7' " 13874
o.ei5i'.>
I04iua04 i
a7
«.-.. 1.12389
0 OOdOS
in.lK.7B5 1
m
9 ;.N-.,. .'. -.0.-. ... ........ .. .-...^... jii.iOTia
0.58471
10. IffiM' 1
30
9.;»iW,IO ■-'OtlS; 9 8480-.'
0 fiUt«7
10.00103
9.5C900
10.10950 1
40
9 sn'^T „n ,«..,•; 9.38913
9.99381
I0.D7V10
9.55203
10.11576 t
41
0 *■ • 9..W068
e.OH»l«
IO.O60S4
9 53048
IO.121M8 1
«
O.X ■ 9.409«9
9.96444
IO.a4.W6
9.51900
lO.lSKOa 1
U RTti, , ... ^ 9.«ni8
9 969)!*!
10090S4
9.60843
10.1S.V<T 1
0.8417i
10.15828. 9.44818
9.98484
10.01516
9.48479
10.14307 1
9.A4M9
10.15052' 9 48671
1000000
10.00000
Tangent.
9 46A71
Venin.
10.15052 t
Coatn*.
SecMiL 1 CoTcra.
CoUb.
C09WS ,1
4
1 Wrom 4S' to Oo« r««d ft-om bottom or table »wM
SPECIFIC OUAVITT.
MATERIALS.
THE CITEMICAIi ELEIITRNTS.
Vbe Common ElemontB (42).
^^
M
So
Xlme.
II
i 41
Aluminum
<#
6«
27.1
F
iliUinony
IMA
Au
Aiwnic
T5,l
H
hriuiii
is;. 4
I
esmimtli
201. 1
Ir
Biiniii
10. '.1
Ke
Biouiiiie
79.9
Fl.
r«ili)tinai
lll.D
Li
C«ldimi
JO.l
Mp
CKrbon
I'i.
Mil
Cl]l.,riae
S-S 4
Hit
Itniiuium
M.t
Ni
OMMit
59.
N
Copper
63.«
O
Name.
Fluorine
Gold
Hydrogen
ICKlillL-
Iriiilum
Imn
Liihlum
MH^esiuni
.Maii^raDeiie
Mercury
Niekel
Nitrogea
Ozygeo
^
OJi
9Ti
1^
~i
St:
^'i
<^
g«"
10.
P.I
197.2
p
1.01
PI
lai.s
K
19). L
Si
W.
AK
2*1.9
N«
7. in
8r
34. :l
S
55,
Rn
30">.
Ti
58.7
W
H
Vo
10.
Zu
i.'hu rtf many ot Ilie elemcnm vary in the d<H-lmnl placrt as
:,i niiHiorllit'B. 1 lie aljove ni f llir most rofeni values re-
iiiil II = I.(IU8. Wlien H is lukrui as I, (i = \h.K'i. niid llis
hmiti me dlinliilahed proportionately. (Seui/uur. Ani. Chem, due,
The Rare Elenicnta (27).
,Cb.
urn, D.
.E.
1.08.
|Bn,Qe.
INclflc efi'avitT <^'^ S' Biibi^tBDce is its weight as compared with the
if an nqual Imll; •<( pure wattr.
nd ta« apeclflc (gravity of a subatance.
veiglit of body iu air; w = weight of body subuierged in water.
OliKMiiinu. U.
Indium, In.
I.niilliniiuiii, La.
Miilybdenuin, Mo.
Ni<>biiili1. Nb.
Osmium. Or,
Rliodiuui, R.
Rubidium. Rh.
Riitlifiiiuiii, Hu.
Sainnriiiiii, Km,
Scajidiiiui, Sc.
Se-lenlutn, 8*.
Titiiialiiin, 'I'o.
Telliii iuiii, Tu.
Tlinlliiim. TI.
Tliuh'iuiii, Til.
Ui'ivuliim, U.
yneiijluiii, Yr,
Ytlriiiin. Y.
ZlivoDium, Zr,
SPECIFIC GRAVITY.
Speciflc gi-avity = -
ir
substance be lighter than the water, ulnk It by means of a heavier
re. and deduct the weiehi ot the heavier milistance.
If-Kravity deteriniimtions are usually referred to tbestaiidnrd of the
if wal-r nt ei° K.. tW.3So Iba. per eiibio fo.it. Sotne expeHiiieiiterg
■d 60° F. as the standard, aod otliera 32° ttiid 39.1° F. There is no
agreement.
ap.ffr refcrre,! to tracer at 39.1' F., to reduce it to the BtanUftTa
llUptr it bf I (HVJt'.
'i Ei "'Oj','^' ''^ 'r^'^''^t ffi." F.. to And Kcit'tit per cubic tt.oV mwV
Ptrrcubicinch multiply by
r
f
64 ^ MATBBIAL8.
Welgbt and Specific Oravlly of JVIetaU.
Alutninurti ,,,
Aiitiiiiony
Bisuiutb
^^ Brass: Copper + Zinc]
B TO 30 [..
■ 69 40
H M SO J
BroDze
Cailmluin.
CalciiiMi ...
Clironiiiiin.
Cobalt
GnM, pure.
Speciflo Gravity.
KaoKe acoord-
ing to
BevenU
Aiitborititij.
Copper.
Iridium
Iron, Cast
" Wrought
Lead
BlaiieanMjie
Magnt^Hiuiu....
( S-J"
Mercury -^ tlO°
I Hi*
Nickel
Plalinum
Potassium
BUver
Sodium
Steel
Tin ',
Tliaoium
Tungsten
Zinc
a.iiO to S.Tl
6.06 to 6.86
9.74 to 9.90
.8 to 6.6
8.Sa to B.H
8.6 to 8.7
1.58
G.O
8.5 to 8.6
19.345 to ]».861
8.69 to S.W
to 23.
to 7.48
to 7.9
to 11.44
to 8.
to 1.75
to i-i.es
13.r.8
to 13.38
8.;>79 to 8.93
80.3)1 to iS.(n
0.86S
10.474 to lD.su
0.97
7.69* to 7.1]88t
7.S91 to 7.409
fi.3
17. to 17.8
0.80 lo 7.ao
88.88
0.S5
7.4
11.07
7.
1.69
13.6U
13.87
Speclfle Qniv-
Ity. Anprox.
Mean Value,
used in
Calculation of
Weight.
2. 07
6.76
9.83
re. CO
8.40
8.86
U-30
6.8S3
8.6«
19.i»8
I900.»
6.es8
o5i.
1396.
7.818
4.'iO.
T.ro
490.
11.38
7(».7
8.
49».
1.76
I0«.
18.68
849.3
18.68
846.8
18.38
a34.4
8.8
548.7
SI .5
1347,0
10.806
SM.l
7.8M
48B.6
7.3CO
4U.S
7.00
430.6
• Hard and burned.
t Very pure and soft. The sp, gr. decreases as the earl>on i& Incr
In the nrgt caluiiiu of njjjures the lowest are usualls' lh>.>«e nf ca»t I
which are more or less porous; the highest are of metala Hneljr •
draiTD Into wire. ~
Sp«elllc Grarlty of lilquldn at 60* V.
Acid, Muriatic 1.200 Oil, Olive
•• Nitric 1.217 " Palm
" Sulphuric 1.849 " Petroleum
AkM>boI, pure TW " Rape
" Kpercent 810 " Turpentine
60 •• " 9W " Whale
Ammonia, S7.0 per c«nt 891 Tar
Bromine 3.97 Vinegar ,
Carbon dlaulpblde 1.26 Water
Ether. Sulphuric Ti " MMt
OU, Unseed 94
Oomprevilon or the ToIIo^ivInK Flalds under
IS Iba. per Square lucb.
H'afor OOOOUMVi 1 F.thf-t ...
Alcohol . . . u^^ . s . . . jOOOOiW I MevcttT|
TlIK LSKFIL METALS.
raoPEBTIES OF THE CT8EPTTL niBTAIiS.
nlnaiUt Al. -Atomk- weight 27.1. Sppciflc Bravitj 2.6 to 8.7.
Iitfst <jt iili ihc useful zueiair< except mnenexiuiii. A sotl. ductile,
)lie DifUl. ui' a wbico c<)lor, approncliinj; silver, but with a biulRh cast.
UKorrosive. Tenacity about one thiol tiiat of wrouuhtlron. For-
irare metal, but »iuce 1890 it« prixluclion and use haw fcreatly in-
loa account of (lie disooverv of cheap procensea for redueine It from
t Melts at about 11 ()0° F. For further descri|>tluD see Aluniinum,
te»tieili of Materials.
llBloni' (Scihitinii, Sb.~At. wt. 1-20.4. Sp. gr. 0.7 to B.8. A brittle
of II Wiiisli white cnlor ana highly cryslalHne or laminated structure.
Uf*i° F. Heated in the open air it burns with a bluiMh-ivhlte flanir.
Mntp ill for the manufacture of certain aJloys. a.« type in>-tal lanii-
1, tead 1). britanoia (autiraony 1, tin 9), anil various unti-rrifiion
si*e .Mlors). Cubical cjtpatiBlon by heat from Si" to Hi* F., O.OOTO.
Sf ll.-AI. (fill
intith, Bl.— At. vrt. SW.1. Bisiuutb is of a peculiar llt;bt n-^ldish
.bishlTirystalllne. and «!> brittle that it cau readily »>? pulverin-^l. It
I •1Mb" F.and boils at about ^UW F. Sp. gr. 9.S33 at .W F., and
IjuHpiboTe the meliing-poiiit. Speoifli' heat about .ttiOl at ordinary
--• I '...fnr.-ient of cnl)icnlexpan«ion fromSaofoi:-'", IXKHO. Con-
about l/.'se and fur electricity only about l,Hiof that of
stretiRth is alM)Ut fi-UlO lbs. per !iquar« inch. RiKiiuilh ex-
-■''■]■!;;. and Tribe has shown tliiii thin expansion does not l«lce
!™iu.'ti-r soljdiflcalinn. Bisinulh is the most diamagueiic element
•".«!jl>«re ijf it being repelled by a makruet.
■itnlnoi, C4.— At. wt. lis. Sp. Kr. 8.6 to 8.7. A bluish-white nieUl.
"iUkfllha BbrouB fracture. Melts below SOO" F. ami rolaliltjiea at
mVF. It ia used a.s an ingredient in some fiiBible alloys n'lth lead.
>«il ' Ismuth. Cubical expansion from 32" to 212" F. . O.flOOl.
*fP»r, €u.-At. wt. C-V2. Sp. gr. 8.S1 to 8.95. Fuses at about 19ao»
"Wlng^uijtii'K; from all other metaU by Us reddish color. Very ductile
(Mllwljle, and its tenacity is next to iron. Tensile streufrth 20.01X1 to
"* persqua™ Inch. Heat conductivity 73.0S of that of silver, and Bii-
^l»l!iat of other tneials. Electric couducllvily equal to that of ifold
•"•W. ExpanBlnii by lieat from .fi" to aii" F., 0«»1 of li.s ToUime.
Melieat.993 (See Copper under Strength of Mat*rial»: al.so AIIojk)
•M (iiirumi. Au.— At. vrt. 197.2. Sp. pr., when pure and preaseil in P
^Jl Melts at alxjut 1915" F. The most malleable and ductile of all
* Ooeoiince Troy may be beaten so as to cover tflOsq. ft. of surface.
"Wgt) thickness of ^old-leaf ia 1/282000 of an inch, or 100 »q. ft. i>er
*■ Wi-Rraln may be drawn into a wire 500 ft. in leneth. The rtnclil-
'"tro.Vfd by the presence of 1/2(X» |Mii-t of lead, hismulh, or an iiiKHiy.
iilan'leued'by the addition of silver or of copper. In U !S. sold coin
'•"SOirarl.u nold and 10 parts of alloy, which is chiefly co(iiier with a
'Dfrr. By jewelers the OuenesK of Rold in expressed iu carats, puru
Mii(;-il carats, three fourths line 1« cariits, etc.
Jumii.— Iridium is one of the rarer metals. It has a »lilte lustre, re-
™(i that of ateel ; its hardm.'ss is about equal to that of the ruby; In
••liitisqiiile brittle, but at a white heat it is somewhat malleable. It
!af the Heaviest of metals. havinK a specinc Rravity ot 2J.iJW. It Is ex-
')r Infusible an d alinoiitabfolutely inoxuluable.
iss of iridium, methods ot manufacturine it. etc., see paper iiy w. u.
roft ttiB" Iridium Industry," Trans. A. I. M. E1H81.
■ (Ferrumi Ke.-Al. wt. EC. Sp. Kr.: Cost, e.FS to 7 4S: «r.>uKht.
7J. Pure Iron is extremely infusible. Its meltloit point Ix-inK above
I
IllB. Cast Iron exposed t.)Oo.iLinued heat becomes r.r'T"'""' >_'''^,
I imo 3 per ceSt of its lenulh. Orate-hars Mumld t'ft^r'^^ l«-
) -.;:.„, , ,,„r cent play. (For other properties see Iron and Btcei
,;'i*',.''pb!-,U. wt. 206.0. Sp ^.- 11.07 to 11.44 by dUIeveut
. .., ..AiJi at abouf OST,' F., softens and becwnea pasty aX. ^*^^^
itbrvkca br n sudilen hlovr ahca just lif low the melliuis poVnt W. »
iuJg and the fracture appears crj'slalhiie. Lead is very marte&uw
IGG MATERIALS.
Welefat and SpeclOc Gravity or Btonea, Br
Cement, etc.
Pouuds (ler
Cubic Foot.
Agiibaliam. .,
BriVk,.Sort
Coinnion
•■ Hfti-d
" Pressed
" Fii-H
Brickwork in mortar
■• oi-ment
C«inent, Roseatlale. loose
Porcland, "
CUiy ...
Concrete
Karth, loose
raiiuuetl
Emery ,
Glass ,
" flint
Gneiss (
Granite f •■"
Gravel
Gypwnni
Hornblende
Linie, qiilclc, in bulk
Liin«>slane
MaBncsla, Carbonate
Marble
Masmury , dry nibble ... .
dressed .,
Mortar
Pitch
Plaster of Paris
QuarU
Sand
Sandstone
Slate
Stone, various...
Trap
Tile ...
Soapstone
1.44 1«1
3'.S tt«
Sp««lfle GrtiTltr ana tVelght of Gaaea
PrcMure and 32° P.
at At
(Fur other teiiipvralurt-s and pressures see pp. tSti i
Air
Oxyuen
flydrocen
Nitrogen
("arboiilr nxid^. «Vt.
CH.,
1 Density,
GramnieB
Lha.per
Cu,K
■
Air = 1.
p«r Litre.
1
1
J.ODOO
1.8911
o.ttafm
MII51
1.4SVK)
0.08KU
^
o.oaas
0.08987
O.OIRIil
0.0714
1.9S61
0.07849
1
D.D6T4
1.%1
O.OT«tO
i
1.IK90
i.»:t
0 law
c.seoo
O.TID
U.0I4(I8
1
0.DHI7
l.«7»
o.orMS
J
HEASURES XXD WEIGHTS OB TAEI0U8 MATERIALS,
.1^4
L-Uic liettt .096. Eleolric conduccirlty 99, )ie«t condiicUvily 80,
; too. lis principal uses are for coaling Iron surfuces, GiUled
Dg," and for makiiii; biiiS!* and other alloys,
Table Showing tbo Order or
lea1>Ut(r. Dactllllr^ Tenacity. luniHlbUJty.
Cild
SUTcr
Aluminum
Copmr
TiD
liMd
Zinc
TIatloum
Irou
Plalluuiti
Iron
Silver
Copper
Iron
Aluminum
^oFr"-
Plalinuin
Silver
Aluminum
Zinc
Zliiu
Uuld
TId
Tin
Lead
Lend
Pldtmuiii
IfuU
Silver
AUiminum
Zinc
Lead
Tlu
rL.E AND T.^HKiE FOH <'AL.< I I. ATING TUB
rEIUHT OF RODM, BARS, VLATKti, TrBEM, AKD
|PUER£S OF ]>IFF£BENT MATERIALS.
An: 6 = breadth, I = thickness. » = side of square, d = external
",<!) = liiltimal diameter, all in inchns.
1 ireas : of £((uare t)ai-a ^ s'; of flat bars = b<; of round rods =
f tubes = ,T854(dJ - d,») = 8.14U)(d( - <«).
eofl foot in length : of sqiuirf; bnrg zz V-Im*; of flnl bars ^ Mbt; of
' ■■ D.4848d'; of tnlj«s = 9..4»48(rf« - d,') = 8r.69»;;idr - f), in cubic
lit per foot lenetb = volumf x weight per cubic inch of the material.
• oMiiphere = diam.* x .5iiS8 x weight per cable Inch.
luerlit
^4i
Ill' %U
m
40.8 3.4a'
7.218 450
7.7 ;4«0
7.854,4M>.6
11.88 TOg.fil 5e.l4.d.Sx>
S.6T 'il«6.5l lS.g<l.lSii>
i.OS {163.4 lS.S]1.18s>
0.481 30.0 S.&lO.Sls>
46.
43.6
3.883«»
It
3.8.33^d
Mht
.lUW
.13M
.31b(
.2604 IB-16
.2779 1 .
.l»aJI.09
.3105 1.15
.3039|l.09
.41011 l.^S
.«HWU..'Ur
. 094 r. 0.94
.0174 1-16
Hi
ill
a.454d»
i. 61 fid'
.854(f
a.H70d>
0. ootid'
,136Sd>
,14.Vid»
.14H4d>
.iaT3d»
.1586d»
.SlMd*
.tWMd*
0.89Iff';.0495d»
O.Iftld' .0091d>
(tnbofi uae tlie coefficient of d' ia ninth colnnm, as for rodx. and
!■ It into (d* — d]'); or take four timeh tliis eoeftlcient and multiply it
' hollow splierea use the coefficient of ri> in the last culumn and
ttplyit iDio(d* - d,').
KTEAStTBES AND WEIOHT'4 OP VARIOUS
niATERIAIiS (.tFI'ROXmATE).
-Brtckwork.— Brickwork is e^timulcd by the Ibouiuiiid, and for various
wkoetsea of wall runs as follows:
SU-Iq. wall, or t bricic In thickness, 14 bricks per superficial foot.
I^ 1V4 81
i\% " " •' SW 88 " " '• "
tn ordioa/y t>r/et measurea about 8!4X 4Xi inches, which Is PQUtt\ \0 <6
^lelnchea. or se.S bricks to a cubic toot. The average weljiM Va 4V6 \V».
170
MATERIALS.
Foel,— A bush#l of bituminous coal weigbs 70 pounds aud contalu* 1
cubje tucheH = l.SM ciilile feet. '^A' Inishfla = I RroNS tou.
A Inieliel of cokr wcielis *) lbs. (S.'> to 12 llw.l.
Oni* aore or biLuiiiiiiuus ooul lOtiluius lOUU long of 'JHiO lbs. perJ
thickness of cool worked. 15 lo '-15 ptr ocnt iiiuiii be U«duct«d for |
jiiiiiiiiK. 'I
11 to I'l ouliic ft^t bItumiiKiuM coal niieu lirokfii down .... = I toOiil
{Mto-ll ■' ■' anlhindu*, preiNHeil (or iriftikrt — =11
123 " •' ofehRicoal = I ton
T0.9 •' '• '• coki' =1(om;
1 t-'illilu fniit nraiilhraeiie coal liwe also pa^e6iii) =551
• tat
bitiiiiiiiioiiii
1 " " Cumb*rlanJ coal .. .
1 " " Caiiiiel ccial
1 " " cltatcoaUhardwood).
1 " •' " (pine) _
A bnabcl of charcoaJ.— In IRS) ilic Ainnrican Cburroal Ironl
fiti* ANsiociKiion aitopttfil for ii»ti In its ofHcial piihliontionK fi>r-tlie sfan
liiislitl of charcoal JViH cubic iui-ln-s, or -■(• pnnnd«. A Ion nf cliarcoaJ lljf
bu lAlcen at 2000 pounds. This tl^iii'L' of M pouiidi^ to the bushel was I
U8 a fair «verag<'or dillfreiii buhljels used Lbrcmghont thu country, I
htm Hiuve been egiabli^ht'd by law in some Stales.
Ores, Barlha, etc.
13 cubic feet of ordinary gold or silver ore, iu iiiloe =1 ton = aOOBJ
SI) broken quartz , = ] ton =
18 feet of gravel In bank
i7 cubic feet of gravel when dry .,
str> '' " " sand
18 earth In bank
■j7 ■' " " " when dry
17 " '• " claj
Cement,-Engash Fortland, sp. frr. 1.86 to l.Sl, per bbl . . .. -100 to 4W
Knsenilale, U. B., a struck bushel (M to
lilme. - A Bi ruck bushel 78to
Grmln.— A Btruek bushel of wheat = 60 lbs.: of corn = 56 IbiL; of
an Ills-
Suit.— A struck bushel of salt, coarse, Syracuse, N. Y. = SCIba.;
Ixlniid = 70 to HO IbK.
Welebt of Earth FtlllDg.
(Kroin Howe's " Retaluiug Walls.">
Average weigbt
IbB. per cubic fool
Earth, com moo loam, loose 7-<! ti< 80
'■ " " Bbukeii.. 8310 !W
" " " rammed moderately 90 to luo
Uiavel flOtolue
Sand 80 lo K*
Soft nowlng'mud 104 to 120
Band, perfectly wet 118lolfi9
COmSIEBCIAIi SIZKS OF IKON
FUl8.
BASS.
Width.
Tliickneas.
Width.
TUckneM. Width. Thi(
W«ol«
U to 134
klol«
Wtol^S
8/16 to 194
k'oli^
a lo a
4
0
7
iiot
toi
tot
toi
I toll
tot
to
WEIGHTS OF WROUGHT IRON BARS.
n;
[I ^ to IM 'nches, advancing by l«ths, aod 1% to S iocbes by
I S/16 to l}4 inchdf, advancing by I«h^ and I^to S inches by
Hiiidai T/I6, H, %, 11/10, «. 1. H», 114, !><, j«, ginobea.
met 91 lo lU ini-htra, anvancin); l)v 8ih8.
W X M. « X S/16. « X as. ?i X '/lb iiiLh.
T«l« t « X «, >6 X 8/33. ?4 X 3/16, Js X 7/88. IW X «. I« X H,
edffe tttLtrnt IMi X ^. I9j X M. 1}^ X ^Inuli.
>v '" 'i* iiiOies, advaiicitiK by eiljs. 7 to 16 B. W. gai)ir)>.
i;Ji»-s, Aiiriinciti^ by -libs, 7 to 16 gaui^ up to 3 inclieH, 4 to I*
!> iD^'Jies.
ffTS OF SOITABK AND ROCIVD BAR!* OF
IT IHOIW TiV POVBIDS PKR L. IN UAL. FOOT.
Iff 480 tbs. per cubic foot. For steel add i per cent.
e^
75.04
77.40
7U.1U
(<l.l)0
8--M-8
84.00
86.5(1
8H.15
90.:J6
ua.sit
98.a
1(M.S
100.4
110.6
1M.8
iis.a
lira. 7
]«.3
132.8
i3T.e
14W.4
147.3
isa.a
157.8
]&.>.«
167. 6
17K.
1H9.
5.W.4
•iVi.\
•J24.0
sao.s
;!48.B
201.8
27.5.1
2SR.6
!Wi!.3
:il6.8
.131.3
art-..
MATERIALS.
^|iffisessss5s=?gs2a8aaxi?iss35ssv-ia
^^ '-N 5JOT T «o£-^x a»c ^ ?*«^«B'iece'i-oees cJ — 7» 97 -!• tf;« w
■- 04 02 TT 4D lA ca C^ OD a C3 O M 9* OS «r >d iO ^ t- OCJ Qi o c ^ w n <s
* i-t ^ ?« fJJ « ■*' TT lO lO ^ 03 t» QC 1» ci Q C O ^ 7» « C^* £C Tjl *^ O C W
S!
r« fM 91 9> 30 OQ V ^ O iA qS* (9 I- (* C- 00 (£ O^ A d O '-^ — ?( C*? 9? 93
' ^ ^ ^ 71 5^" ^" fl?" ?5 -^ -f ^ ,;; iO iQ qj :© ^ t^ iJ a; gc go ai a oi ^ qI j
X
' rA r^ T^ oi Si oi 95 'li n-n' -v- -v ta >d id *n ^ td <a t^ t-^ t-^ -x. ia9i
* ^ r^ 1-1 r^ ct « cj M «' w ?: m '^ ^ ^ -* i^' td *.'? JO o to e t-i i"C i>jj
T-irn ?-i 1-. ■i-i SJ CI t» S* ^ SO ■?; 9> « B^' TP -^ ^p TT ifi *a « lOlOAl
/to 0 o a? «
to«o<pcotAqeiOi-« mJ
■i- /j^=i -^i^;:^*i»;i^:, :m^m«i«d»4
^
s
I?
^
?
WKIOIITS OF FLAT WliOLGHT IKON.
r •* la «c •
«-•« »C t> C9 -^ pf «--' C
SS8855SSSSS2fi«S?82SSS?8e$8
:;£lJ5S53aSS'-;iE?<§SS?S2SPSS?2g
SSi^8SSr3S9RS^i.^S;^SS8S8S8SS
-»»"««» «^»2d?!2S2SS8??SS8SS sites
-«'«>*«'^'^»2r2i£ei:2»iS?!S3e3SS
2S?SSa8i:w^Si'3gS2?;SS?;S?.88S5
— ■««5'» « »i-ooo> = jj »j ;» « w 5; g ^ 55 g5g ji jj jj
S$2t?;?!:3SS3?SSSSSBS5S8Si:83
-;««•» «i » t^ «■»■ = pw« 3 «« 2815 sis SsS
-O S3 „«5
I
§ 8SS8
? X
o
? 2i|«55
o § c o
••s.
£&
t<3
MATfiKIALS.
^|iSfeS«Sgg5S?fS£S5S35?RfSt:fS{SS{?Jltr:i
' .-^ ;i eo -r lo !D t* ot o> o •- ?» w ^ 119 rf! «D «- X o; c ^
8^!:S35s8g£Sn:SSSSJ:SS£r:S^SV.
C^3^"S3&SS£SSSSS?^St3SZS;?&^SS8si
r^««WVlO(Oi-l*SDC»00--WP3'«P'^*C»e-l--gOCS
8s;5l
5: §?ss3?55sgssjS;'K?ssa?2SESi;5h2gss?!
— .C^'?l^9'T•'30«^'«x^oe-^5*er;e■^^^/^«=*e*-x, gc^
5<
ViVi M sios "J" •• 10 «» e l-asod oi ei »«> — N 5» « oi ^^ -r del
s
ss
Hg?a2ggsgs^?:2'-;J6S?§?5S2St9=5aE5
sii«»SSSSS3riSiiSSSS3SSSSS»
^^MOi9«OQeQa;mv^^iOM?iOiotB04O
« «0 .« _<o
-B— 5
w^ ^ •^ . . J
^
*
s
k
h
WRIGHTS OF FLAT WnODODT IRON.
SSzSS5SSgaSSS8Sg8S8SS8SS8
•• W *C C- O »• CO in' 'is X O « -T W CP 5 <9 (^ *" **"• 3? -• ^ ^5
eS8£SS8USSgSaS8SsSSS;S$»!DSI?'<£8i8
5sas85sasst;3:sgss;;s;Si?ggB28
3$2t:;s§aS!$i;ss;^S-3!=-i=5S8St:S8
n^
1 ^y (3 ^s ^3 ^ ^7^ ^
1
88es
5
s
x1
K --?«
- ogoc
•g. «5ji^
In
I
»<§
^fl
H^-74 ^^^^ ^^^^^^
^L WEIGHT OF IKON AND STEEL. 8BRKTS.
^B WeightB per Square Voot.
^"^ (For weights by new U. S. Standard Oau^e, see page 31.)
Tlitcknesa by Blnuinghain Qauge,
Tbickiiess by ABierii-nn iBrows
Sbarpe'8) (iuuge.
Thiclt-
Thick-
1
No. of
ness In
Iron.
8t«el.
No. or
ness In
Iron.
8t
Oau^e.
lacbea.
GBUge.
iDchea,
18.40
"t
OOOO
.454
18.JB
IS.iSS
0000
.46
ooo
.439
ir.oo
IT. 34
ooo
.4006
16.38
14
00
.88
15.30
is.ao
00
.3048
14.59
M.
■ "
.84
13.00
18.87
0
.3240
13.00
It
■ 1
.a
13.00
la.SM
1
.8893
11.57
II
B »
.afti
11. sa
11.59
3
.8576
10 30
wl
■ 3
.259
10.. ?8
10.87
3
.2804
9. IS
«.l
■ 4
.238
i>.5a
9.71
4
.8043
8.17
JJ
■ '
.S3
8.80
8.98
5
.1610
7.28
1 <
■ 0
.203
8.18
8.38
6
.1680
6.48
a
7
.18
7 20
7.34
f
.1443
8.77
1
8
.1C6
e.tx)
6.T3
8
.1286
5.14
?
«
.148
5.0«
6.04
9
.1144
4.S8
i
10
.134
S.S6
6.47
10
.1019
4.06
,1
11
.18
4.80
4.90
11
.0007
8.68
IS
.log
4.36
4.4&
12
.CI80H
8.33
IS
.<m
3 HO
3.8U
13
.OTIW
t.tss
14
.083
8.3S
3.3»
14
.0641
866
u
.078
8.88
8.91
13
.0171
8.28
— "
.066
2.60
2 6.^
J8
.0«08
s.ot
B 17
.0S8
S33
2 .^7
17
.0453
1.81
■ 18
.040
1.96
8.0(1
18
.ftWS
i.ei
■ 10
M-3
1 68
l.Tl
19
.0&%9
1.41
^ SO
.08*
1-40
l.-ta
30
.0320
1.28
1 21
.032
1.88
1.31
21
.oaai
1.14
K ^
.OM
1.12
1.14
no
.oafa
1.01
■ 33
.<W5
1.00
i.ua
s
.0226
.904
V ^4
.eriS
.83
.898
84
.0201
:??J
~ as
.08
.80
.816
25
.0179
as
.018
.72
.734
86
.0160
698
«r
.016
.64
.653
27
.0142
.S«8
28
.014
.S6
..i71
88
.0126
.»M
89
.013
.53
.530
2S
.0113
.458
80
.018
.48
.490
SO
.0100
.400
81
.01
.40
.406
81
.0009
.330
Si
.009
.36
.387
as
.0080
.880
88
.008
,82
.*»
83
.0071
.l»4
84
.007
.28
.286
34
.0068
.«5S
■ "
.008
.20
.804
36
.OOM
.884 r
^F Iron. BtoeL
^H Spi?<*iflc KTKvifr . T.T 7.854
^V Welglil iwr cubic foot 480. 481.8
Inch ?778 .S833
•hen? wv IPItqv (omifs )n ii»<- HKI.>rin(f from i>iich other, ami ennl
^^ •» ■ 'II «tKvilit-<l cauKi*. iistlii- BiniiiaKtuun,«r* niiti
|M
^^K ••c'tiircRii. oiilf r* tor »heeiA ivuJ ^\t<«. (Ikvwfl
■
^B jp rool. or the IhlcVmean In tUouaWo&Ua^^H
IIP AXD WEIGHTS OP STRUCTURAL SHAPES, I'^fl
pB ANO WEIGHTS OP 8TBCCTUR.4L, SHAPfiS, H
Imam aad KlBXlinuni Welcbtii and Dlmen Ion* ot ^U
Cariieeie I-Beama. ^H
STEEL, BEAMS. H
£ei
Weight per
Foot, in ItJB.
Flange Width.
Web TWcknesa.
Increase ot
Web and
FlrtiiKcK for
f-? c
Mat'b Ih. jn-
s^-
MiD. Ifax.
MlB.
Haz.
Min.
Max.
crea.se of
weight.
M
80 00 lOO.OO
B.OS
7JW
.BO
.75
.0128
SO
80.00 lOO.OO
TOO
730
.60
.00
.015
ao
84.00 73.00
0.8S
6.41
.60
.66
.015
IS
80 00 100 00
6.41
6.70
.77
1.16
.020
15
60.00 1 7?.00
601
6.34
.64
.84
.(SO
IS
60.00 69.00
6.75
&.»8
.45
.63
.020
IS
41.00 49.00
5.60
6 60
.40
.66
.020
12
40.00 5fl.70
6.60
6 91
.38
.80
.025
IS
3d DO 30.00
6.26
5.42
.85
M
.025
10
SS.OO 40.00
5.00
6.21
.37
.58
.029
10
25.60 : 3> 00
4.75
4.«4
.32
.51
.029
27.00
83.00
4.75
4.se
.81
.51
.083
SI .00
20.00
450
4.66
.87
.«9
.088
S».00
87 00
4.60
4.68
.87
.tt
.087
Ifl.OO
91.70
4.«5
4.39
.85
.89
•OST
20.00
22 00
4.25
4.33
.27
.30
.048 m
15.50
19.00
4.00
4.13
.23
.38
.048 ■
16.00 SO.OO
3.63
883
.26
.48
.049 V
13.00
15.00
3.60
3.60
.•IS
.81
.049
]«.O0
]S.00
3.13
3.31
.2ii
.44
.069
10 00
112.00
8.00
3.1!
.23
.33
.050
10.00
13,00
2.75
2,97
.24
.46
.074
7.50
9.00
2.63
2.71
.20
.HI
.074
«.00
g.OO
9.18
2.33
.18
.83
,074
tmn. Strel. V
iweig'ht in poirndi per foot, to find seel lonal arca-i- !H^ a. 4
" " X 0» .Wtl
9 sectional area, to And wrigUt in lbs. per foot k 3^ 3 4
" lbs. per yard >i 10 10.8 ■
dmnnt and mnlmnm 'tVeight* and Dlmeniilona ot H
Carneele Deck BeaniK, H
STEEL. H
, Beam,
Weight per
Foot, Iba.
Flange Width.
Weh
Thickness.
Increase of ^M
Web and ■
Flanges per ■
lb. in- ■
lachet.
Min.
Max.
Min.
Max,
Min.
.as
Max.
cieHSP or H
welKbt. H
10
87.23
a.'i.TO
5.3S
6.50
.63
■^ 1
«
ss.&a
30. (10
4 91
5.07
.44
.87
.082 ^
8
ao.15
•J4.48
5.00
5.18
.31
.47
.087
7
16.10
23.44
4.S7
5.10
.31
.H
.04»
J • y
is.ao
) ia.se 1 4.38 1 J.M
.«8
.43 .04» __
- ^
■
Jj3
MATRKIALS. ^M
I
WEIGHTS OF STUKE. BLOOldS. ^M
H Soft stee
. 1 cubic inch = 0.284 lb. 1 cubic foot = 490.73 II*.
1-
Lengths.
1
1"
6"
W
164
18"
245
387
SO"
400
88"
491
«"
48"
64"
788
60"
818
■1
IS" X 4"
13.63
83
B78
654
11 X 6
IS.'iS
113
SS5
838
450
563
679
788
soo
1013
lias
m
■L x5
15.63
94
188
281
875
469
S6S
656
7S0
848
987
m
m.4
la.sa
75
ISO
SS5
800
375
450
68S
eoo
en
780
m
■ xr
19.88
130
889
m
477
596
715
835
9S5
lori
■ xB
ir.oi
103
«04
807
401»
511
613
716
818
9-.'
H xS
H.iO
6S
170
KS6
341
426
611
606
689
m:
K x<
11.38
6S
186
a»
273
341
409
477
616
614
ua2
a
■ x»
8.K!
51
103
158
204
2SS
806
898
409
460
6U
M
T x7
17.89
107
ai.'s
323
490
697
644
751
859
006
1078
IK
X 8
15.34
92
184
276
366
400
652
044
736
828
0»
toi
X 5
Ig.TB
77
153
280
807
888
460
687
614
090
787
m
x4
10.38
61
133
184
845
aor
868
429
490
5S8
'Hi
1
8x8
18.18
109
218
327
436
S4S
66S
764
873
982
lOjl
■
X 7
15.9
05
191
286
882
477
672
668
763
839
■
X 6
13.68
8S
164
an
327
409
491
678
664
788
Blfl
■
X 5
n.SB
68
136
805
278
811
400
477
«4<
614
■
X 4
».09
95
109
164
218
278
827
882
486
491
S45
«
7x7
IS.99
83
167
asi
334
418
E01
ses
688
7SS
en
!
X a
It. S3
r^
143
215
286
358
430
601
573
644
716
9
X $
».9l
60
119
1T9
238
ase
858
417
477
536
&W
•
X 4
7.6a
48
96
H3
1»1
389
988
884
382
490
477
n
X 3
5.S6
36
72
!«■
143
179
214
8S0
286
322
888
m
e»xG>ii
12.
78
144
216
288
360
482
SM
676
648
720
n
X 4
7.88
44
89
1.13
177
221
866
sto
354
890
443
0
6x6
10.22
61
128
184
845
807
388
499
49U
551
613
m
X S
8.M
51
102
158
sot
ess
80?
8B8
409
460
BII
m
x4
8.88
41
82
123
164
S(M
845
888
327
9138
408
•
xS
3.11
31
01
92
128
1&3
184
214
345
276
807
u
W«x5!4
8.M
52
108
155
906
ass
300
861
413
464
516
a
X 4
U.2S
87
75
112
150
188
825
302
300
*r
375
6 X S
7.10
43
8S
138
170
213
256
299
311
<se\
426
i
X 4
5.68
34
«S
103
186
170
205
239
273
807
341
4Mx4H
5.75
35
09
104
138
178
207
243
276
811
MS
9
X 4
a.ii
31
61
n
123
153
184
215
246
270
897
n
4 X 4
4.M
27
6S
83
100
186
164
191
219
248
e»
wk
X 3)^
8.97
24
48
TS
06
119
143
167
181
215
288
s
k3
3.40
90
41
ei
82
102
1S2
148
163
184
204
1
3»xS)i
8.48
21
42
88
84
m
125
146
167
IBS
am
jj
X 8
2.08
16
36
&4
n
89
107
125
14.1
181
>1
^M
8x8
8.56
IS
81
46
61
77
99
108
128
138
i
1
^ . 1
Ai'Ks. i:y
rEIi;
■•» TBI Tix^si
-.* ■
or VariKUd
-;r. .:: -;: i.>«i
IT. 7 ■•li.:)
A •
■11. lis ptT FiMit fur Variiuis
. in In.-h.-s.
ir.ii
i.'i.o ir.i
14.1 Hi. 4
i"».'.i •.'11.'
I'.'.:' -,1
IX li -."O
•,'1 :i-.''.
11..-.
13 ei.").(i iT.i;
'.',1 ;
•-■1 ;
-.':) ••
ji K
ij.o i-i.s;M.ti: iti.4 :h -j
11.0
VJ !l4.li Hi. 4 IS.-,' -Jii 11 j; V
1_^ , ', ■
10.3
ja.u 13. «| l.'i.a lU.s !■> .•.-.'•1 1
^uU
».T
11.3 la.if 14.3 ].•. « ]', :; 1- ;■
SnT
li
10, B 13-1 13. C 1,»,.0 Hi..', |s 1'
lO.fl S.l 13.11 !,'■ 0 III.,-. IS .1
V"i
B.fi
10.0 1.4 la H.14 i
mA
7,9
(i.iiio& n.Hia.i;
r
m3
7.1
8.3 6.4
1
IlI
e.7
1
»
u
T.6 B.»
7,1 8.2
QdH
s.*
B.3 7.-2
as
4,6
33 ej
1.0
178 -^^i^»- MATERIAIS,
w«iglitt and iMnHinrtftiMi ot oaxseBie stect
Seo
tlon
Index
CI
(•«
c*
C5
CO
C7
C«
09
Chan-
nel. Id
Inches.
13
10
9
' ^oTM.
Flange Wdth.
Wob
Thicknew,
Min.
Uu.
Min
Hh.
SI to.
HAz.
33.00
61 00
a.40
8.T8
.40
.78
40,00
30, i»
if. 90
S.IS
.ao
.5f.
l.i.25
2.1,75
2.66
i.9I
.'M
.51
Vi.1!,
SiO.50
•1.44
:.'.e0
.a
49
vi.m
n.»
a. 30
2.47
.so
.47
8.50
H.50
8.00
8.«5
.20
.46
TOO
IS. 00
1.89
S.14
.10
.44
B.Ol)
lO.iS
1.78
s.oa
.18
.43
S.OU
H.25
l.«7
1.91
.17
.41
ortat,
WelKbta and Dlmenalona or C«rneicle Z>B«|
I
8«ction
Thicknpsa
of MeUI.
SUM.
wj
!
Index.
Flan^^.
Web.
Flange.
Iron.
J5
Z 1
9^
3 H
6
5 A
16.»
jj
**
7-18
8 9-16
« 1-16
18.0
J
••
H
m
6 >6
" H
S0.6
I
Z3
9-10
6
a H
st.i
ti
K
9i^6
6 1-16
S9?6
24.9
"
ii-ie
l^
6 H
^ H
«T.5
Z3
is^fs
6
' »l
ess
**
i 9-1«
6 1-H
8 W6
SI.S
M
»
s M
6 M
a H
3a»
'
Z4
B-IB
8 5-10
5
8 u
».')-T6
11.8
"
%
S 1-1«
13.7
<i
7-16
3 H
s ^
S M
16 0
zs
H
3 a
5
3 k
17B
'*
9-10
8M9
S 1-16
8 &-16
19.8
••
H
' ?^
s M
> K
K 1
z«
11-16
3 Q
5
8 k
SS.iC
<4
H
3ft-ifi
81-16
3 W6
».6
"
13-16
3 H
5 «
8 H
a. a
Z 7
M
S 1-16
4
3 1-16
8 0
1
•'
B-11
8 M
4 1-16
i .Vl6
10. t
1
»4
%
8 3-16
4 ^
It*
\
Z8
f-16
3 1-16
4
3 1-16
18.9
\
"
9^6
3 ^
4 1-16
3 H
U.S
\
"
3 3-16
4 H
3 ."HO
17.«
\
Z9
H
3 1-16
4
8 1-16
18.9
\
"
11-18
3 a
4 1-16
3 3-16
J»,B
\
II
H
S S-16
* M
St.i
'
ZIO
^t
1 11-16
3
9 11-16
6.«
'•
3 14
a 1-16
3 H
8.3
zn
:%
i lUie
a
3 11-16
98
* h'
3 1-16
» H
>i a
. }it»
4 11-18
s
i 11-16
19.8
■H^H
^^^H^B^^
« H
8 1-16
1
y \&.»
^^^^^^1
-
.^-
ES AND WElOHtS OF STRUCTURAL BQ
EVKJ* LEGS.
ThJcknessea In Inches.
nt
1
1
t.ofl.
kca.
%
.1S75
.25
5-lB
.1^
H.8
T-16
4376
J7.a
IB.D
8-te
.soai
S.3
94 B
11-16
Hi
il
■e
■ii.a
11.91
16.4
IH.i
SO.T
ast.a
a.1.0
i».»
83.4
>i
8.3 '
9.S
11. S
la.o
14.6
30.1
17.7
iB.a
«ni
7.1
a.e
10 .0
II.4
la.S'U.S
XJ
4.9
B.O
7.1
a.a
0.4
lO.olll.fl
51
S.l
«.7
4.5
4.1
3.6
6-1
6.7
6.1
B.4
7,1
S.tt
13
•J.44
!t.:!l
4-1
4.»
<l«j
a. 4
i.9
3.a
4.1
.13
1.1P
1.80
j.4
a.u
3.B
hnju.re
1,63
a. 04
"1 Ifl.K
i.ie
1.61
■UNEVEN LEGS.
ApproKlmatB Wi^jtrhr ir; Voiiruis tjer Foot for YarfouB
fini
Tliii.'liiif ssps in I(iuhe6.
.li
3-lfl
.1876
.^
S-16
.3123
.1^5
7- IB
.437S
-50
»-16
.^'
11-16
.987*
.^6
.is
1
i.oa
' "^
IT.O
1B.9
iW.O
ss.a
m.6
38.6
m 6
%>t
13. U
IS.O
r.i
lu.a
U,4
USA
SS.T
ao.ti'
31. <
M
li.a
14.4
IS. 4
1S6
aaf
l;j,B
S4.9
CT.i
HH.H
11. .'i
13 fi
in,»
17.6
19.7
B1.7
iSH
27.fl
di.g
11. u
1-2. fl
14.6
16.4
IB. 2
' "I
Tl.fl
13, H
14.6
1«.4
tS.'J
aoo
ai.s
M|^
s.r
10 a
U,0
13.6
IS.2
lO.B
IS.S
40.1
i.1
9,2
a. 7
\1.S
\'l.»
14.3
^^.»
17. S
1R E
4 ,7
9.i
10. «
la.i
la.B
la.o
16.5
Ifl.O
>A(
7.7
fl.S
lU.B
i«.i
13.6
16 0
16.6
Ifl.O
7.1
5.6
10.0
11.4
13. B
14 Z
llfi
T.a
».-2
10. B
J1.8
JB.I
4.9
6.0
7 1
S.S
a. 4
1*8
4.!>
5.B
6.7
;i?*
4.S
6 6
B.7
7.B
s.s
nt
4 1
G.l
5.1
7.1
R.-J
hi
2.7
S.8
4.S
5,4
6.8
7.2
NK
a.s*
3,na
ft.fl
4.G
Uil
1.B4
S.7
3.S
4.0
j^,^
180
MATERIALS.
Pencojrd Teea.
EVEN TEES.
UNE\*EN
Chtrt
Kumber.
70
ri
W
m
ea
84
n
74
75
7«
7?
TS
',9
80
Si
Size
in
Incbes.
4 k4
914 '3%
8 «3
3 x3
3 x8
2 x2
1 xl
4 x4
Weight per 1
Foot.
Churt
Number.
Iron.
Steel.
:a.40
13.65
107
lo.ir
10.S7
lOB
8 33
9.M
09
6.13
o..-**
93
7.S.3
7.68
90
4.*«
4.U3
109
6.r>o
ma
91
6.73
5.8fi
94
s.ao
8.B8
9fi
3.93
4.01
96
S.47
3.M
97
a.-r
2.41
US
a.oo
2.04
110
l.SO
1.53
111
1.03
re's
117
10. B8
11.19
105
104
100
108
101
112
lo-.;
103
116
113
114
115
118
US
8lEe
in
Inches.
^
66
M
83
Pencojrd Car-Bultder*' Cbannela, Ire
13
ill
&?
= •?
m
s
|2H
- it
= a f
9 8.'
7-16
.VIA
•= t c
.5 oA
80S
5i 4
17.8
Approximate Weight In PonBdi
Foot (or Eadi Thlcknea
Web, til liielies.
e-16
28.6
17.«
H
S9.S
86.1
10.8
-16
m.i
S3.6
H
84. 9
81.1
!5.8
i»-16
)C.«
38.0
Peaeord Cur»BntIdeni> CbanneU, St«el«
:M.l
17 tt I SO
30.1
!«l 6
:\
9
99.2
84 .\
86.6 I 38.4
81.7 I S4.S
1
ETSIGHTS 05 fiOOFINO MATEHIALS. ISj
IGHTN OP ROOFIIfO TnATERIAL.8,
rrnfrated Iron i Phoenix Iron Co.i.
ACK IRON.
iht
r
Weiebt
in Lbs.
per
8q, Ft. on
TRoof.
FUt.
3.03
3.30
1.68
1.31
1.03
0.84
Woieht
in Lhs.
j>er
Sq. Ft., on
Ro.if.
Corru^ftti^Ll
8.S7
2.54
1.82
1.45
l.U
0.03
GALVANIZED IRON.
Weitfht
in I.lw.
per
Sq. Ft.,
KInt.
8.00
2.37
l.Tfl
1.31
l.Oti
0.94
Weieht
in Lhfl.
[K"r
Sq. Ft.
on Roof.
Flat.
WeiRht
in Llw.
per
Sq, ■Ft..on
Rimf.
CorrUKOIed
350
a. 03
1.53
1.44
1. 00
8 8S
8.07
a. 26
1.71
1.37
LSI
arp I
lie is calculated for the orilinary size of sh(>et. which is from
le, and from G tu fl feet luiig, allowing 4 inuheM lap in length
I widtti of sheet.
\g of sheet iron adds about one-third of a pound to its n-vi,
Iron niiiile by llie Keystone Bridg^e Co., the ei>rrugal Ii ins
iKun-d on the straight iiue; lliey rctiuire n lenKtJi nf iron of
one corrueui 1(111. und the tlHinli «t cdrriipatiuu iw ai aS".
I is allowed for lap in the width of the chret and 6" in the
■sual pitch of roof of two to one. Sheets cnri he corrugileil
lot exceediiiK ten feet. The most ndvButapeoiis ninth is
lowInK ii" for irregiilaiitieg) will make etereri eorniftatlnns
ag allowance for laps, will cover '^14" of the surface of the
I it was found that oorruffited Iron Xo. 20, spanning 6 feet,
K a permanent dHflectlon fur a load of 30 lbs. [ler square fciot.
tollapse with a load of GO Dis. per square foot. Thn dislance
I of purlins should therefore not extieeU I) feet, and, prefer
II this.
Terra-Cotta.
coltti roofing 3" thick weii^hs 16 lbs. jier square foot anr] J
r Hquare foot.
of ibe same material S" thick weighs It Ibe, per square to
Tile*.
* X lOW" X H" weifh from 14W) to 1880 IbB. per squai« t«f
UK ODe-nalf the length of the tile,
r«« and fillet* weigh from 740 to 9i^i lbs. per square of roof.
X VM laid 10" to the weather, weigh 850 lbs. per square.
I Tin.
les for roofing tin are 14" x JO" and 20" x 28". Without
jn or waste, tin roofliig weighs from 50 to 63 lb*, per square.
IT weighs from 8'J lo 75 Iba. per square.
» or tenie plates Isteel plates coated with nn alloy of Hn
lade only in IC and \X thickuesses ("JT and 23 Biriiiiiif^hnui
l" and "charcodl" I in plates, olil names used when Iron
and charcoo) was used fiir Ibe tinned pinle, are still used in
Sgh steel platens have l>een sut)stiliited for iron; a coke plain
ueaidng on<' made of BeK.semer steel, and a charcoal plats
rth steel. The thicknegg ot the fin coating on the p\aV«»
Ifi " hrAtids.'*
tUoa oa Tin Roottog, se« circulars of Merob
—182
1
v
MATERIALS.
^^
1
TIN PliATKS.
TTNNKD AHEKT
STREL.i
H standard Stork SIjeph,
\ii'1th Nnntber of Sl>e«la an^ 5^
■
U'elehl per Box.
^
Thkkiim.
She.
8li«ti<^
11*
B. W.
TbldtacM.
^'.M
™~M~
TC
10x14
©5
108
~W
IC
10x20 2fi '
V ST
IX
10x14
S25
135
27
IX
10x20 as :
SA
IXX
10x14
S!2»
ItJO
26
IXX
10x80 la
39
IC
12x12
225
110
29
IC
ll«22 . SSI
57
IX
12x12
i25
13S
27
IX
11 .22 ; s5 ;
■ S6
IXX
13x12
225
166
26
IXX
11.22 »
■ S»
IC
14 X 20
112
108
29
IC
12x24 tl>
■ 87
IX
14 X 20
lis
135
87
IX
12>34 ' lit
■ -.'6
IXX
14x21)
112
160
26
IXX
12 . 24 1 lU
H '-^
IXXX
14x20
112
180
29
10
lSx2« 1 lit
^1 S4U
IXXXX
1-1x20
113
aoo
27
IX
13>2« : lit
13.26 lit
■ UQ
K!
S0x28
112
aia
28 i IXX
■ ST
IX
aOxit)
112
270
29 10
14.22 m
■ 26
IXX
20x28
112
320
27
IX
14.22 1 111
■ as
IXXX
20x28
r>6
180
26
IXX
14x22 1 III '
^B IM^
IXXXX
20x28
58
aoo
89
IC
14.24 I lit )
■ su
IC
13x13
225
laa
87
IX
14.21 1 lit
H ^
IX
13x13
225
102
«6
IXX
Uiit in
■ ae
,IXX
13x18
225
192
29
IC
14x28 1 lit
H_^
IC
14x14
225
155
87
IX
14..* 1 lit
^^kR
IX
14x14
S25
ms
88
IXX
14.88 1 Vi
^^^luV
IXX
14x14
225
2S0
89
10
14»Sl lit
^^ps
IC
Llxl.')
»»
178
27
IX
14.31 i 111
87
DC
ISxIS
225
218
26
IXX
14.31 lit
se
IXX
15x15
225
260
27
IX
14.. %«
» a
S9
10
lOxlS
225
200
it)
IXX
14>»6
w i
S7
IX
lexiD
325
S18
17
IX
il.on
M 1
36
IXX
ICxlti
885
800
86
IXX
14x60
» 1
S9
IC
17x17
335
SiW
29
10
15x21 111 9
87
IX
17 X 1"
825
889
87
IX
15x21 111 1
4*
IXX
17x17
225
340
46
IXX
15.21 til 9
SB
IC
18x18
lis
138
89
10
10x19 111 a
27
IX
IHxl8
112
158
27
IX
16x19 lit 9
SB
IXX
16x18
lis
178
26
IXX
16.19 1 111 2
S9
IC
20 x 20
112
100
29
IC
1U.20
"! .
27
IX
S0x20
112
1B5
27
IX
16 xM
lit
se
IXX
80x20
lis
822
26
IXX
16x20
lit
SB
IC
82x2a
112
100
29
IC
16. 2t
"!
37
IX
23.2?
112
235
87
IX
16x28
lit
sa
IXX
22 X 22
112
273
26
IXX
16x22
lit '
29
IC
24x21
112
320
87
IX
34x24
112
276
■
96
IXX
«4k24
1I«
880
^r=^
B.W.
S8
■nick MM.
Six.
I«^xl7
100
U4
aw.
2:1
Tllldlli««.
BiK.
H
DC
DXXX
15x2)
10)
85
ox
12Hxl7
100
123
22 DXXXX
l.Sxai
lot '
S4
DXX
12Uxl7
100
14.1
iS DC
I7«*5
■
*a
DIXX
\-Mx}7
inu
1«1
25
DX
17 ««
»0
S
DXXXX
12j|.l7
100
185
24
DXX
lTx2S
•!
S8
DC
1&X21
too
1«0
23
DXXX
17. a
a»
s
DX
iax2l|
1(11)
180
s«
DXXXX
17x85
M
w
DXX
Iftx2ll
ino
2I!I
1 U
T.TT 1
.. 1 10
■n'.ir.. soibfi, IX 100 n
». per '■"■» ■»
^^^
'■. 112 IbH, IX 140
•Vj^H
^^^
• . 2^"4 ll)s., IX 280
• > ^^^1
k
• Til'
■■ a.,10. tlmd Ux
eo. tuni^H
^^^^H
^^^1
■■■■■■1
i^BHi^^^^^^
■^^^H
ZES ASV WEIGHTS OF ROOFING MATKEIALS, It
wr lad auperflctal area of slme rKiiuired for one square of roof.
(1 ?quAr« = liM square feet.)
UODS
Nuuibrr
pur
Square.
Siiperncial
Art-a in
Sq. Ft.
Dlniotision*
in
Inches.
1
Number
per
Square.
Huperfloial
Area in •
eq, Ft. d
18
tit
■It
MS
«;
m
ft.7
ail
iWl
■m
213
m
887
12»J8
lOxX)
llxiU
12x20
i4«ao
]«x20
I'Jx'ii
HxSS
Vi X J4
Uxe4
16x24
1-1x20
10x26
1(10
1(M
liM
HI
121
137
l-.'0
1U8
IH
1»
86
f*9
T9
340
i35
■It
IH
lU
lit
iai"
ai
iM
lU
>l«
sii
288 \
lIB
■ 18
sio"
•JSS
Mtiliujaallr laid, Che niimber of iiqiiare feel of roof uuvereU by one
"" oubuinwl from the following (orrauln :
I llaiKtIj — S Inches )
tffl
= the number of square feet of roof coTered.
t o(tlu« of various lenKtha and Chiclcnesses required fur oue square
^Th
Welglit In Poaiids per Square for the Tlilcknese.
l>"
»-lfl"
H"
«"
W
«"
H"
1"
^
724
867
1450
1SS8
2419
ssos
S8i3
m
068
93n
ISTfl
IMS
3.<K)|
2790
Misa
i»
667
»iO
1330
17S1
•J-J-.tl
2670
8667
m
6S0
86»
l.«H
17W
2174
2607
8480
«B
637
•891
I27ti
1704
2129
2S53
S4(»
418
»26
836
IJ.'il
1075
■■Km
2S0H
S8S0
412
617
81»
laM
1W>3
20C6
2478
8306
«r
610
815
\ta
itiai
2U30
24^19
8269
•^rtli! gl»en aboveare ba«ed on the number of slate required for one
oiroof, lakiDg the weight of a cubic foot of 8lat« at 175 pounds.
Pine Sblnglea.
*' tad weight of plue shlnj;)es required to cover oue tiquare of
Ita
Number of
Shingles
per Square
o{ Roof.
Weight in
Pounds of
Shingle on
Ont-- square
of Roofs.
BetnarlcB.
316
192
173
JS7
144
The number of shlnRles per square is
for common gable-roofs. For hip-
roofs add five per cent, to these flRUrea.
The wetehta jier squai-e are \}&a«A oti
Ibe number per square.
J 84
MATKU1AL8.
SkyllKltl GIsM.
The weights of various riies and ililukiiesses nf tluled or rougb]
. required for one square of roof.
Dim«nsioiiB io
Inches.
18x48
ISxSO
20x100
Mxl56
Thickness in
Inches.
3-16
Area
hi Square Feet,
6.246
18 HHO
101.788
WeiKht in ]
Sqiinrcofl
Id the above table no nllowanee is luude for lap.
ir ordlnarjr window-class ie uaod.siiielethielc t'la-^.-ilnbout l-IG"l wUlM
' about 88 lbs. por sqiuire, and double ihtct i;la!<s laboiii ^") will oelgtiM
Itil lbs. per square, no itHointncn being mitde fur tap. A box of niilll
wlndow-g-la-* conUiiDS a.s nearly Ml fiquare feet as the sljte of ili<- 1***
ndmic of. Panes of any size are made lo order by the JiianufnotiirarM
great variety of sizes are usually kept in stock, ranging' fruin dst|H|
ai) X CO inches, ^H
APPBOXIISATE WKIGHTS OF VARIOUS ^H
rOVKBINGS. ^H
For preliminary estiinat«B the weigliti> of various roof coTeiliq(M|
) taken as tabulated li^low:
Coat-Iron plates (%" thick) LWO
Copper 80- 185
Felt and asphalt lOOj
Felt niiJ gravel 800-10
Iron, (■nriiitrated 100- xn
Iron, gulvainzed, flat 100-
Lnlli and plaster WO-H
Sheathtnir, pine, 1" thick yellow, iionhem,.
•' •' •• " southern.. 40
SpiTice.l" thick aw
8lveaihing, chestnut or maple, I" Ibick 4M !
ash, hickory, or oak, 1" thick.... MO
Sheet iron (1-16" lhick> SDO
■' andlaths 800
Shingles, pine iOO
Slates 114" thick) WO
8kylisbt^ Itrloss S-I(i" to H" thick) SBO- mO
Sbeetlead BOO- BOO
Tliatch , oao
Till 70- Itt I
Tiles, flat .. l.'WO-aXIO^^
tKroove* and lllleta) TUO-1OB0^H
pan lOOV^H
" withoiortar SOOMOOO ^H
Zinc 100- «00
lElUHT OF CAsr-lllOX I'H'KS OlC (.OLrMSS.
^■(TElUt
^nSHT OP CAMT'IRON PIPB8 OB COLtiniNS,
^■^ In Ith». per Mueal Foot.
^^m Cast iron = 450 Iba. per cubic foot.
185
fThlck.
of
, Meu).
' Ino.
WeiKht
fiei- Foot.
Borf.
Thick.
of
Metal.
WHigllt
per foot.
Bore.
Lbs.
Ins.
IM.
LI*.
Ins.
18 4
10
f
79. «
•M
17 J
10^
■
MO
22. -J
OMX
la
H.3
6i.»
ID. 6
U
■
M.Q
•J5.8
1
71.3
84
10 I
86.6
W.l
HM
■
:
S8.9
28.4
n
74,4
ss
IT 9
n
W.3
04 A
13
H
61.3
81 5
»
77.5
w
10.8
»
S3.9
S70
12^
fi
038
SI.4
SL
BO.S
87
21 <
S
BT.fl
SO. 4
13
71
M.3
87 «
?l
sa.u
3S
i8 5
«
101 .»
31 8
U
J*
71.9
40.7
!»
8B.7
U9
«3.3
H
I0B.6
34.4
15
»
0S.9
43.7
9.
ne.o
30
S7.I
n
1S6.4
30 8
16
P
ice.o
4(1 3
1S3.3
31
t!UO
1^
145.0
9U 3
17
79
lOH.S
40 U
»
130.7
te
30.8
»
153.0
41 T
IB
!*
114 3
B3.0
$
138.1
33
UM
i
183.1
90.0
10
ia>4
W* 1
145.4
34
40 t
170 7
fiO.I
■JO
1S«.«
71.8
isa.s
85
40.1
1
1793
6i.\
81
h
18v!7
^^,.s
S
100. t
30
Si.r.
!«
1«7.»
Oi.l
«
^
i
l:W.8
Thick.
Wflfflit
Inn,
LbH.
167.5
196.5
174.9
a».i
£35.0
iHS.a
ais.7
»454
IMI.O
s-a.s
as.'i.a
197.0
230.8
•J«.I
21)4.8
iaa.i
274.0
211.7
£48.1
•Jbi T
SIO.l
336.6
294 S
285.2
304,3
348 7
2; .'1.8
311.
3.>1.8
•iM 4
3J4.0
3tl6.8
201 0
*«.8
370.9
299 6
34-1 7
38H U
3.%3 4
3UU.0
3111 »
.mH I
410 0.
te aelKht of tiie two aoiiBwl tuay be reukoued 1= weight of one foot.
186 MATeRtALS. ^^^^H
WEIGHTS OF CAST-IRON PIPE TO t.A¥ l*W
LENGTH.
Wcighta are UronM Welgbtn, Iiirludlne H(|^
tCalculuttiU by F. H. Lewis.; ^M
Thicktiess.
Ihside Diaint-ter. ^|
Incbett,
Equir.
Deolmalct.
4"
6"
8"
10"
1«"
U"
16"
18"
%
.876
SOD
304
4O0
l.?*l
.40825
!i!!H
•«l
4S5
-Jj
r-iii
.4370
247
85S
470
.Wl
m
15-*i
.4tW7
X66
3S8
505
684
603
804
■
1^«
.5
•Mi
414
.Ml
608
744
803
■
..■jJias
SOB
44v!
577
Tia
TBS
m
1060
■
»>I0
.50-.a
3-7
470
013
756
M6
WS
1118
■
IJI-ft!
.59873
4»H
649
801
sm
I04.S 1IS6
m
^■S
.C35
686
(MS
951
1101 1254
MM
^^B>«
.8878
935
1U03
1163 13«
US
^^^
.75
.8195
.875
10X6
1110
I£1G
]3i>l
12(<5 MW
1408 l.'iftH
l.')31 ir*S
I7h'
194
1 iSia
^
....
L lB-16
.9375
1.
1.125
1.25
1433
lu.ie istu
21«
an
Uh
■na
K I
1783
1909
)t163
■ k
'i
1.375
....
am
■ Tbickness.
Iiuide Diameter. ^m
1 I-^-ll^Ullk
S3"
81"
87"
30"
33" 88"
42"
m
11-16
.635
1799
1985
SI 60
2428
i
_ ,|<,g
.75
•J17I
ajBJ
■^648
■JOSt
3391 ' 8S07
.Hl^i
■£09
2565
5W7a
31IS6
3196 3MI6
4426
■ ^
.87.1
2.T4;
•27(1B
SI 03
8 137
3771 4103
4771
544:
■ IVie .93TG
!ns7
2975 ] .I*!-.'
SbDO
4U1» 44riO
5122
Stffi
■ ]
;»•.'(
;iihO :i,'>tu
:1?WJ
4*!5 47118
54Ta
em
■ 1W( 1 !'»
MIO
.■iSBS 10-J7
4456
4«*i 5116
817«
7ia<
■ m
1 SB
DtiM
4UIU
44!«
4070
5417 MM
iwsn
r<r
^^m sMi
1 375
44.19
49U4
5401
OlM.i 6.540
^^V^^w
15
54.1U
0012
a'>84 1 7ir*
^^B'lIZ
1 6i!5
05%)
71. '.y 77N--»
:».
^r ^n
1.75
...
* -• 1 >
7737 8105
071-'
1 Il'7>
H '^
1.875
I04IIH 1
iiiy7
llfW
l'J7«
H ^
^^k HU
a.a
...
IIIK
^^^kj59
».75
L
1
4
1
1
CAST-IKON PIPE FI'iTIKOS.
OAST-mON PIPE FITTIIVG8.
Approximate mrelKht.
Addjstoo Pipe and Sleel Co , Cincinnati. Oliio.
REDUCERS.
188
10 k 4
JSxIO
l-,'.4
11x12
14 » 10
H«S
H-<6
lllx li
1L1« II)
Lllx 1(1
atlxll
•.tixVi
->0x8
•i4 X ■.•()
30 x -,'4
SUxlS
an » 30
278
aso
■JSO
4TS
4%
34U
am
475
43S
6ill)
i73
r.4U
.wa
74B
laos
1!M5
ITSO
ANGI.K REDUC-
ERS FOR UA8.
»k4
6nH
86
ao
S PIPES.
00
IM
PLtros,
2
8
4
G
8
10
ii
U
16
20
■H
W
&
S
li
Sfl
46
66
TO
100
1MI
IHB
870
CAPS.
8
4
fi
H
111
1-J
la
!B
flO
75
1(10
DRIV BOXtS.
4
H
10
-iO
149
188
MATERIALS.
IVEIGHTS OF rAST-IBON ICrATEB- AND GA«*rir:
(Addyston Pipe Knd Bte«l Co., CiDciimali, Obio.)
If THICKNESS OF OAST-IRON PIPRS.
P. H. Bncrmaim, in a paper read befoiv ilie Eiii;m \, of
delpbiii iu IKK;!, ^ave twenty different roiiiiuliis for n - ih<
Bess of cast-iron water pipes under pressure. The 1 , n." o
classes:
1. Dei»ni|inK upon ibe <itamet<^r«>nly.
2. Tiiosv deprndliig iiiioa rlie diameter and head, and wbleb add
•Cant.
3. Those dependliiK upnn the dlaiiieter and head, contain an addlt
■ubtractlve term depemliiiK upon the diunieler. and add a uonstaau
The moiii miHlerti furiiiulas are of the third class, and are as fi
t = .(100(Wiie4- .(!!(« 4- .30 Slieild.
t = .OH<KNl/id + ,01!l8rf + .«H$ Warren FouuJry,
( = .OOOOfix/iW -f .01.V2<J + .3I« Fraocia,
<= .000O48/.rf 4- Ol** + 88 Diipiiit,
t = .OOOiMhd + A »ri + .15 B«X,
( = .noi)|.%//d 4- -4 - ,001 Id MllitmAII,
t = .OiXWC h + 2:»)d -1- .3S3 - .OOSSd Faiininit.
/ = ,0«tl5»ir/ + .2S - .005W .. MegBa,
In whloh / = thiokiieas In Inches, h = head In feet, d = dlan
RankUie, "Civil KuKineerlnj?," p. 7"J1, .xayn: '■I'nsllriHi ^<»~-^ »)ir.i
made "( a miH niiil toiiKb qimlltv of iron. Urent nltetilloii -
lo inoiildin«:lbeinc<>rrt^:lly,si) t but the lblel>n''»» may l>r rx i
rcmnd. Ettib pipe sliuiiUl l>e tested for .Jr bubble* ftlni llu' : . .. ,
with a liaiiiiiier, and for .^rength by eviKixInK U to <laiil Ir- ilt^ l>•^
(i-eatest workinK preH-.ure." The rule fur euinp.iiliiK the tldckiieaaofl
to realst a Riven workili); prejwuns is t = -J', where )• is tile rudltw la li
l> the preaaure In ponnd:* per Rrpiare incli. and / the tenacity of (Im lr|
•quar* loch. When / = l^mtkl, and a factor of safety of 3 U uaed, (1m
ejtpressed Iu terint uf tl and h beonnies
'~ SOW ~ iwuw ~ ■"*^"'*'^
II addU
!tM^
'tSi
Ko.4,
No. «.
No, T,
No It.
letrr in In
"nmrw"^ ' ' una, however, arising from dimculU«« tn
•A« •» bv ■<bri<-k«. whiob eimsw ^Vw v\v\«VM«a
■ the m1»>vc ti>rm»\a."
rS5
THICKNESS OF CAST-IBOK PIPE.
189
I ar SKcUiI sn<l 1W«l|Ebt per Lengih for IMIIler«nt
iorcui>lrou Plp«ii under Various BeadH of Wat^r.
(Warren Foundrj and Machine Co.)
S6
lOO
ISO
•00
990
800
FtHwd.
Ft. Head. Ft
. Hvad.
Ft. H»«d.
Ft, Head.
Ft. Head.
i"3
1^ 1
1
si
i3ii
i!
II
P
^^.,^
"a
^•5 *|
.880
.ago
'i
^^■11 M4
t4«
.808
isa
.871 167
161
166
^^^U wp
«;a
aoi
.3M
s.ai
.897 8I«
.400
sae
.431
285
^^H w
ROT
365
.408
S!75
.428 380
.438
£98
,45.1
800
^^^m sn
.411
330
.4-.»
845
.447 361
.405
877
.48."l
393
^^BK^ 44SI .450 4TQ
.474
SOiJ
4S8 539
.5J«
557
.M(>
584
^^KkdI iu«; .iHol Rii
.519
m
.519' 788
..^79
7««
,6011
8aH
■P^.«! 768i .»27 i^2tS
.588
KB5
.599 844
.635
1U04
,071
inu4
■f .m Wt .5661 103I
.600
nil
.650 Il»l
.69»
187S
.784
135$
■f ,U? 11M .601 13^)
.«Si!
1360
.700 1463
.748
1568
.798
lOTTJ
■i .m iffM) fits isou
.697
1680
.751 1761
.806
1894
.8.111
att
■l .tu ignsl .682 tT6.3
.742
19£4
.803 3088
.sm
2848
.«a
■t .iw; si«)' .-:69 :2S4U
.8X1
tmi
.903 «8ll
»TB
3045
1.047
S
■H Iffi »>30 .876 Sil76
.9(15
.S7S5
I.OCpS; 4095
1.145
4458
i.a'Kv
9
■M ' Sti 4070! .9SlO 4581
1
.09S
50fW
1 aoa' .')6i8
1.814
Bias
1.438
S
■« 1 »») sattii.ioei 5058
1
.s;k
CMT 1.358! T3(W
1.4S4
8070
I.CIO
<■
BM 'l.O' 66161,222" 75-Jl' 1
.800
8«1 1.510 9340'
1.C.M
10:.<CO
1.798 imp
'. All p)p« cast vertically In dr>' wind; the 3 to 13 inch in li^ngihs ot 13 f^t,
"^Urger Biles tn lengtbk of 12 feet 4 Incben.
Prennrea mnA Equivalent Head* of Water for Cant*
Iron Pipe of DlflPerent Sizes and TI»l«fcne«se«.
(Caictilated bf F. H. LewLs, from FanniUK't Formula.)
E
aim of Pl(«. 1
IL
4"
«"
8"
10"
12"
14"
18"
19"
eo" i
I
IIS
»«
336
U
X
&IU
774
ESI
I!'
124
19D
X74
.J
p
■;;_
112
4UI
«31
u
~l
130
IH
ll
t!!
171
419
11
t«
w
177
e
-J
Ci
101
806
SM
MK
lilll
'■SI
-J-„
fSl US
K' SS»
1S7 !11«
17i 401
&4
a =
it:
ft. B
♦9
71
im
a
ll
V!
I7fl
?41
M
ii
IM
IVI
£.'.«
323
SS7
Ull jltt
61
m
^^^^H
'
is«i 3in; iia
■70 1 sn 111)
90« 4r,5 168
741 1T0 1
^^^^K
tV)\ i»t
11(11 M7 M. ttl 1
141 jssl 119, er* 1
166 liaj ml !M5 1
^^^^P
'
.. .
swj Kt
w
'***
*
eU (SI IMl 45S
!"'
".'}.
....
.!..
.1..
....
....
ai«i 612 an
v.'.'.]'.'.'.'. '..'.'.
616
, ISl 4M
ai« 4«
104 i 37> I
<(l»l 4ltl 1
1 sm; t»» 1
.-..
....
. .- .
i
1 — ! — 1
t «_ _^ _l
^^^^^
^H
^1
^1
^^^H
^1
^^H
p
190
^^^P ^^^^H
Safe PreMurcs^ etc., for Cant-Iron Pipe,— (CbiiflH
Size of Pipe.
Thick-
ness.
23"
«4"
27"
80"
gS"
86"
42"
♦8"
II
3j
II
s
El
II
tis.
fill
u
ft.c
HI
1!
a
S 3
u
11
n
31)
H
in
H
• —
—
—
—
—
—
11-16
iOI K
IM
80 13»
4>
11.1
M
Kt
u u
IS-ltt
10 IM
M
IM
5tl
180
31 M
IS
101
«.-«
M
IW
HI
i.'ig
s« m
M
n
n
74
15-16
i:i
«»
10,5
Hi
Hfi
m
6V IM
6»
va
44
101
1
Ui!
;ii7
m
lilM
1(«
!SS»
U IM
ag
IM
>7
131
31
H
«
»
t 1-a
le
4I»
161
."(71
I.W
All
114 wa
M
«l
IW
1MI
M
IM
41
N
I 1-4
2»
514
in
1^
ISO
3M
114 »i
IM
2M
IW
B47
tl
ir' ^•■'
1 a-t
....
W7
M4
aw
Mff
174 4011 ID1
94«
19Z
S04' 1081
1 It
....
«»
U4
904, 4701 1711
4U
167
XSI lU
1 fi-fl
334 AM
i7«
m
list
4 It
477
14.1, .-
444
....
1 3-4
'*'
I IS
IM
no
4X1 lu
4M 171
tl-t
'
'
111
ttl
t I-<
ai-t
.••«
. ...
.■••
,, ,,
..•*
....
....
..•■
• •t-
tS-i
....!..,.
bi
'
Nora.— The absolutu safe static pressure which mftv b«
sr s
put upon pipe la Blven by the formula P = "^ ^^ T' *"
which formula P is th« pressure per square inch; T, the
Uiiekoesa of ihe shell; if. the ultlmale .itretiBlh per square
inch of the metal in tension: and D. the inside diameter of
the pipe. In the tables S Is taken as IWOO pimnda per
square inch, with a working .mrain of <<ne tiflh this aniounl
or SIKX) tioundc per square uich. The furmula for Che
TSOOT
absolute safe static pressure then Is: P = — =r— .
It Is, however, usual to allow for " water-ram " bj- in-
creasin^ the ihickoess euongli to provUe for 100 pomwlg
additional static; pressure, and, to Insure sufficient metal for
good castin:; and for wear and tear, a further iiicreaoe
eqimIto.S)a(l - j^).
The expression for ilie tllickoeas then becomes:
^ (P-HOO)D
7JO0
•+««('-l^.
lOO.
and for .safe worUinp: prossiire
The nil(IIiii<nal section provided as above reprenents Mi
liicrea<ted vnliie under static pressure for the different slses
of pipe lis follows (see table In innreiu) So that to lest
the pipes up til o(ie fifth of Ihe ultimate streneth of the
material, llie preSHures In the mnr»;inal table shoulil be
•tided to Uie pressure-values given in the table abov^
1
SHEET-IROX HYUKALLIC
PIPE.
191 ■
1
8HEET>UtON 1IT0RAI7I.IC PIPK.
1
■
(Pel ton Wat«r- Wheel Co.)
■
R>
r foot, with safe bead for various sizes of tJoubLe-rivetrd pipe. ^^M
j||,l= ;
«- •-£
0
.£-i
.is
-iu^ V
=^1
|£5
■3^
<
s ^ i
m
d 1
|Jo.
B.W.Q. '
feet.
lbs.
in.
eq.in.
B.G.W.
feet.
lbs.
7
18
400
S
18
854
16
165
16K
»
18
850
s«
18
254
14
252
aoH
18
18
625
8
IS
854
18
385
27Ji
1>0
18
3«
4^
18
854
Jt
424
80* ,,
m
IS
SOO
18
254
10
505
84 Ji
B
U
675
5
20
314
18
148
fl
V
18
S06
'4
20
314
14
227
S2)i ■
ir
18
487
90
814
12
346
30 ^
«
34
743
'i'i2
20
314
11
380
32M
m
18
■i&l
SM
«0
314
II)
4,V.
.■iOli
n
18
419
6^
aa
380
16
186
20
«
H
040
bC^
ss
m)
14
206
849^
ao
16
867
*^n
aa
380
13
316
82 \
u
U
UO
91J
22
380,
11
347
35 4
u
18
854
13
82
380
10
415
40
«
18
827
ll
24
462
14
188
s^
a
U
490
24
452
12
800
a
1«
781
24
452
11
318
39
n
16
«95
9J4
24
452
10
379
■WW
78
li
450
11^
84
452
8
466
58
»
19
687
169;a
26
630
14
175
3»}2 1
T»
11
754
1714
86
580
IS
267
78
10
SOU
iitw
26
530
n
29J
42 ^
tt
16
S60
93?
26
630
10
352
^1
k
14
413
IS
36
530
8
432
57U ^1
4IU ■
It
12
0«6
1TJ4
28
615
14
162
M
n
687
1854
28
615
12
247
k
10
820
81
88
615
11
8nj
■
III
18
S40
iiM
28
615
10
327
50H ■
i»
14
«r7
14
38
615
8
400
61^ ■
11*
IS
a74
18W
ao
706
18
231
44 ■
m
11
«3U
2-^
ao
70B
11
254
■
1^
10
753
ao
700
10
30t
54 ■
16
SS8
t^
30
70fl
B
375
65 B
la
14
846
15
80
70fi
7
H
m
1«
bit}
SO
86
1017
n
58 ^1
%
11
688
82
SO
1017
10
^B
10
696
ma
»6
1017
8
78 V
m
16
211
13
86
1017
7
V
III
14
iH
16
40
1256
10
■
m
»
494
2Uj
40
1250
8
en ■
in
11
648
SK%
lO
1-.'56
7
■
la
10
648
Si
40
1J56
6
108 ■
in
16
197
13W
40
12:*
4
186 ■
rn
14
309
17
42
1385
10
7<^ ■
i»
M
460
£i
42
nH5
8
91 M
m
11
607
24^
42
1385
7
108 ^
nt
10
603
38
42
1385
1 6
^H
m
16
185
14U
42
1385
4
133 ^M
14
283
itIi
42
1385
1 M
)^_ ^^H
K
»
432
24>4
42
1385
»
.Jt
HMfta^^^H
■
11
474
20l3
•13
•13 1
ism
' 6-ltl
M
^^^^^^^^1
1
JO / »/-
1385
H
r
B
^^
I
192
MATKntALS.
HTANDABD PIPE FLANGEtt.
Adopted July 18, ISUl. at a coufeience of committees of 'lie
Society of Meclimiienl Engineer*, ftiid tlie Master Sleiiui nnd Hot'
ter»' A6:»ciatioD, witli representalives of leading niauufncturers
of iil|ie
T lie lint is divided Into two giMiip^; for medium and 1iii;ii pirf
Unit rRnRiu^r up to 75 lbs. per sqiiaiv Inch, and llie second up toj*
e dirideil into iwu scales, one (on
or lilgli presaiii^. For tnedium JW
nines 2 to Jil Indies diameter iliclua
NoTBs. — Sixes up to 24 inches are deatx'
Sixes fioiii a to IH inches are <
ni liei' for le>«.
riie sizes of bolts (rfven are for I
ili«iiiett!rs are !r(j-iiicn less for pipes ;
inch le«s for laitter slaes, except Jt^-liiuh pipe, for which the sine ol
inches.
When two lines of fipiires occur under one headlni?, the wlnitlec
to tf4 Incliex are for both niediiun nnd liiKli pressures. BeKinnI
hii-)! ■■• ■'• ' ■" hand columns are for medium and the rlKhtban
fi.i ' res.
I ':orease in diameters at IB inches is due to the po«
tioi '•■■— pipe, making with a nearly connlant nliith i
gr< I ii'iihle,
\^ ^ pipe is used. If thinner fInnKPS than tlioM
(III I sed that IxxsM'K Ik- usimI U* brlnif the mits
etj« Ids avoids iliH use of a reinforcement aroinii
• I f<Mirth, fifth, and last ctduinos refer only I
ei n verliCHl line ^araWeV Vo fVv««^^
I- 4M tUc upbtil' suitt ol \-^* AM>i«a.
CA8T-IR0X PIPE AXD PIPK FLANGES.
raiONB OF PIPE FI.ANCES AND CAST-Il
PIPKS.
(J. E. OAdman, Engiuet-rs' Club <il Pliiimlt-lpliin, lijctU )
c
II
111
i£
j-ss
0^
o
¥
n
a
i m
ni^
. P = Dmiiwler of pipe. All dimensions in inches.
•^fLt -TIiIl-Uim-ss of flnuee = 0.033O 4- O.il).
.;■ |il|.e = on-";)/) J-0 3iT.
|p.> per fiKit = 0.2JD' ^- 3D.
• iiigt- = .0010' + 0.1//» + Z)+8.
M.uii-t-;r-r (I'lnge = 1.1»0 + 4.25>
riliiiii.'irrof bolt (Micle = l.(Hh.'D4-*J.5l)U.
fliaiiifU<r iif iHill = U.OllO + 0.73.
NiiiiilK-r of holts - ll.TBf/ + 2.56.
'IPE PLA.NGES FOB HIGH 8TKAJn*PRE;SSl>HK.
<(.'l>upuiun Vttlve .Mf(r. Co.)
ifof Ditttuel)'!'
194
MATERIALS.
I
8TANDABD SIZES, ETC., OF WmorCiHT-lB<
For Water, «■«, or Steam.
(Briggs Standard.)
1
Diameter of Tube.
is
lii
E 3 c
1^?!^
1
■3 i
II
< = ^
Ins.
=5i
pi
Ills.
I..S.
IllM.
Ina.
Ins.
Fwt.
Feet.
^
» :
.370
.405
.068
MS
1.272
14.15
9.44
.OR
1
.364
.540
.088
l.Ui
1.096
10.50
7.075
.l«1
M;
.494
.673
.091
1.55 J
a. 121
7.67
6.6.-7
.»»
il
.823
.»40
.lOB
l.i»57
S 653
6 13
4.502
•*{!!
K
.894
1 ftMt
.US
3.0*9
3.289
4.635
8.687
.M
1
1.048
1.31A
■ W
3,292
4.134
3,079
sm
.Mfl
Hi
1^1 1
1.380
1 BfiO
.uo
a.3:i5
5.215
2.768
2.801
I.4M
l.BIO
i.aoo
.MS
5.0«I
5.969
a 371
a.oi
3.m
3^
8 0B7
3 375
.l.'-.l
0,494
7.461
1. 818
1. 611
s.tss
S^4
i.m
a.87S
.•J04
7.7.54
oOTa
1.547
i.jae
4.WI
3
8 067
3 500
.'JI7
n.iao
10 99£
1.245
1.091
7.W
MM
S.MH
4.000
.sae
n.i4H
12.f*8
1.077
.965
»-S
4
4 Am
4.500
237
r.'.ojH
14.137
.949
.849
It MO
m
4.!H\»
.-,.000
.•JW
14.153
15.708
.848
.765
15.W
S
5.04.5
.■>..',63
.2.50
15. W9
17.475
.767
.699
It.MO
(1
6.U«5
H.tW5
.cso
lUOM
20 818
.63
.577
aw
7
7.043
7.«--'5
:m
22. Otis
SI.HSI
.544
.506
.50^3
H
7.083
s.oa.'i
Si-l
2.5.070
27.090
.478
.444
♦9
9,000
9.688
,344
28.J77
30.433
.42S
.384
«}M
10
10.019
10.7.10
.aisa
81.476
88.772
.881
.355
■n.m
* By the uclioti uf Ibu ^lanufucturers of Wrouelitiiijii
TiilifS.al ft meftine helil in Ne« Vi>rk, May 9, lSi<9. a clmnw
iiiitsiilf iliiiiiieler of l)-inoli I'ipe wns a<t(i(ilt'<l, niuliiiii; ihe I
of 9.&SH iiichas, tt-s given in the liilik- nf Uri(;irit' siiaiKJard 1^1
Fitr itiscnssliiii uf the Briefs Slniidarrt of VVrfniEht-inin 1
Xfe Kypnri of iIil- Committer nf ilie A. .S. M E. in " Stand.i
Threails," 18«(j. Trans, Vol. VIII, p. 29. The flares In I he o<
coliiiiiu are deriFed from the formula
D - (0.052) + 1.9) X — ,
!«X«
sr of tfiit
in wblcti D = outside diainetf r of the tubes, and n the number of tbrt
the Inch. The figures in the last column are derived from
0.8— X 3 + d, or l.fti + d, in which rf is the diameter at the
ihrend at the end of the pipe. ,
Having till- lup<T, lengih of fiiU-iUreaded portion, and thn suesstt
niid top of thread at tiie end of the pipe, a» givcfo in tho tilt>l'*. rii{M»i
fan be< inadi* to seciiie these points oorreclly, ihe iengih ' •' '"■■
tlireadi-d porlioil.i on llm |>1|W. nnd Ihe lencth tlietap Is no.
tieyiiod Ihe point at whk-h tlif sine is as Bi'fU, or, in oil.,
the end of the jiine, havinj; no ,.frfet upon ihestandanl. ihk™..!...
tliread is('<^*. and it i*i<iliglitiy roiimlt^l off ai top and bottom, ro ttiM, «
of its depth lieing equal to its pitch, as is the ciua wiih a full V-
4/5 the pitch, or equal to 0.8—, n being the oumber of thread! 1
AVJIOUGHT-IBON PIPE. lUfj
Msea, ete., of W^roaglit-Iron Pipe— (Con/inned.)
Sixes, ete.
Screwed Ends.
' .s^
b
s
-fc
^
^
'"ssS.
o 's.i
5 .CO
Sao o o
J) .=&.
III
I pwt.
Lba.
Lba.
No.
locb.
Inches.
Incheo.
aoo.
843
.0006
.005
ar
.19
.8a4
.893
.13B&.
.423
.0036
.021
18
.^
.433
.5SBi
7&1.B
.£61
.0067
.047
18
30
.567
.650
<:^.l
.845
.0108
.085
14
,89
.701
.Si.'!
sro.
i.r.>«
.0*30
.19(1
14
.40
.911
1.085
■ 1*1 9 l.r.TO
.0406
.840
1U$
.61
1.144
i.8*«a
■ !>'
.063H
.S-i?
iiH
.54
1.488
1.627
^B '.
.0918
.760
inj
.55
1.737
l.StKi
H^'
.1033
1.:5C
11^
.68
a.2
a.ssu
^■o.i:, ^."3
.2550
S.116
8
.89
8.62
2.8J
^B 40 T.MT
.3678
S.049
8
.95
8.341
3.441
^■i M' U IKA
.4998
4.158
8
1.00
3,73S
3 039
^^■M 10 T2H
,«5a8
6.406
8
1.0S
i -iV,
4,435
^^Hl1!>4{K>
.8-3(13
6.861
8
1.10
4.732
4.93J
^^H^J .'M
1 OiO
8.800
8
1 16
5. Hill
5.491
^^H je.TBT
1 4G9
18 ai3
8
1.2C
C 310
6 MO
^^H 83.410
1.099
i«.oca
8
1 30
7 34
7.64
^■■■t8.«4a
J 6)1
41.750
8
J 46
8..H34
8,634
1 t.MI 34 OTT
a.aoo
27.r«0
8
1.57
».8»
9.59
1 \.m\ 40 Ml
4.0B1
84.000
8
1.68
10.445
10.645
■rc(«
ical tubt
ends, 1
iu a to
axis c
f tube =
= ?i inch to the foot
I
^Bl below are butt-welded, and proved to SOO pounds persquai'«' inch I
^^niui khove are lap-welded, and proved to 600 pouiidn per sqaarel
SIZES ABOVE 10 INCHES.
I.Morris, Tasker & Co., Limited.)
B96 ^^P^
Ttt.VTERI.VLS. ^^^1
WROlfeHX-lBOW
wmijDkh tc^bbs, extb% netmgm
^^ Standard Dimenalona. ^^|
v*
Actual Oiit-
TlilfkiiK*).
TliicUiiess.
AOual Inside
A«9
Nominal
Kxtra
Dmible
lllunitflnr.
Ol^^^l
, Diaiuewr.
Dlainet^i'.
.Sli-oug.
Exira
Kxira
[Ain^H
fe
_
Strong.
Strung,
mw
^1 Incheg.
Indies.
Ineheg.
Indies.
lacbes.
iBdJ
1
0 mi
0.51
0 075
0.100
0.138
0 I'JT
•
0.805
O.Wi
0 4ai
..,..•.. *i
li
, ii
0 81
0.H9
0 298
0M»
C.ttt'
^H al
1.05
0.157
0 .'in
0 730
t.m.
H
1.315
iMHa
0 :«}
0.951
DS9
1 1^
].66
0 191
0.!«8
1.S72
?:a
1.9
0 if«
n.40B
1.494
H
S 875
0 -i-Jl
0.442
1.933
14W
■ «Hi
51,875
o.asn
0.560
8, SIB
i.a
■
3.5
0 .104
0 im
4SiW
lati
■ »\4
4.0
0.331
0.M2
11.858
tni
1 ^
4 5
0.311
o.mi
8 818
j.at
STANDARD SIZES
, ETC., OF I-AP.WEI.DKO Cud
^_ COAL-
IBOX BOILEB-Xr'BES. 1
^B (Uori'iis, Tasher & C".. Limited). I
m\
1
i
is
OS
luU^rnnl
£iteiiial
2 - 'r.
6^ i. s 1 J
mh
■a
ES
Ai«a.
A I'M.
•2^ -"
■1^
1^
i'
r
^
Ft
14
J-
_;
^^-1^
^Plnsk 1 Ins.
Inrt, Iiifi. 1 Ins.
"-■%%
Bq. In.i9q.Ft
^.7l»l .oilM
Fl.
1 4«n
n. 1
salt
:a1
1 1-4 l.iM .ow ;t.i:i a.ftjT
Mu .ow;
I.SM7 .(1KB
a 44r.
S .1.
» i-«, i.as*i .lua itoi 4.7IS
i.xsM .oa»7
|.7«7 .IIIS3
8 SKS
! -
1 a-4 i.eiui; .iKn rvDi s.iwi
l.»lt .01»
»,4l>.i .01f,7
S.MS
'! ;
^^t ' i.BM .ws 5 m;, II -aa
H.&W .0177
n HJ .(fJlH
S lilt
1 »'
^K* i-i' -■'^•t o^* I' <«* ' oo*
.1.SII .cnao
a,»7lll irKO
I.IVW
1 •
^■■1-8 t.iSSl AM 7.173 7. KM
4. mi uM
t.Willl .0341
1.1)73
1
^■n 3-t' S.6XI| .lilD 1 7.m: KMI
6.ie» .011
lllKi .l>ll«
l.liOS
I ■■ ■
^■l S tiu' -llN .t ,«.-! g ij.>
n.Mu .«m
J.MU .W»l
1..173
1 'i.j 1 ■.-'
^H 3 1-t' i ui3| .1111 ; » MS
III 2111
7.rili .lll«6
11X57 .IL-UI
ItiSt) .1J.-.7I1
I »«
I 171
I IIS 1 lat ,
1 Ml 1 la
^■3 1-» 3 3113 1 119 tu 'il«
ill Ml
^l s s-t, : .'>ii! .iiv ii.imii.7Hi
v.Mi .m-i
11, IM.'. ,n;«7
I,"**
l.0)» I.Oj
^■t >x.;tii ISO u-.muMK
w.<m .ii:m; la .-^ .<»;2
I.OtS
.•U .ID
^mil^'tm' iw 1113^14 i>;
14 1!K .iMl' ie.»l4' .IKit
aoi
.II4( 1 .K)
^■1 1 l.77tll .1(11 il(.M8ir>.
KM
17.111!, .ISI.'ll ID.IW .1.V.4
.8n»
■"" 1 •'S
^^■4 IK
'I,-, .Tllli .1771 SM.J/Ii .IIWS
.«:i>
.«S7 .M
^^Bff ' '
■ ^it.'. .■;il7 S«.(84 .8II73
-J74
.W JN 1
^^Hh
..ki .JUS »».'.■<» .MW
.mo
•^ 1 'i! 1
^^B^
'11 ^l>ln «:> 1117 44111
.444
.M4 .4M n
^^K^
^ ■^ '-('11 MM
.aw
.W .») 1
II 1
•■•Mil
.Ml
.S47 1 ,p> a
U 1
^.i4
.9M
.91I M I
IS 1
■';I1
.aa
.tin
91
.JRl
M
^^Hi
!^H
.J4T
KM
^M
, ;C, J
Kill
tit
11
f.:i
^^H* '""
■r-.<.l
.»"7
,*»
«l
^■pi
I-II7
.1»7
IM » 1
^^Kci "^1
. . lUO
IM
i»i ' laj
."I? IT boiler liurfACC of tittM«, lb« Wig
■^ heitiiM' iut«mAj orcxtriiijtl tntiHMM
^^Ls
^HLii" '
Miiwrtimllint »Vi-Mn, or W>tt<.HT»\»« 'U^^l
■1
M
H
■
■
J eurlouc
Ql vUe luVt
I
kV>V:\
kklCVk.
I
■
BIVETED IBOX PIPE.
197
he square feet of gnrfooa, S, In a tube of a Ki^en lenetb, L, in fee r,
^inneter, d. In incliM, multiply the length in feet by tb>^ diHuietrr la
landby.aCJS. Or,S=-^~- — = .'iO}8dL. For the diametera in the
Ikrlow, multiply tbe length in feet by the flg:ure8 given opposite ifae
SqimiH Feet
pt?r Fool
Xenjctb.
Inches,
Diatuoter.
Square Feet
p*^ Foot
Length.
IncheB,
Diameter.
Square Fert
per Foot
Length.
.0AM
.18<»
.l!M3
.2618
.3^73
.3927
.45SI
.5238
4 *
.SBSO
Mia
.7199
.78M
.flSOS
.9163
.9817
l.(MT2
e
8
1
8
S
10
11
12
1 9000
1.6708
1.83M ,
S.0M4 !
9.ei80
8.8798
S.MIfl
BIVETED IRON PIPE.
(Abt'iiilnith A Runt Mfg. Co.;
1 puncheil anil rolled, ready fnr riveting', are packed tu convenient
>(«r Fliipoienl. Tim follow iiig (able »howi) the Iron and rivelH rt:<)iiired
Mliched and formed sheet*.
t9i|n*rt Feel ut Irun
ti Id lnivl«- ICO Ltnt'ill
truitchffl iLtKl K<»nin'(l
• *hMi put toother.
11^
Sana re
Feet.
go
IIS
ISO
1^8
Sl«
884
3S9
314
343
3611
mm
Siiiiibi'r 8qunre Kcrt of Iron
irqllliltl III nlnki- IWI.IUHiI
'.~=~-cC
Slit'elt* W'tllMl )iitt lo^etlLel-.
«it= 1
csij-t^S
Dlaiii-
Width uf
te.-^
Eo ecb S3
•<
eUT In
Inobuii.
Ijip 111
Inchej.
1,600
14
]W
897
1.700
ys
]^
43S
l.fKW
]<)
1 w
45.'
1,900
18
Jl2
ftOG
a.ooo
so
}W
fi6a
a.axi
S3
1^
fll7
V,:<t>0
S4
1^
(170
?.JIM1
BB
1 i^
7^'>
a.soo
88
]S
rio
a, BOO
HO
)S
«HB
S,700
3fl
1%
ees
8,800
«.«O0
3.000
3,800
3.rino
8,700
3.000
4,100
4.4CO
4.fi00
C-JOO
HT OP ONE KQirARE FOOT OP 8HEKT>IRON
POR RIVETED PIPE.
Thicknea* by^ th« Rlrmtngtaam Wlre-Gauffe.
Ttiick
111"* in
IVvimalB
I if an
Inch.
.I'lft
IKi
OJX
iOS
WeiRht
III ll« ,
Blucli.
.I<8
t.m
J 40
\\ViKh<
hi lliH..
BlUL'k.
l.W
8 «1
8.113
4.37
Wpieht
in His..
(JmIvhii-
Ized.
« 19
4.ao
198
MATERIALS.
SPIRAI. BIVKTBD PIPE.
(AUcndrutb & Root Hfg. Co )
Tbicknesii,
B. W, G.
No. ■
9S
93
80
18
16
14
Inch eg.
Diam-
eter,
Inches.
.018
.Ota
.(M8
.OSS
.049
.065
.063
3 to 6
S to IS
3 to U
S Co 34
S to -24
B to Si
B to ti4
Apprivxlmat*" Wpiglit
ill Ihs. per fool iu
Lenglli.
lbs.:
=a of diun, in ioa.
=.4
= .B
=.6
= .8
= 1.1 "
AppfoiliiuI«j
iDg Preaurel
|ier sq. il
!T0O]bs.-HlM
aooo " f '•
4H00 " -I- "
B400 " ■*■ "j
The above are black pipex. OaWanbsed weighs from 10 to N |i4
heavier. Double Galvaaized Spiral Riveted Flanged Pressure Plpe^
to 150 Ills, hydraulic preBBUre.
Inside ditttneUM's, Inches 8
TblcUuesu. B. W. G ,30
Nominal wefght per foot, ]ba,..j 9)4
SI 61 T
»I8 18
4 &I 6
B 9 IDIII
IS 18 16 IS
6 1112
l-.'|M|l<
16 leu
14llS|«0
DIMENSIONS OF SPIRAL PIPE FITTlNeS.
DltuenitiouB lu luchcs.
Inside
Diameter.
ins.
3
4
e
B
7
8
S
10
11
1!
IS
14
IS
18
18
80
Outside
Diameter
Flongea.
G
7
8
B%
10
11
13
14
IG
16
17
ai 3-1 e
Number
Bolt Holes.
Diameter
Bolt Holeit.
4
B
8
8
8
8
8.
8
13
13
n
la
18
13
I«
16
11-18
11-16
Diailiefi !•
Circles on
which Boll
Holes are
Drilled.
SEAnrLBSil BRASS TITBE. IRON>PiPB SI
(Kandolph Jt Clowes).
(For actual diraenBlons see tables of WrouKbt-troa Pipe.)
Kom-
iiiai
Size.
WelRht
p«<r
Foot, lbs.
No.n. ^
Inal
8t»-. F
4
S
6
T
V » V
4
6.833
8.S«U
\
BRASS TUBIXaj COILED PIPES.
199
SIVKSS Ita.A\ni BBASS-Tt/BINO.
(Baodolph & Clowes, Waterbury, Conn.)
meter 3-16 to T^ inches. Tliickiie«!i of nallg StoiS Stubbi*
(13 feel. Tbe foilowiD^ nre the standard sizes:
SEAMLESS DRAWN BBASS-TtTBING.
IF
Stuhbs'
orOl.l
Outside
Diam-
I^eiiKt]]
Feet.
Stubbs'
or Old
Oiitsidp
Diiiio
Len*;tli
Fett.
Stubhs'
or Old
a
Gauge.
eter.
Uauge.
eter.
Qauge.
ao
m
12
'-* 1
^
IS
2
10
13
14
la
a
19
12
13
3
li
«
18
18
13
^
u
a
18
I i.*-ifl
le
la
13
a
17
I 15-16
12
12
4
10 to la
a
17
12
13
a
10 to 12
i
J7
2
IS
12
fti.
10 to IS
a
17
1
IS
IS
10 w 12
»
16
18
12
5^
10 to 12
a
16
18
12
0
10 to 12
L
15
3M
12
11
COI1.KD PIPES.
'ational Pipe-betidiiiK Co., New Uavcn, Conn.)
DF STEEL OR fRON PIPE ; WELDED LENGTHS.
I Inches
1e dlAineter of coll contaiu
t of pipe HQd less. . Iiichfa
d*" dianietpr of colli) ov«r S^
Wt o-ver 5»0 feet Inches
Butt- welded Pipe
I.d
Wfi<
I'll
H
H H
H
1
IM
m
s
8W 3«
4
6
6
I'j
A
7 ^^7H
m
S
11
14
f SEAMLESS DRAWN BRASS AND COPPER TUBING.
H
»
m
Id
14
16 IS
Hrawosteel tiibM. imported ly P, B. Justice * Cn. Pliila-
^e In Klzes from i^ to 4H Inc'ics r.;.i. .1 diameter, varying
»itli thlckneM ot walla from 1-IC to 1116 inches. Themaxi-
115 re«t.
LEAD PIPE.
I.BAJ> AND TIN«I.INKD liEAD PIPE.
[Tathniii A Broti., fTew York.j
..
II
1
1
iT
S
^
I in.
E
0
••
D
»
■ «
0
12
•t
B
10
1*
A
la
M
AA
87
•*
AAA
l^ln.
K
D
7
• 1
0
9
• »
B
]l
i
A
13
• •
A A
AAA
18
l^lD.
E
19
D
48
*»
C
85
*t
R
8
•*
A
9
■I
AA
IS
**
AAA
IS
m In-
C
to
B
ii
•*
A
iB
ll
AA
8
3 111.
C
10
B
la
'*
A
15
M
AA
ay
It
AAA
Xi
ao
Weight r>or
Foot aad Roil.
Hi 11)8. per
foot
OP I.KAD PIPK \«'III<?H KIIO«<LD BK CSED
FOB A GIVKN HK.tD OF WAT1i:K.
(Taihani * Bro.s . Ni>w V<ii k.) j
11^ m\ iDcli.
lSlb«.
»lb«.
aoibs.
nib*.
Ll«0 )b«.
CftllUra Bii4 Wciiflit per Foot,
Letter. Hlnob. H inch. ^ Inch, ^incli.
D
C
B
A
AA
AAA
to M.
IS 07..
1 lb.
lUllHi,
lU ll>8.
If4 lbs.
Mlb. 1 lb. l^llix.
1 Iti. mibH. 1U Ihv
iWlbB. » lbs I'W 1I)M.
l»ilW». -njlbs. :| llw,
2 lbs. ^ii lbs. auibs.
» lbs. 4t IbH I 4Pi IhH.
I Inch.
1)4 in.
3 lbs. 2U IbB.
-J>ilb!<. a IVm.
;ilH ItmJ a^i Urn.
4 Ills.' 44-4 I s.
4^1bH.. 0 III
0 llR.^ e^i lb
>la4 tbe IblrkiieMn ol* lead plp« required wlieu the
1 of wmer I" Iflven. iCbnuwick Uyicl Worksi.
I.e. beail lu feet by sl2« of pipe wanlwl, •'X!
7W); the qiiolleiit will give tblclcness rcu
-/cvguimJ tbIckaesB of half-inch pipe tor a head
sex0.a>-*- TOO =0.16 inch.
MATEK1AL8.
«i w
issilEllsSSiiiSiss
^»5
S5
• a
o d
*
1^
1
-p
= s
|J
-J 3
1'
5e
^
ss|§SiBS§iiS23=8il
^«ss3ill§iiiisl§ii
vs(5^Sssi:322=2SgSa8i
S^S^$!S^3;i33S3SSe3Si
-^ s si IS -«> K — c> e> « t-° « lo le V « id a
b
s
a
1
^^
m. ft
°~,
J3
K
^
?
^-
u
.ioooioeoeao9^7t<pgS2S2r*d
BOLT COPPER — SHEET ANT) BAR BRASS.
'WEIGHT OF ROUND BOLT COPPEB.
Per Foot.
Founds.
.485
.786
1.18
1.70
2.31
Incbes.
Pounds,
3 08
«.83
4.TJ
5.7^3
«.B1
Inches.
UrSICHT OF SHEET ANV BAR BHAM.
nesi.
I or
III.
»
K
SUeeta
Squai-u
Roilticl
per
Uki-b 1
Bars I
sq. ft.
It. lOII^.
ft. lung.
i.n
.014
.011
a. Li
.050
.045
8.17
.I4S
.1110
10 M
.iv?
.178
-18.85
.aw
.S7S
.510
.401
19 (r
.eon
.645
M.80
.907
.ri-.'
?4.S3
1.15
.904
.27 25
1.42
i.ri
ay B7
1 72
^.s.•>
8J 70
a. 04
1 60
*5.4-J
2.40
l.M
.t^ l.'S
a.7s
a iH
40 87
3.10
2.50
43.00
s.ea
a, SB
Tliickness,
Sht^etw
Square'
Siiln iir
|.er
Barn 1
DIani.
sq ft.
ft long.
iDChcH.
1 l-IU
40..*!!
4.10
JllB
40.05
4 .59
51.77
5.1;i
1 5-10
54.5I>
5.B7
!>'.ti
fi Jfi
I'^.IB
^9 95
li.S6
IW.«7
7.50
\%10
fiS.lO
8.16
«H.\i
S.80
m
70.85
9.. "59
1 11-10
73.57
10 .»«
i«
78. W
11 IV
1 I3-1«
7!l.il.'
II.IKl
m
SI. 75
I.' 7B
I is-ie
H4.47
18, «3
s
87.1»
14. B«
Koiind
l^r^ 1
ft.loil),'.
3.01
4 Ih!
4 45
4.01
5.39
5.89
0.41
fl.95
7,W
8 IS)
8.73
9.30
10.01
10. ;n
11.40
4
6ITION OF T.lRIOrS GRADES OF BOLLKD
BRASS, ETC.
Trade Name.
non bigh brass
w metiil
idgebraw.
brass
;bram
rod
ebnus.
r cent German silver.
Copper ZlDC. Tin. Lead, Nickel,
81 .5
60
60
60
60
88.5
40
m
40
40
83W
90«
1 above table was furnlslie<l by the Bijpprinleti(l<"nt of a mill In Corinec-
hi 1>i91. He says: While each mill lias its own proiHuiioiiB for snioux
iirvs ■!epeti(liii(; upon the purposes lor which (lie pioJiici Ik intfiiilea,
u are alioiit tlie averRui.- st-andnrii. Thus, helwecn cailrldiris
per cent zinc niiii coiiimoii hi(th brnas wfilv .^HW pri' ceiil
my number of dilTpirnt mlxtiirpg known eeuerally as " \nc«
(. or >jti-rit)ca//r na ••.</<////(/«;?• firfl.ss. " "drnvinK brass," elc , ■Vfbetvw
monnf nf sine Jf dependent upon the Hmouiii of scrap used In the Tn\x-
" itftrn/e ot votklu^ to uliJcb the meti\l Js to be subjected, eUS.
JfATRRTALR.
AKKBIOAN STANDARD SIKBfl OF DBOP^NIiai
Diameter.
Fine Duet,
Duat,. ...
No. 18.....
" 11. ...
" 10
" 10
S-100"
4-100
5-100
B-lOO
Trfip Shot
7-100"
Tl-np Shot
S-100"
= 2
lOi^
vii'ii
ftl8
aes
Diameter.
No. 8 Trap Shot 4TJ
•■ 8 9-100" 3911
•• 7 Tmp Slioti 33H
•' T'lo-iwj" aoi
■' t)'l!-100 2lS
•' 5 12-100 ! 1«S
" 4 1.1-100 I i:«
" 8! 14-100 I lOS
No.
«...
1..
B.
BB
BbB;
T. .
TT..I
v.. j
FF..
elet.
15-100'
IS-tOO
17-100
IS-ICO
It-lOO
SO- 100
•21 -100
•a-m
as-ioo
OOniPHBSSED BUCK-SHOT.
No, a
" 8.
" 1
" 0,
Diameter.
S6-roo"
S7-100
80-im
SS-IOO
No. of Ball*
to t-lie Jb
S33
in
140
No 00..
" 000
Balls...
Diameter.
No.4
M-IOO"
:i-ioo
88-100
44-KW
I
SORE%r.TSREAD!!, SELLERS ^U V. 8. 8TANOA
In ISM a cuiiuiiiltmi of the Ki-aukllQ Institute recoil irii cm If d ibeW
of the system of ucrew-threads ani' bolts wbich wn.s licvj... d hv Mr v
Ssllers, of Plilladolphia. Tliis Bftin« Bystfjin was fh!
the slnndanl hy Imili 1 1.« Army and Navy Uepartinei
and hy llie Mn-sttr Mechanics' and Ma.ster Car Bni:
that it may now iw regarded, and in fact is called, the UuilvJ JjlcUe
dard.
The rule fflven by Mr. Sellein for proportlonlnir the thread Id m f<
Divide the pilch, or, wimt is llie same thinp, the side nF the thm
ej^ht equal pwris; take off one part from the top and till In our part
bott4itn of the thread: ihen the flat top and hotiom will eqiial onrell
the pilch, the wearing surface will be three quartern of the pitGlkt
diameter of screw at bottom of Uie tliread will be expressed by I
niula
1.890
diameter of bolt — ;
no. threads per inch
For » sharp V threAd with angle of 60* the formula ii
1.738
diameter of bolt -
I
DO. of threads |M>r inch
The angle of the thread In the BellerB !<yslem ia W". lu ihe Whitu
English system it is .W, and the point and root of the thread arv nw
8crew>Tlireada, C7nl(ed States StandaNI.
a
a
s:
so
18
i
o
10
10
m
Q
E
1
i 18-1«
i
s
1
S l» 1
^la
liie
ii,.
T
a
»!•
16
14
itie
9
»
6
!«6-I8
«6-U
M
i
ijd
8
7
7
i
1'
it
\'
l^.
V. S. OR SELtBRS SYSTEM OP SCREW-THREADS. 205
Srr«<r>Tbreadii, Wbitwortb (BttEtliib) Standard.
11-18
15-16
15-16
n
11
10
10
0
9
k
SH
8
. L OB 8KLLEKS STSTEn OF SCKEW-THBE ADM.
iOin AND THREL&DS.
^: it
<
s
'"
J"
In
llli. tUS.|
.issj.Ofwai
.tmi.oin*
.'2W .(JOTS
•atf .008a;
.«»I.00W1|
.(MO
.077
.1IU
.150
.196
.549
.307
.IIV
xw
rm
HKX. NUTS AND HEADS.
g .
Ins,
.04.1 19-82
.c;3 n-ifi
.093 2»-3S|
• IW M
.164 fl-3a'
.■-'»2|1 1-16
.aO'.'iu
.lao I ;-iB
.V.51K
.fiw'i^ li-16
: .1-16
■% 1
i -I'jy-tfi
•J.05I la 15-16
4 11-16 10^4
4 LVIB 10 -lO-M
5 8-16 11 iH-61
ST-16 \m
511-10 1!^
5 15-16 Vi is-".*
r^.trGJSfl #Y>J» #BO.V FOR STRKW THRKAOA.
"•er wze. and as ihere are no over-svw
MATERIALS.
STANDABD HBT^SCBGWS AND CAP-8CBK1
AmorlcAii, Hartford, and Wcircestcr Machine-Screw Coiiipanies. ~
(CoDipiled by W, 8. Dixo
iinet^r of Screw. . .
IjreatlK prr Inch
lot Tap Drill*..,.
tmeter of Screw..
ndH per Inch...
BeotTap Drill*...
(A)
No. 43
(B)
3-16
34
No.ao
<H)
B-ia
12
31-64 17-Si
(I)
(C)
No. 5
(J)
21-38
(D)
&-I6
18
i;-*i
(E)
a
si-ei
8
Set Screws.
^n ort
1
Lou?
^Blaiu
Diaiii.
of Head
.35
iDl 5-j6
.44
'E) «
.S8
(F) T-10
.tK
tQi H
.71
(H)0-18
,80
ll) i
.89
(•» 4
1.06
CK) 2
l.»
(L) 1
1.4« >
'») m
1.60
<N> IM
1,77 1
(irnder
Hand).
itoa
Hex. Bead Cap-screws. | Sq. Head Cap-a
SUort
Long
Dlam.
Dinra,
of
of
Head.
Head.
r-16
.51
«-1«
.58
.S3
n
.78
.87
i3-ia
,»t
?«i
1,01
1
I.IS
iH
1.80
't
1.45
1.5»
iS
1.78
Letielbs
luiidrr
Bead).
SlioH
Long
Dlam
Dlam.
of
of
Head.
Head.
■Hi
.9S
7-16
.82
H
.71
9-16
.80
%
,80
11-19
.«8
l.Ott
2
1.S4
1. 1
i.eo
]U
1.77
]U
l.»&
>«
«.ia
IVlWj
i«»i
«H»'
• Kor roct Iroo. Kor numbers of twlat-drills «?«< p, SO.
[ Tlireatls ar« U. 8. StBiidard. Cap sf rews are Ihrf aded *i letiRlh m> I
BludlDK I'dlam. • 4" I'Hik, and l^ Irnijlli ahnve. Leii^ftlis incniwi'l
' ' u tlio liinil!! kIvvii. Leni^tii* of tieadt, eiMI* I
i screws
I tlie flat-bead screw i«TG<>, ilie alJea msklocj
Do n>>J.
IZE8 OP SCREW-THREADS POB BOLTS AND TATS.
ilurnetl to the Hize t;iveii la Uib dIdcIi column, theiw sJiMi l»Hiiir '
^it tliubH of ihe ruKular L'. S. Standard bolt, at ih» boitmn cil the
'i phis tin" ntnouiit allnwed lor (it .'lUii wear uf tap ; or, lu dOier viniiln.
J. 8. Slftndard d + {D' — L>). Gttiipea lik« tlie one itl tlit« out, Yijt
Humigked for ihi8 sizing. In flnisluug the tbreaUs of I lie ta|i a Uiol
Fio. 78.
Id which lias a removable cutler flnislied aaeuratsly to Ksuge hy Krlnd-
"■'nlool being correct U. S. Staniionl a« to angle, ami flat nt the point.
) in and the threads chased until the flat point ju<.t ti:iiiclie.<i the \:ur-
[the tap whiiTh lias bei-n turned to size li'. Cai^> haTinii l>ecii taken
|Uw''jmi (if the tool, with Its griudini; on tlie top foC'- la tixliire beiOK
Tll*i for this to insure its being ground properly), and also uitli the !i»>l-
tlhs tool properly in the lutlie, the result is that the tliiends of Ihe tap
nwily silied without further attention,
letidenc that one of the puiuiK of udvantage of the Sellerx Kysteiu Ik
'"Bi). I.e., Instead of the tapB beinp flatted nt the top of the threads
Btharp, and are consequently not so durable a-i thej' otliernlsewuuM
tpracticallv' this disadvantage is not found t<~> he xeriniiB, aiwl l.s far
biced by the Kreater ease of getting iron within tlie piv«Tllie<l
y, "Mleany rou^ bolt when reduced in size at the loii i.f iho threadc,
"T Or otherwise, will flt a hole lapped wlili tlie V. S. Stuiidard ham)
mttfording proof that the two kinds of hnlt^ or wiew.s marie for the
Berent kind* of work are pructieally interchangeable. By I his ftyatem
I aui he .005'' smaller or .OlOS" larger than the nominal diameter, or.
*»onls, it may liave a total variation of .Ol.'**", while IJ" iron can be
Ignaller or .08OT" larger than nominal— a total variation of .0414"—
Wb these limits it is found pnirlicable to procure the iron.
BA&D SIZKS OF SOREW^THBEADS FOB BOLTS
AND TAPS.
(I.'HAS. A. lUCEH.)
1
%
8
4
r,
6
7
s
9
10
4
n
~~o
rf
h
/
IJ'-D
V
tV
H
Inches.
iDChea
Inches.
Inches.
Inches.
Inchw!.
luchef
Uichex.
iS*
»
.9G08
,1855
.0S70
.nofia
.006
.3668
.191.'.
.205(4
16
.a94S
.8408
•wai
.0070
.006
.8905
.8468
.afi«9
^
H
.3885
.29.351
0474
.OOTB
,006
.DIMS
.MHW
..3I.W
14
.4AS0
.344;
.iKMl
.(IW9
.006
.4900
.35(y7
.3fi7i>
A "
.SIM
.4000
.05ft-i
.0006
.noii
.ri*Kl
.4060
.4iao
i-tU
13
.5805
.4543
.OtiSI
.OlM
.007
.68715
.401.1
.4804
,&
II
IM47
.50611
.0680
.0114
.007
.6517
.ftl.%1
.NHO
S
1(1
,7i-|7
.6201
.0T5.S
.01 K
.007
.7787
.6371
.6499
,a
g
.81»1
.rsor
.OtM'i
01!i9
.007
.flOIll
.7377
.7830
li
8
I .rta7i
.8:170
.0047
.OIE»i
.007
1.0S41
.844B
.8731
!L
7
i.i»a
.BiXU
.lOiQ
.0179
.007
1.1039
.9464
.BTM
7
1.2809
1.0044
.1083
.0179
.007
1.S8T9
1.0J14
1.1089
i~a
ominal diameter of 1
>oIt.
:!16S
''ctctual diameter of bo
It.
D
= ^4-'
>i
i = liiiuneter of bolt at 1
lottoin of
d
= .4-'
.21)904
4
^^H
thread.
*/= timber ot tJireada pet
iacti. / A
.7677
•n
D-t
■ 4
■
- ibt of bottoia of tbrenc
'• /
n
.ise
- —
a
\^IJ> of thread.
/ / =
A
^^^1
^
nu
1
aaieten
t befon
of tap.
Cappuig
d
1
£ =
n
I.3S8
^^^
a6^»u'>
r
208 MATERIALS.
STANDARD SKT-SCBGWS AND CAP-8CBEWS.
Ameiiuau, HartCord, Biid WorcesUT Machine-ScreM' Coiiipiinitn,
(Compiled by W. 8. Dix.)
Diameter of Screw
Tlircatls per Iiicli.
Size of rap l>rill»..
STANDARD MACHTXE SCREWS,
iOi
STANDAan JIIA€BI»S 8CBEW8.
lAui. Screw Co.'s (.'atulogue, 1883, iBOi.)
Threads per
Inch.
1
DUun. of
Body.
DIam.
of Flat
Hea4.
Piani. nf
Hound
Head.
RIani. of
FlliHier
Head.
I^Dgtha.
From
To
56
.0843
.1631
.1M4
.1383
8-16
\4
46
.OBTS
.1894
.17S6
.1545
8-16
1,
3i, 3fl. 40
.1105
.M58
.3038
.1747
3-16
i
3^, W, 40
.1338
.'J4ai
.aaro
.UI85
3-16
1
30. 3a
.l.Tfl8
.3084
.■£,12
.8175
.Vie
1
, 30. 3J
.ISOO
.aojT
.-.•754
.aaog
11
IS
baoo. 34
.(£31
.3S)0
,•,■986
.aeio
"4
^H4. 30,32
.i:o8
.3474
.am
.2600
'4
■Si. 30. 8i
.litM
.3737
.a^ao
.30)5
1^
r^Ki-aj
.ai5»
.4263
.3*a
.3445
H
m
T so. S4
.4421
.4701)
.1364
.38C5
>i
„| 18. 18. 30
.9684
.&3ia
.48a<S
.4300
{ 2
^
m^m Iff. IB
.aM7
.584J
.5248
.4710
l2
^■IC. 18
3'JIO
.(i3*l.S
.5690
.5SO0
5t
^Hrin. IP
.3474
.S894
.0106
.SS-W
8
^Vi4. in
.3737
.740O
.«3*J
.eoo5
!^
8
^Vl4.
.40l)()
.74JO
.i;938
.64::.'.
»4
3
^Vl4
.4-.'ll3
.7010
.7854
.OOiM
it
3
T "• '*
.4540
.tM;a
.7770
.7840
1
3
\ffta vary by lCib.<t from 3-16 to ^, b^ Stbs from K to 1)^, by 4th!i from
^■rZBS AND WKIUHTS OF SQUARE AND |
^r HliXAUONAL NL'TS.
Mfl Stales Standard Sizes. Chaiuferrd and trimmed.
Punched to salt V. S, Standard Taps.
F
MATERIALS.
Diameter in
inches.
45 to 85
40 •• 52
So'**)
a4 " 35
a4 " ao
18 " 24
16 '• 30
14 " Itt
8 •' IS
8 '• 10
5 H9.16
5 x«
4]Zt7-16
4 X 7-16
8 "%
400
4K
550
TSo
820
1250
1350
1550
iKW)
SO
K
S3
iO
15
13
t
e
7
5
STREET B.iHUWAir SPIKES,
g
I
Splkee.
5Uxo.ie
5 xU
43iix7-ie
Number In Keg, 300 Iba.
Kt>Kii per Mile, Tle>*t
betwevD CenirrS.
400
575
SOO
30
19
la
BOAT SPIKES.
Nnmber In Keg of SOO Iba.
1
SPIKKS; OUT IfAILS. ^
IKumber of Nalla lu K«v of 1£0 Po-
SbB.
Mtn.
i!-l4 tu.
Kin.
7-lB In,
Hill.
thfrtt
SS50
18B0
1650
1101
" ihm""
UilS
]oe4
8SS
6T3
"
11^
""■7«""
670
45S
4sM
3S1
445
884
am
E70
349
1S%
m
MO
SS2
fll
SV8
■!■
ISO
^nB£ SPIKES.
Site.
fike
Approx. Eize Ap. Ho.
otWireKikits ill lib.
a in, Nq, T
3W " ■• 8
I " " 6
m " " 4
S *• " 3
b^ " '■ a
w
S5
SO
IS
12
8!w.
eod Sp!i[«
0^ in.;;
8 " "
9 ""
of Wire Sails, in lib,
6 In. Fo. 1
BU " " 1
7 " " 0
e " '* 00
(0
a
r
B
.KNGTH AND NmBER OF CVT NAII.S TO TUG
POUND.
31a,
3
i
1
5
61
48
i
1
1
be
B
1
K
0
5
"sod'
am
lliB
Hi
ss
TO
44
34
18
14
10
71
ffij
46
4a
iW
iiw
410
£oa
1S8
]ie
130
IDS
76
OS
"iooo
3GS
BOO
BOQ
878
»>4
IHO
■ '."'.'.',.
"m
'■'■"•'•'
isb'
86
m
.^a*
"m
!10
SI
71
M
40
sa
ISO
TS
65
&S
40
ST
,,..
se
)b!
"si- 1
'iM..
......
■■■/"■■/ ""'7
.■-..
..PPROXIMATE NUMBER OF WIRE NAILS PEK POUND.
^
z
sows
So-v*
^^40tfitvOk
IQIOK^
Cc^iQOi^niaco
•*=2£««SSg5i_
CkOWVt^S
^;:?:S2a8Kfc92§?5§
a2SS?Jssgs?5gpgus3
> — -c Sjs
a ?- o r
IB '«. = •
2 = C I
e t — ~ s
I I SUSSSS%SSSSS^|2g|
« I 85SSSS!5S3SSg3feS|||g^ ; : :
^w^CAB*^^
:8|52iSgg=S5sii^||||i
♦^r-^etw-Tiot-tflt —
fl
I
m~'
^ -
^
^^^^H
^^H
Wk
MATERIALS. '
^^^
m
^tXB,
WEIGHT, LEXGTH, AND STRKNOTH OF ^|
m
WKBE.
m
1
Treuloii Iron Co.)
M
■
Tf nvile Strc-ne^H
Sr>. by
DIani.
AffCL of
^laii'iflririi in
Feet to
Weight of
proximatt-) of CwH
Iron Wire in HooDiH
Wire
mala of
Oue
Inch.
Dwim.alsof
the
Found.
ODf Mile
in [lounds.
^jMige.
OiiH Inch.
Bright.
AnnMii
00000
.450
.ISOttl
1.9&1
3833.318
13598
«4»
0000
.400
.13.^0
2..V)8
•A3S.B78
9955
Tiik
000
.300
.lOlTil
2.011
1SI8.574
sm
g^H
00
.s.%y
.ItSlM
s.ifa
153^.801
6880
!^^H
0
.305
.071300
4.057
1301.678
6036
^^H
^^L 1
.ass
.00379
4.(U5
11.1(5. 878
BSSfi
9^H
^Bte
.285
.05.^15
B.374
983 &X
4570
^^H
^^n
.845
.oiru
0.38(1
a3« 948
SMS
^^H
^^h
.235
.03970
7 404
708.3(15
8374
^^H
^^hD
.905
.avwi
8.970
5(<(<.189
8889
i^^l
^Hfl
.lao
.oasHr,
10 45H
UH.OM
»;«
3^^l
^■7
ATS
.(»i(ij
li.Si-1
43H.4T8
3130
^^H
Hb
.180
.o-»ii
11.73e
35s. 3006
1813
^^H
V9
.ll-l
.01G51
17.9.')0
394.148S
1507
^^H
10
.130
,013-i7
H *«
330.4381
1333
^^H
11
.1175
.01084
37.310
193.1434
1010
^^H
Ji
.105
.00rt6fi
34.319
1?>4.2810
610
^^H
■2,8
.oaas
.0087a
44 003
110.7801
631
^^^H
Wk
.OS)
.(10508
ftS.OlU
89.0(110
474
«* 1
m»
.ori)
,00.195
TiJ.'J^i
68.5873
573
«»
~8
.081
.00298
101.488
53.0(1*0
293
HO
K
.05J5
.IWJItt
137 174
88.4913
iH3
la
18
.015
.0015W
1S0.»S5
88 3178
109
itf
19
MO
.ooi»eo
3M.084
iS.S973
137
10*
aa
.03.'j
.floDoe-ji
303.(179
17.1388
lOi
so
31
an
.031
.038
.mr;t.i7
.lX)Ot!157
W-2 773
481. 3»t
ia.44-.'9
10.8718
- 5.0 ' t
t mA
u»
.035
.OlOlDOO
(i03.*33
fi,743:
^'fl
34
.o^a
.00<X337«
715 710
7.0Wtl5
= .^
35
.OiO
..OaO:J14-2
91.1. 39G
5.5988
^^- ^^et'^H
36
.018
.OOO.'.'ilS
1104. (W»
4.SSS4
j'^li"!"
3 ]^H
ar
.017
.oiH)*;to
1*15 0:0
4.0489
'•fisH
^■M
.016
.Oi«).'i)|I
1171;. HOB
3.a8i»
' c^H
^^B
.015
.n0017C7
107G 989
3.1485
-^^H
^Hq
on
.O0OIM9
llhiS 3'.'1
a. 7434
- '^^^1
^^Btt
.utn
.00013J7
•J.'SJ.S.W
3.3610
If-^HJ
iBii^^^l
^^C
.013
.0001131
•z&.v.mr
3.01 18
H^^^H
^^E
.011
.OLlOOU.V)
3110 093
1 .11038
^^^^1
^^H|
.011)
.oooarmi
:i7~^.[>Si
1.801)3
^e|I1
^^^^^^1
^^n
.0005
.000OTO8S
1IM.508
I.36S4
^^^^^1
^^E
.00»
.0000646-i
4657 73)i
1.13M
^^^^1
^^■f
.OOW
.00005875
52-.>3.0.»
l.Olll
^^^^^^1
^Bp
.<m
.00005037
.N89C.147
.89549
^^^^^1
^HP
.vm
.0001X118
07S4.a«l
.78673
^^^^^1
^^
.on
.oooossts
7099. 3.53
.68587
^j^H
i
k
J^
J
]
TKSTS OF TELEliUAPII WIRE,
217
LVANIZED ate«»\ WIRE FOR TELBGRAPH AMD
Teii£PHO:VG LINKS.
(Tmiion Iron On.)
IGHT PER Mile-Ohm. — This Uim i- tn Im- uiiderxlnod an illxtlnguishiDg
itCnnce of iiintrridl only, nnd ni>-Biis tlie we iplit of kucIi inatt-rial r»-
pt-r mllf to Kive the resislanoe of one ohm. To asi-ertalii ihi,' Jiiilpn);e
ice «^f any wii^, divide the " weisrht per inile-olwii ^' by tlvt* wt* icln ''f
ire \t*ir mile. Thus in a. ^rade of Kjttra Bust best, of which thi- «i'li:hl
_jiIe-olim Irt 5000, the mlleaBt- reslsUinoe of Nn. fl iweiiflit per iiillo tmu
Svould l)e about BJ^ ohiii-s; autl Ko, 14 steel win-. flfiOO His. weight |ier
bin (95 lbs. weiRht pf r mile), would show ahont 69 ohms.
)es of 'VFIre iia«d In Teleeraph and Telephone Llni**,
4. Has not been innch used until recently; is novr usetl on Impoitatit
vliere the iiiiililplox systfuis are applied.
. 5. 1-ittle used In the United Slates.
a. Used for important circuils between cities.
8. M«-tliimi pizo for circnits of 400 miles or less.
I 9. Kor similar Ir.paliotiB to No, 8. hut on noinewhat shorter eirutdlsi ;
lately was the size most largely used in this country.
10. 11. Kor shorter circuitu, railway tele^aphs, private lines, (lolice
Ire-alarm lines, etc.
ri. For leli-plioue lines, jiolloe aud flre-alnrm lines, etc,
P. 13. 14. For telephone lines aod abort private lines: steel wire Is iised
renerally in these siies.
_ (•'■atinfi of telepraph wire with zinc as a protection afcainst oxidation
W fte'i'Tallj' adndtled to li<- tlie most •-fflcnrinofi mi'tliod.
• irrai1'-6 of line wire ai-e senerally known to llie trade a.s "Extra llesl
• tE. B. B.), •■ Be-it Best " (B. B.), nnd "Steel,"
Extra Best Best '" is made of tlie verj- be,«t lion, as nearly pure as any
Inprclal iron, soft, loush, uniform, and of very high conductivity, Its
Hit per niile-ohin being aljour iiCdXIlba.
le " Best Best" is of iron, xhowinK' In tneohuidcal teats alinoi<t as (»ix)il
Its an the K. B J)., but not ijuile as soft, and Iwhig somewhat lower in
Inciivity ; weiijlil per miJe.ohm about 5700 lbs.
t» Treniou " .'<teel " wire is well suiteJ for telephone or short telegraph
t anil the weiphi per luile-ohni Is about WVOO lbs.
ke follo«in(t aie lapjipoxlmntelj )■ the welKhis tier mile of various sizen of
anized teletfravih wu'e, drawn by Trenton Iron Co.'n Range:
Ko. 4. S. B. 7. tl, a, 10. II. 1-'. 13. 14.
Lbs. TlM, GIO, W5, 450, 375, 310, SW, SOO, 160, 135, D5.
TESTS OF TELEGRAPH WIRE.
he following datik are taken from a table ^Iven by Mr. Prencott relulIiiK
Bsts of E. B. B. Kalvanizcd wire furnished the Western Union TeleRrapli
re.
n
8
7
8
«
10
U
II
14
Plain.
Weight.
ParUi of
One
Inch.
Grains.
Founds
per foot.
perndle.
.9»
1013.2
88)]. C
.£»
Ml. 3
873.0
.803
7.'>8.9
57-J.a
.180
5B6.7
440.0
.I«5
B01.4
378.1
.148
403.4
.so4.a
.1S4
3.W.7
249,4
.ISO
965.3
aoo.o
.100
SIS. 8
165.0
.088
126.9
05.7
T.,..„tk Resistance.
F"et i 1'^'"P "•** ''*'"'-
per
pound.
Feet Ohms
per ohm. per mile.
0 00
7.f»
9.S0
11.70
14 (»
17.4
21 3
SO. 4
8-J.O
55.2
958
TO7
618
579
409
828
369
SIS
170
104
ltd t to of
Break iiiK
Weight I..
WetKhl
per n<ile.
8.B1
7,S6
8,64
3 05
10. bO
8 411
13.93
8.07
16.10
3.88
19.60
a 87
24.42
S.9T
20.80
r(.43
51.00
8.06
i
JorJiTB in Tklroraph Wires.— The fewer the jolntH in a line the 'jej'f"':
11 jiiiulK should be carel'ullv made and well soldered over, for a l>a( Joint
Al' cauie oa much resisfcao'ce to tfie electric current as Mvevai inura ol
irt
218
MATERIALS.
81
lis
eM9)»i«4e4ep-teaa
::SSSSS^S:»sl3SSSXt;3tl
Q
e
P
MS
iC
M
OS
is
fiisiSSiiliiipiiiisiSi^eiSeS'-ggSSsasi
i§iii§§ilisssl§iS8c£s?§§l§ii
° I -^a ;:„SS;3SSSSa4SS^P«S££|gi§§ll^lli^lS
|l||§||||||||giP"g|l8SS3asss«ssss
iillligsliliiiiiiiligiiiisssississ^
1 nstn-«^kattMe ma ace
e
PB
<
t
iilliiliiiiliilli
^^" i
i) S M Sr- 3 C t^ ? N s S «
sgiisssi
=ilii|iiPiill|S|i|iii?iiHi3ISi5S;
I
i§Sff„§iSsi£§!S2§ligi§||ig§ii§§||§i;
f
;0>'S, WEIGHT, KESISTAKCE UK COPPER WIKF, 219
'^'!^Sii||i|&|pi§iS|lgi|ig§i|i>i|iigiiig§s
lilliiiiliiiiiiiiililliliiliiiliililiii
1 1 iiiiiiiiilissiilliiiiiiiiiu ...... i if liil
&Nsii§iiiiiiiiiigiiiii||||i|||i||||||y
iWpssiiiiiPPii^iiiliiiipii^Siiii^
M5l3SSSH§!|SiSI2^iM§ipSlgliSiSS^iBSiSi3
ap«2sssiig5i|||||g|||||||g|g|||||||y
n
^
M
8SS|ssSBE§S9i33igKgSS§8§§gSI=S§:IS.I§3lSi
U 'sSi§SS§§§||SS§§§i§S^§iSSI|||§§§§g§|§g|i|
;| s*sl3illllliililiiss2ii!-si|i|i||||||||||
I
r
§ fmio^i
'ar9#w#«a*»«»es3sssss8Ras8Ea5|g5|j||^^^|\
218
UATBBIALS.
sea-^oiK'Vie
:;:3S3SS£:£3Ssa0l
£ 233
SSs-SSS^-fi^
g I ililiiiiilliliiliiiiilllliiilsl
&
e
u
b
e
»
w
I!
«u
Hs
MS
■a
ar
liiiii§§iiliiisiiiilsi2§i§sMd
;ES3s:.s8Sig«g«l§iiliiiiliiiill§ii
AKD-DRAWN COPPER WIRK; IlfSVI.ATED WIRE. 221,
lABD'DItA'WN COPPER TICLSORAPH WIRE.
(J. A. Roebllng'g Sons Co.)
liihed In Isalf-mile coils, either bare or Insulated,
Resistanoe in
Ohms
per Mile.
4.30
5.40
B.M
8.70
10.90
IS. TO
1T.40
S3. 10
Breaking
Strengtb.
WelKht
per Mile.
4ao
880
218
ITO
180
soo
leo
181
104
63
08
t,3
41
A|>pmxiiiiate
8iMof E B. B.J
Iron Wlr«<
(•qua! to
Oopper.
6 i
10 (g
i
jBdliiic Uila wire tbe eTMCeBt care ilioiiJd be obaerred to avoid kliikg,
■eratclieg, or cuts. JqIdis should be made only with Mdntire Con-
ccouiit of ita condiioHvity Iwing ubout Ave times that nt Ex. H B,'
'li-e, nnd its bifukitiK strtugtli over three tliiieH its weight jK-r iiiili*i
nukylje iis»?iJ of wlii'Mi the section in siiiAlIrT and the wi'iirht lehhilinn,
Ivale'.t iron wire, allowing a grpaler number of wln-s to !«• KiriinK on
lea.
)m this advantage, the reduelloh of Rectioa materially deerease« the.
•taticcapacltj. while itiinoii-niaeiietio oharBcler lehsrn8 llie Krlf-in
J nt the Iliie.lMith of which ffOliireH tend lo inereiiBe the poKHlble
)f «*Knallinp in lelei?rn|)liinff. and to t^ive >;reatei' ohameH-S "f ••niinoi-
Pteleph'ine liiieri, esjievially Ihoxe of K'en-t length.
INSUIiATED COPPER WIRES.
Welsbt per lOOO feet.
Weath
er- Under-
Weather-
Under-
Wwithi-r-
Under-
proo
f writers"
00 8,
proof
writers'
tog
proof
writers"
Un<
< Line
IJiie
IJiie
*<!2
Line
Line
Win
!. Wire.
Wire.
Wire.
P5C3
Wire.
Wli».
ATI
701.
6
lis.
ISl.
13
S8,
!M.S
1 5"
565.
e
98.
00.
14
S06
aa.
L^
417.
i
tt 1
(W.
IS
17.
so
■ga
364.
a
(M.
67.
Ifl
11,
15.
m^*
i94.
9
SS.
54.
17
13.
1«.
^fel
241.
10
44.
45.
18
10.75
11
170
185.
11
37.
37.
10
8.
10.
141
147.
14
so.
31,
30
T.5
fi.
D-ENCAJHED AN'TI-IKDI.TC TION TELEPHONE AND
XKLEGRAFH <^\U^F8. (HoeblinK"ii.)
:s CABt.E«, Ljsad
Ekoasko.
( size Wire
I. B- & B. Onuee.
f
18
18
18
18
18
Foa MetAIXIC ClRCl'IT,
No. of
Pairs.
!
15
S5
61)
75
.SiiMS Wire
B. 4 S. OttuRe.
18
IS
18
18
18
Fob Tui.KoriiipB C.'m-
CI'ITR.
Xo. of gize Wire
Wii-eii. B. & H. QaiiBe.
a
4
7
10
SO
50
100
14
14
14
14
U
14
\<
r
322
MATERIALS.
VI.BX1BI.S CABLBS.
Ar«&
tare.
Mils.
Cismw.s
896M.9
88116.9
Aocg
No. of
Size
Wire
^^%
Arc*
CIrc.
Mils.
Ko. of
fiize
Wire
Wires.
B.,tS.
Gauge.
im
Wires.
B.&S.
UaUge.
40
fS
8B. AS.
S71M10.S
133
17
49
S3
fl
mtMA
339
15
49
•ii
4
e887<T.8
\XI
19
49
19
8
868n6.7
133
IS
I(».ili5.S
193
11
810964.0
108
17
4'.iOI;!T.S
las
IS
6S76S».8
187
13
83S8i7.S
las
13
1068108.S
1S9
11
UrBATHBRPBOOP AERIAL CABLBS.
No. of Con-
ductom.
Weight per
Conductor
per lOOO
feel.
10.75 lbs.
18.00
IS.OU
10. 7S
10.00
9.50
9.25
No. of Con.
ductom.
10
11
12
13
14
Weight p*r
Conductor
pi^r lOOO
feet.
No. of Con-
ductors.
9.25 lbs.
9.25 "
9.es "
9.25 "
9 ?5 "
9. SB "
9.25 "
IS
]«
17
IS
19
SO
Wd
per)
if«r
t.ss
9.2S
9. 28
9.«
9.SS
Ii£Alf-BNCAiiEJ» BLBCTBIC-MGHT CABLES.
Single WlreM,
(.1, A. ItiiebdGg'x iaOlis Co.)
Size,
B.ftS.
30
IB
IS
17
le
IS
14
13
12
11
10
9
g
Diameter
of Solid 0<>p.
p«r Wire,
Htla.
31,96
40.30
4S.«5
50.8i
87.07
B4.08
71.96
so.m
90.74
101.89
114.33
138.49
144.iS
Area,
Circular
Mils.
102t.
1253.
16'J4.
2018.
8257.
4107.
5178.
a630,
10381.
13094,
lo&oe,
a»ifl.
Nearest Ap-
pmjciinate
Birrni"g-
hfttn Wire-
gauge No.
Approii-
mule
Wcitriit
per Foot
of Cable,
Oz.
1.63
1.70
1.75
1.84
a.oo
8.30
3.38
•AM
B.OO
5.23
5.68
a.86
6.as
6.W5
AP?
Dil
lis'
iw
i«
wi
sw
as
aes
sio
390
8»
m
3»;
, Am tested by the BelJ Telephone Co. ot PhiVaAeVp^Va, \.\w 'ma.«ik'e\aa1
lie statf^ at 2000 nj^ohniB per mile, Y,Hll an e\«sc*.t<MS»^\i ci-^atw?'
pi/erofara<t.
CILTATIIZKD STEEL-WIBE STRAND.
Por Smokestack tiui», Siimal Strand, etc.
(J. A. Roebling's Sods. Co.)
Ittrud In composed of T wires, twisted together into a sincle atnuiU.
STEEL WIRE CABLES.
223
u
1
s
a
fe-
in.
ItN.
^
OS
IWi
4!
7-16
36
Il«
SO
»-32
i<
17-M
IS
1
If!
Ibe.
8,!M0
e,7W
5,720
4.MU
8,300
8,560
],(B0
Broil s
i
»
^
!i
c
d
f
»•
1
in.
Iba.
No, IB
1-^
10
16
8
17
8-16
6
IS
n-04
4 U-IO
IS
0-04
a 3-10
81
t*
a 4-to
«
1?5
III
lbs.
1.600
1,280
BdO
tttm
5-JS
884
8-JO
1 piirpofies these strands can be made of 50 to 100 per cent
lie MreiiRth. When used to run over ghenven or pulleys the use
stoek b advisahltt.
IBLE STEEL'WIBK CABLES FOR VESSELS.
(TreutoD Iron Co., 1886.)
tmimerous disadrantage*, the gystem ot workJiiK ships' ancliors with
ables is RtUI in rog^ue. A bearr chaia cable contributes In chK hold-
■or of the anchor, and the facility of increasliiK 'bat re.ilstaiice hy
out iho cable is prized as ati advaatage. The reqiiidlte hnldini-
i« r.btnined, however, by the combined action of a comparatively
nchor and a oorrespoudinprly great mass of chain of little service In
tion to ItB welKht or to ilie weight of the anchor, If the weiRlit and
thf" anchor were IncreaHed so us to (?ive the Krealent holding-power
•H. mill it were attaclied by Ineaus of a Ilgbl wire cable, the combined
lile and anclior would I)? much less than tiie total weight of
lior. ami tlic facility (if liaTiillmg would be much (treater.
lers have taicen the inlLlalive In thi.t direction, and many of
rgi-.t uuil most serviceable vessels aBoat are titled with steel-wire
They have given complete satisfaction.
Trenton Iron Co.'s cables are made of crucible casc-steel wire, sml
ii>iMt to fuini Lloyd's requirements. Tliey are composed of T-l wins
id»d Into 811 strands of twelve wires each. In order to obtain great
» hempen centres are Introduced in the strands as ▼ell as in the
cable.
■FLEXIBLE STEEL-WIBE HAWSERS.
e hawsers are extensively tued. They are ina<ile with six atraitds <>r
vrlres each, hemp centres beine Inserted in the individual strands hk
1 in ilie conipleteo rope-. Th« nmterlal employed is crucible cast steel,
i«ed, and guaranteed to ftilHl l-jBoyfl's reqtiireiiieiits. They are only
Irtl the weight of liempen hawsers; and are sutflcientlv pliable to wnrk
•ny bitts to which hempen rope of pqtiivalent sirengtli can be applied
h tarred RuR<ian hemp hawser wei>,'lis n)>out 8i> lh.«. per fathom,
.■h white maniia liaavfr iiW^/i^ nhoiit 'M /bs, per fathom.
>rh titud rhain wftfrlls AiHiUt fih Ihs, pf?r fathom,
in/r<jjiis:rri stfel Antriu-r )FriQ/iK nlimtt Vitbn iter falham
•^auMbore named bos aboul the same tensi'ie Btrengtb.
^24
MATBurALR.
SPECIFIC ATIOMi FOR C.VI^VAlVtZED IBO»
Irniued b) the Brltlah Poatal Telciflrrapb Aalholi
Weight per Mile.
Diameter.
Tetila luv 8treii|(lli and
ruiceillir.
^
Standard.
t
c
?.
.2
a
i z'
1
1
Allowed.
Allowed.
Si,"
i'"
if 1
Sj c
iS5
3~
^5
c a
fl
f
•a
K
.li
K
^5
ic
■
9
3
i
s
s
E
s
5
?■■
E
^H
£
^
H
"a
3
I
3
1
3
3
1
0
'c
I
3
E
a
n
1
n
■
h
a
9^
S
%
S
a
lil
S
a
9^
lbs.
lbs.
mils.
mil*.
mils.
lbs.
ll>s.
olfl
Koo
;6r
(tt)
342
aar
2J7 im
15
3530
14
SC-Ai
IS
•■
^flOO
.WI
629
aoi)
aoi
UI4 \\ms
i:
1910
IC
I960
16
i^H
4S0
424
477
ISl
ITS
\m 1390
19
148&
18
1460
17
i^H
<00
isrr
424
n
166
178
1240
SI
ISTO
ao
laoo
1»
^^^1
^;m
100
313
i-ii
lis
Hi
6201 30
1
618
at)
S59
M
3
STRENGTH OF PIANO-VVIRB.
Tlie aT(>ra£c atrc-n;(ih of EngliBh piuto-wire ia^vfln asfoUoattgrl
lt«r, Hoi-Mfak & I.,?aii :
Nuiiibera
Ju Miuic-
I nlre
I Qauge.
13
18
14
15
la
EqiiiviilBnts
iu Fractlnus
of IiiL'lieH lit
DIaiiielers.
.029
.051
.033
.035
.W?
.038
UltininLe
Tensile
Sti-engtbi La
Pounds,
•3SS>
K50
at»
305
S40
ado
Nuiiibcr*
in Mttsic-
wiro
Gaiijfe.
18
10
20
21
EquivaU-nU'
iu Fractiotn;
of laches la
Diam«iere.
Tlit-!ie Kti-FiiKlliH nuigr frani 300,000 to 340.000 llM. per SO. in.
,rili»ii of tills wii-f- is a« follows: Carbon, 0.570; ailicon, O.wO; M
phospliunis, 0.018; niauKnncse, 0.135.
"plovgii"-.'$teeIj wire.
Thr term "ploiiarli.'' viven in EnRlaiid to steel wire of hl^h qu
leikfil frtmi the faot tliut sui.'h wiru is uneU for the cmistnictiuftj
«»^ for plouBliliiB p\irpo«*is. It M to be hoped that the t»nn i
sell III iIiIh country, as it tends to coiifusioa of terms. PlOU
liiioM'ii liore in snine steel-n-orliK as the quality of plate Meel i
iioiild-boanla nf p1oui;bs, for wliich n vei? ordinary grttde Is |Coa44
Kxiieriinents by Dr. Percy on the EiibUhIi plouirli-ateel (ao^colleiiK
foll.iwlnir reKultx: SpeciHe'gTaviiy, 7.814 ; carbon. 0.888 p*r COT"
V»<". 0.5W per com; sili<x>n. 0.143 per cent; sulphur, 0.009 perl
riiorus. ml: copper, 0.030 per cent. No traces of cbromluiD, tl
ngaten wei-e found. The breaklnR slralns of the wire wtn M I
DUtueter, Inch 093 1S2 .1M
"ncli sw.MO asT.doo aM,ooo
' (rom 0,75 \a\.\ p«( ceuu
ATIONS FOR HARn-DRAWN COPPER WIRE. 25
OF DIPFBKBKT ntKTAI^S AND ALLOYS.
(J. Buckiiall Sdiitli's Tn^Hiibii on Wire. i
Wtre l8 comtnonlr com|>oi<ed o{ uii nllny of I 8/4 to 8 parta of
1 part of zini;. The tiusilij Btipntitli rBiigca from at) to 10 long per
;h, iocreasipipr with td^ iierL'tMitaKt? ' f ilnc in tbe Hlloy.
la or Nickel Sliver, an alloy or .■ppfr. sine, and nickel, is
f brass wluieu<?d by tbe additlou of nickel. It has been drawn into
W«B.O(IQ"diacn.
MMt wire may be drawn into tbe fln.st idiws. On account of it4<
lilsaie Is practicnlly conftiied <u jx^ia, 8ci*-nlinelnstrnnieiit8 ami
KPpUances In wliUii lesimaneot! to lil^h temperature, oitypen, ond
Niential. It ex|>uii<li> Ichs tliiiii otlier metals wlirn lieat'i'd, wfaicu
IMmito it" Iwiua ^^■al^•d iu glo-ss wiiboiic fear oi' cinvkiuK- It U
l)m!^ in lucuinlejscf-iit f letaric lamps.
)Itor>I>ronze Wire eontainn from 2 to 6 per cent of tin and
loIiSf>er cent nf [ liosplionis. The presence of phosplmnis la
al tn »'l(-<-trlc condiiotivitv.
a-m«tal " wire i* made from an alloy of oopper, Iron, and zinc.
Ih ™rk''^'i fr>>m l.'i to 62 tons per square inch. It Is nsed fnr some
nre rope, also for wire K^tiEe. It is not subject to deposits of ver-
has great toughness, even when Its teni^lle BtroDgtb is over 00
qusre Inch.
mmmt 'Wire. — Specific grovity .SWS. TVhbIIb Htrength only
oa» per M)iiai-e Inch. It has been drawn a» fine as 1 1,400 yards to
. or .Ol^Kraiiu per yard.
(■■■I Broiixe) so copper, 10 aluminum, ban ' igb strength and
is inoxidiisable, sonorous. Its electric conductivity is IS. 6 percent
pure copper.
■ 9r»»*»t patented In 18BS by L. Wefler »f Paris, is made as
rtuoiUicat^ of poiaxli, pounded glass, cliloiid V of ijodiimi and eal-
booateof sods and lime, are heated In a pli^mbapo orueible. and
reaction takoB plitee the contentH are tlirown into Ihe molten
be treated. SiUcon-hionui wire has a conductivity of from <0 to
It of that of copi»"r w ire and four limes more tliou tlin<, of Iron,
tensile strenptii is nearly tliat or steel, or C8 to 55 tons per squara
ecli'.ri Tilt? I'.ndiirliviiy decreases as the tensile strmBtTi !n-
jfin nHuetivity equals I ■ per pent of tliat of pure copper
■•ii r -JM tons per jquare inch hut when its oondiictivity
S!i I'per, iLs strength is 60 tons per square inch. It is
y used fur telegraph wires. I' li: s eient i-esiKiance to oxidation.
wy SiawB Bad Annealed Copper Wire luis a strength
ilotO tons per sqiuu-e inch.
CIFIC ATIONS FOR HAHD^DBAWIV COPPGR
B WIRG.
^BPost OfBce authorities reipiire that hanlKJrann copper wire
■■ein Rhall be of tlie lenizths:, sizes, weights, strengths, and con-
latsei forth In the annexed table.
MrBtMute
iStL
ApproKimate Eqidm'
lent Diameter.
3 To 5 y ©
Is is I si=^
I
I
WIEE E0PE3.
Tnuiamltiiilon and Standlne Bope.
Wilh 6 strands of 7 wires each.
IRON.
St, •
3.3T
S.7T
S.S8
1 SJ
1.50
).12
0.88
0.70
0.57
0.41
0.:il
OiS
O.IU
O.IO
0.1^
36
ao
a'.
10
1-2.3
8.8
7.6
B.S
4.1
S.H.3
S.13
l.M
1.S8
l.Oi)
c =
S2
P c «■
U-.0
IT-*
0
8H
1^
O.IET STBBL.
- S =
— fe all
It
fe
'^
3.37
62
13
13
«H
T?
S.T7
5«
10
12
8
ti.
^H
a.-.'fi
41
B
II
rw
IH
a4
i.sa
36
'W
m
«td
I
Q
I..V)
30
6
0
.19-4
1
39^
1.18
•«
4.H
H
s
QlVfa
0.N8
17
SV!.
(
4«
11-16
2^
O.TO
14
a
n
4
♦t,.
1^9
0.57
11
•i'i
.',U
8H
*7^
0,^1
H
1*4
m
3
il
0.31
6
>%
4
«l^
^-10
0 -Si
4H
m
3i|
i^4
O.IS
4
J
a
ib-te
O.IO
3
'i
234
i»i
■»-«:
«
0.]:i
S
•J^i
ns
I
Plougti*Steel Hope.
iif TtT.v blftli it-iisHe streuelli, uhi<'h are nnllnnrlly rnlU'il
bl R<>|*^. " •"'« i'">df I'f n hlRli gr.iile of fincilile st-el, wliich.
I ihi- form of wire, will bear a siniiii of from 100 to 150 (oiig per .
I iit>o>B"ary »« H"© vHrv loiip or very hi'nvy roppn, a rpduction of J
,f r..!..'.^ ti.-.v ,i!i.-i. I. itiiiiter of lioiii'iiK cniiKirlrraiicin.
a. iiili>iitii/m, niid to ii**- wnnewhttt
■ for an onllruir.v cnieililft l
,:...,■ huh Before iisicK PV
s t<fjM'a s>Jn-v Ml the auOjecl of adaptiLbilll}'.
838
MATERIALS.
Plong-h^Steel Bop«.
With (i slrttndij of 19 wires each
Trade
Kumber.
Diameter (D
Inches.
Wciifht per
foot in
pounds.
Brealiini;
SinUii In
tons of
8000 lb*.
8.00
6.90
s.as
4.10
3.C5
3.00
S.£0
2.00
i.sa
rao
0.88
0.60
0.4-1
0.S5
2*0
ise
1B7
no
90
75
«0
47
S7
87
18
18
10
With 7 Wires lo Ihe Straud.
H
-IB
1.50
45
l.)«
3S
0.S8
m
0 TO
21
0.87
1«
0.41
1«
0.31
»
0.28
s
0.19
4
I
Galvanized Iron Wire Bope.
For Sliips' Rigging and Ouya for D^rrtcks.
CHARCOAL ROPE.
li.C
Striiin
III ions
of -Mm
|i<iun
Cireum-
ffrciiee
in iuclies
W«^>?ht Clr^»f
P__C^r*al
WIHE ROPER. 2S9
I
I Clr. of
liriiB- '''''"■'''' np"'
"tiM» I'^'fuih- Manilla
llili(f . '-"" ill Rof >e of
VvimiiK, equal
Strenglh.
1$
11
■III
Ureak-
iiiB
glrain
ill 1oiiS
of l!OW
lioiinds
06
43
82
87
SB
IB
Welfflit
CImiin- I |x>r
fen.'in:e i Fmhom
in iijcli««
pOunilK.
Clr. of
new
MHnllla
Kopf of
equal
SIrenKlh.
Bivak-
8iniiii
in lOiiR !
ufSOUO ,
pOUlHlB
Sleel Havrsers.
For Moorini;. Sea, unrl I^ke Trtvrinir.
tMfer.
BiMUnK
ainngth.
Toiu,
m
IS
22
Sizf^ of
ManlMa Haw-
ser I'f equo]
SUenRih.
di^juinrer-
ecioe.
BreaktnR
Btri>iigl.h.
Size of
Manilla n«w-
tter of equal
Slreiigtli.
Incheg.
iDcbra.
an
Tung.
85
torbea.
9
10
Sleel Flat Rop«i>.
, (J. A. KOf blitig s Suns L'O )
S*Wn»l H<>p«»B ore c(m>p(if;e<l of a iiiimlKT of strnnrin. nItemBtely
Ploilio rit,|n ft„i^ left, laid Hlont'sidi- of each other, »ii<l i-mwhi1 io;feilier
• •"'limn wires, These ropes are nseil at tirm-s In place of rnuml lopeit
~"!»ris »f iniiien. They wind upon themselves on a riBiruw wiiidinc-
^- "liii'h lakes up less room limn one necra-ttry for a pound rone. The
•"""wwlng-wires wear out sooner than the steel Btiaiids, anil Iben it
i' '"1
Height per
fool ill
pounds.
Strength in
pounds.
85,7(10
Width and
Thickness
In inches.
Weight per
foot til
pounds.
BtreoKth la
I>ouuds,
1.19
Ux3
g.38
71.400
:»*
1.80
WHOO
2xa»
s.vr
8B.O00
H
S.OO
(lo.ooo
2x4
«.80
00,000
'Hi
%.M>
JB.OOO
'|x4H
4.00
ISO.OOO
M
iM
8S.H00
loi
4.W
128,001)
*%
8.13
98.000
i'^
4.83
144,600
H
8.40
100.000 '
|«0^
9.10
3B8,oao
«*«
8.90
110,000
U"'
s.go
177,0(10
'Hte KurkliiK load allow from one Hfth to one seventh of the breaklog
"I>ans I^ay" Roims.
Jl** rope, as ordinarily made, the eompouent sti-ands ore laid up into
■ aillrection opposite to that in whifh thr wires nie laiil into strands;
». Iflhe wires In the si rands are luid fnuii riu-httu left, the Birands are
'loriipe from left to right. In the " hnne Lay," wjtiiellinen kiwwua*
'ereai Lay." ihf n)rvs arc laid inlet strnmlN and iliestreoduiKtotoptt
'lumd/irviiim; that I", If itie Kiif In laitl ill ihe Ktrniul^ [rotn v\KViW>
mnutif; are also laid into mpf from riffht u> left Its use Aias bee:U
"»ea lor reraeaj Jwiats lo wmcs, etc. Its oavautagea are Vkv*
OOnPASATIVE STBBNCiTHS OF FI^EXIBI
TANIZKD STEEL-WIBE HAWSERS,
"WUtk CllAln Cable, Tarred Bunitlan Hemp,
Hanlla Kopesa (Trenton Iron L'o j
Patent Flexible
Bteel-w i I'B Haw sers
and Cables.
MAONESIA BRtcKS. 235
niAONESIA BBICKS.
For*i(fn Ai>»tra«.'tB " of thf InstUtitiorj i.t Clul En(ciiii'fn>, l^'(>3. tcivc* •
.w by C. Hischof III! tLe prod net ion uf iiiu»;iii'Siii biioko. Tlie ■itnti'risl
■Oil fD faror at prtseni is the inudPifs'itf nf Si.vrin whlcli. hIIIioukIi li*f«
pwi' cuusiilercJ as u source of iiiaKOr-iiiii llimi llir (Jre-'k. lias (In? proptfrty
OTfritliDK ut n high tciiipei'atijre wIiIkhic iiielrini; TIih roinpoMJOoit of ilm
I*osutbtanc«s, iu Die iiaiiiral utm burnt kIuic^ iseis follows:
Magneslle. Svriaii. Greek.
Carbonate of magnesia DO.H to B«.(« OHVi%
'• lime . . (l.Sto -.Ml ■1.41)
" iron 8.01O HO FeO 0 08
Silica 1.0 O.-ti
Xauganous oxide 0.5 Wat.Tii.M
Burnt Magneaite.
Haenesia Tt.t »i.W-9^m
Lime 78 OM-IOW
Alumina and ferric oxide Ifl.O O.-W— S.M
Silica 1.8 o.n-r.se
t a red lieAt ni«Kne«iiim carlxinate is decomposed Intooarhtmio add and
mlc innKnestia, which reseiiibltM lime in bec-<miiiK Ii3'ilrut«-d and rernr.
tiat<.-<l wliKii t?xpow*(l to tlip air, and possesses a errlAin ploHlicity. so ibui
can be nioul'ied when subjecteil to a lieavy pivusure. By lontc CdntiuiitvJ
Kirontct^r heaijrifr Ihc uiai«nal becompsdHailbunit. K'*ini: a form of msf;'
tia of liip:l» deiiMty. sp. Rr. 3.K, as L'ompai-fd ivilli 3.0 in the plastic form
icb is unalterable iu tiie air but devuiii <>r [ilaKliviiy. A mixture of two
[nines of dead-burnt with one nf plasilo Mmtrne^ia uan be iiiouldeil into
■kH which contract but little in flHu^. (Itber binding niaierialKt bat huvt*
II useil are: clay up to ID or 15 per ot'iii; KON-t^r. perfectly freed from
;er, »oda, silica, vinecar aa a soluUnu of uiaKnenitini Hcelale nhich hi
iljly decomposed by heat, and carholateB of alKalies or lime. AmniiR
^.giietiiuin coiiipoumis a weak solution of niatrnei^iuiu ohilMvide may also he
rd. For settiiiB 'be bricks lightly hnrnt, caustic maifneiiin, with ajinirill
^portion «>f silica to render it. ie«» refrnciory. in rec<inimenile<l. The
En^lli of the Inickfi may be iOcreaaiKl by adillni; inm. either a^ oxide or
ate. If a porMus product is required, sawilust orsianMi may he added
the •iiisture. Wiien dead-buiiic iiiaKaesiii is ufied ulune, wxla In baid to l>e
best ^>illdlug material.
•e al«o (>a|>ert liv A. E. Hunt, Trans A. I M. E ,n'i, T-'O, and >iy T Eglea-
. Traii'<. A. I. M.'E.. xi». 450.
A.«1>e«tOS.— J. T. Donald, £ii0. nnit .V. Jmu:, June ^T, I8SI.
Amalysis.
t'^iiiidfnn.
Itjillnn. Brimahlon. Teniplpton.
Silica. . - 4<tmii
Magnesia .<8.il?
Ferrous oxide UT
Alumina. «.97
Water 13.7i
4oy.%
4a.:iS%
4160
4-J.(«
8.«l
l.W
.«(
2 10
IS. 85
13.46
100.M D«.3:i 100.10
I
Chetnlcal analysis throws light upon an important point in connection
Jth asbestos, i e.. the cause of tlie harslme.ss oT lb-' flijre of some varieties,
* beAtos is piincipallv a hydrous silicnle or mriKn«»;ia. i.e.. sIliCBlf of niag-
»ia combined with water. VVben haiKh fibre is aiialytetl it is found to
.main less water than the soft fibre la fll>re of veivfliif nunlity fmni
lack r.ake analysis sbr.we.) U.SI^ftn imiri: w/jile a harsh ftlneil samv'*^
jre nn)i- ll.rOf. Jf si>fr Hhri! I;, i,'Hii-tl i; a fejuperatiire tliiu will Ame oil
fjorlloD r>f the combined nnter, Itit-ri^ n-flullK fl .subsrailCe ■in brittle l\iat W
tr /"e i-iirnfiM/ f>f'nif^a ibtiiiih and fl/iL-er. There iH evidently Rom« COO?
^t^j«e.-a,b^ooustet^ncyofib^nb,eand the amount of water iu Ul
238 STRENGTH OF MATEBULS
STRENGTH OF MATEBIALS.
Stroaa and Strain.— There is mucb coiifu«iou anio :k writrn
Btri^ngih of iiiaieiJiilH hh to tliu deniiition of Ihnan leriiis. An exlf msl foi
Applied to a body, i^o »ii ui iiull it Hpaii, is reKisted by a>i iiilental foitsBi
i-p8i!ilnDC<>, mid llie aetioii of lliose foix-es caim«-s a disi.laceiiient of Ihe in<
fules, or deformatiiiti. By some writer* thf external force is callrti a sU
and the lineriml foici' a titraiii; oilif rs call tlii- external force a siruin, i
the intenml forue a Ktress: Lliis coiifusloii of tcmis Is nul of importance,
the words stress and strBlii areqiilLe coiiinioiilv used syiioinnioiitsly. but
use of the word strain Id mrnii ninlecular displaceTn^tit, deformation, or (
torCioD, aa is the ousloiii of some. Is a forruiili'n of tbe iBiiirnat'e. Sevi
iimeering ?i'eir», June '-iS, lEiDS. lietluitioiis liy leading authorities are gi'
below.
Siren. — A stress la a force vvhicli acts in the interior of a bo<ly, and
ilgtB the external forces which tend to chantie its Hliape. A deformalk
the amount, of cliaitf:e of !<tia[jti of a body canted by the elrem. The «
Rtrain is often used as synonymous nith tstress and sometinieit It U aluoi
to deslgiiate" the defonnalloii. Olerrlniaii )
TIk! force liy wliicti ihc iiiolecules of a body renlBt a strain at anjr poin
called tbe sirens at tlvat point.
Tiie suDiniatioii of the dixplaoenientis of the molecule* of a btxiyj
given point. Is called the distortion or strain at (he point considered.
Btreases are the forces ivliicli are apiiiied to bodies to bi ijig int
tbuir eliutic and cohesive properties. These forces canse alleratloin
forms nf tlie batlles UfKot whieii they act, ,'^traiii is a name |?lv9Vl
kind of alteration iH oil need b> tlic utrcHses. The distinciion between |
and strain is not aiwnys ol>»erved, one Im-1ii« used for the other. iW<
Stresses nro of different kinds, vijs. : teiifilr, compretutive, trinu-Vfrtt,
gi>'nal, and sifuriny btresses.
A tmtit<- stress, or pull. Is a forc<< tending to elongate a pi«oe. A i
prrxsive ylresa, or push, is a force leiuiiiiK to shurteii it. A haiiKv»rai i
tetids 10 bend it. A tunuintil KttvHx teiid« 10 twist It. A aheai-titg
tends to force one part of it to slide over the ndjneent rart.
Tensile, conipreKsive, and shenrinK stresses are called simple 8Q
Transvei-se stress is cuitipoiiiided uf tensile and compressive ■ 1 rrOTim. I
torsional of tensile and BhearinerstTesseR.
To these five Tarielies of »iies«es iiiitrht be aiided tearini} atrecit,
either tensile or shearing. Imt in which the rtMslance of dlfTerent j
of Ihe material are brought iiitr; play in detail, or one after Ibei
Ktead of atmuhnneoiisly, as in Ihe simple stresses.
EOectR of StreaseH.— The roilnwing general laws for caa
tension or coiiipi es^ion hnvM been estaiitished by experiment. (Me_
1. When a small stress Is ap]dled t^i a body, a small (teformal ioi?1
iluced, and on the removal of the slress the body springs i>nck to iisorigi'i
form, for small slreasea, then, iiiateiials may be regaided aa perfei
elastic.
•. Under small Btresges the defominiluns are apprnxiinately proportiol
to the forces or stresses wldch jirodiice iheiu, ami also afiproximaiely p«
portionaj lo tlie length of the Ijar or Itody.
3. When the stress i» great enougli a derurmatlon la produced which
partly permanent, that is, the body does not spring back entirely I"
original form on removal of the stress. This permanent part l* termed
set. In such cases the defomiatlonB are not proportiinal lo the slrejas.
, *. When the stress is greater still the defurtinitlim rnpidiv increaaes 1
f the iHMjy flnuUy ruptures.
I fi. A 8udd«-n stress, or shock, Is more Injurious than a steady atraaa or Ik
. " ™'''"* '-''Hdimlly fti.plied.
Elaatle llmi|._The elastic limit Ie deflaed as that point at which 1
I derorijiatlons cease m l)e proportional to the eiresses. or. the point at will
j !~'^ '"I?'" of stret<!h (or other iletnrmaHoiil begins to Increase Ii in al
lv'?",„^ tfie point at whlcii the fKni pevmanent ^-A V»Km«es, %Uible. T
' .„„, '■"""'on is not considered as good as ^'he Rrsv . »% \v \'f.\v,\TO<\ \V*\i
■ witf.Z^"'''''^^ ■ set occurs with »iu- \ottii. no n\RV\>.t Vww v-mviW. ttw\
Wmi. Jn^"^ * «*■' whioh niiitJtt be caV\et\ petTO»w^«l-«ttaVkW«VsVv\«
r™*^ and as it is ImpousibU- to gel tbe poinv ol arbX-wcV^WYkoMlLW
SIZES OF FIRE-BRICK.
SIZES OF FIRE*BBICK.
, . Unch stralglit Vx4Ux«U inches.
\ 8oi»p g>cXUx£U "
' ;ub \ Checker txa x3 ■•
I \ 8-iiicli 0x4U>t-.' "
*>tK.9U / Split fl«1««1.« "
" / Jamb »«4}|''-'i* "
No. 1 key 9x3t|ihtckx4J4to4lncha«
wide.
r, \ IlSbricks tocirclo 12 foet (nsiilp (liam.
"[____^ No. a key 9 » 21^ thick x 4^ to a^
rXTTuZiH' Inulies wIdR. ^^
»<w r 53 iiricks to circle 6 ft. iuside diam. .^H
Ko. 3key & « SX^ tliick « ^^ ^H
Si) bricks to circle 3 rt. iuside diam.
Vf4n \ Jlo-'lkfy S^a^ thic-U X 4H lo SM
^ locbes wide.
/•<4W TiirriT-? '^■'' l""ick« to circle IJ^ ft. Insid<» diam.
C ■Jin'Hijy j(o^ I we.l(re'or hulUifail). Ox it*, wide x Xtj to tf iJi.
tliick, tapei-iiiK If-nuthwlse.
88 brtcks to ciex-le 5 ft inside dinni.
iMh \ Mo. S wedge... 9x 4!*>-4^ lo ll^ in thick.
60 brickn to cltcle -J)^ fi. in<>ide diam.
"•XMSKix/ No. 1 arch 9x4Hk3Vs to 3 in. tliiek,
laperin); breadthwise.
7a brfckR to circle 4 ft. inside diam.
No.Sarch 9 x 4^JKB>.i in lU.
43 bricks to circle a ft. inRide diam. i
\SalSkcw\ No. t skew fli<i 7x4^10 214.
Bevel on one end.
, No. Sskew ... 9x:;Ux4Utrt-JJi.
y'lH'iH' Kqiial bevel on Ivnii ediies.
No. 3 skew lixSJ^xi^to 1^.
Taper on f ne ed^e.
- ,„ . S4 inch circle SU to SV^x 4^x2^4.
»".> sktw \ ICdEes curted, 9 brlck.s line a 24-iiu-h circle.
ae-luch circle (% t(>8Ux4!.«x8H|.
/'•Uitiik-twV 13 bricks hne II aft-incli cirile. 1
' "^^"'tl 48J„chclrcle 1% tn 7^x41^ xi>}^. ^H
17 bricks line a 4H-in>'h circle. ^H
l.lU-inch straitrht. IH4^x'j^x6 ^H
ISXi-inch key No. 1 18^ « 4H » 6 to 5 Inch.
i X» J Sk«» — ^ W l)rlcks turn a l--*-fi. circle.
i3).j-incli key No, i 13^ x lii,^ x 11 to 4*4 iacll.
.tu.eiutuif ' .VJ bricks turn a li-ft. circle.
JJLlHiry Brldee wall, No. 1 ia«BHx6.
BrldKe wall. No » )3x«.iHx3,
* f. a<-el. MiUUle 18,!».or2-lx6x3. ,
Jv V atf.ek-hoIe HlM 18. SO, or ai x 9 x 4. '
\ IH-lnch block 18x9x6.
•K \ FlHtback OxttxiJ^.
— • 4 Flat back arch 9x8x3WtoaV^.
/ lea-inoh radiiiH, Sfl bricks to circle.
Locomotive tile 82x10x8.
S4xiOx3.
;«=«»^^ ^: rA.
40x10x3.
Tiles, Blabs, and blocks, various sizes 13 to 30 lnche«
long, H to SO Inches wide. 3 to 8 inches thick.
I brtck, 4 and 6 indies high, 4 and 8 Inches radial width, to lineslielw
I illameier. j
raixht Ijdck woiplis T lbs. and contains lllO cubic IncllM^ (=l»j
5 fool. 8i>eclllc gravity 1.113.;
fool 0/ wull rr<iiilrtni 17'Xlncli brlcka, one CUbiCJ
ifSi, Krei/Ktv, and other " sljapes " are used, 1
t outabM- rtquJred.
i
I
238 STBBNGtH 01? MATERIALS.
streaaes, the ooefScient or elasticity U oonBtaot, but beyond I
it tlecreasf B rapidly. "
111 cast iioii tljei » i\f gwnerally no njjiiarent limit of elosiielty, ibi^ (tefr
tiunif iiicreuMiii^' at afui>ti!i' lait? llian tlii^ strfiwes. him} a (wniifiupiii «<*t i
Urmlucftl by Kiiiiill IouUb. The fwrtlicienl of elawliciiy Ihrt. !
Slant (iuritiK ony portion of u teM, but crows riimlli^ras il '
Tlie HuiiiH is true m the cose uf tiiiilKT In wrouglit iron au'i
thiere is a well-defined elastic limit, iiiid the coefficient of •-la-ticiij ■
tliot limit is nearly 0"nsttinti.
RcHlltence, or Work ofReslatanee of a iriBrerlal.-^
the tiiiuiiiv limit, tliv resistance tucrti<i»iiig nnifoi-nily from :
Btress at the elaf-lic limit, tlie work done by a load applied t;;
to one half the ptcdiict of tlie final .-tre.'-s by the eitrnBioii •-
tion. Bt-yohd <hr \ la-tlc limii, the exiensinna iticreai^ine nioi'- liiplll!
tile loads, ai>d ilie Ktraiii diaKi'aui iippi'OiUinatixg a piirabolic form tlip
Isi Hppn)ximuiely e^iudj to two tliirus the product of the maxiinuiuiire
Ilie eXtcnsiOD.
The lUiiouQi. of work required to break a bar, measured asiullrlt
pounds, i.s culled Its resiliencti; the work required to strain it to ue <l
iimli is culled its el«>iic i-esUience.
Under a load agiplied HudJenly the momentary elastic distortioabi
to twice tliQt i:auBi-d yy tlio same load applied (.-radnal'y
When a solid uiiiieiial Is exposed to percussive hirers, as when •«
fallf upon a b&am nuuijverKely. the work of resistance is iiieasumi V
pr' duct of the wi-ii.'lit into tlip t<ital full
Blevation of UUlmale Resistance and Elastic Llmll
wart Ui'st obseiTed iiy i'li.r. H, H. Tnm-htou, and Conimai.drr L. A. B<
lee. U. S. N., Indepeudontly, lu 1873, that if wrouKht iioo !•• sii(ijHrii«(
stress beyond Its elastic limit, but not beyond its ulliniat<-
thru allo»irJ to "rest "for a deflnile Inlcrval of liinr, »
ci'easti of eiaslic limit and ultimate resistance may be exi>-n'
words, the applicmion of stress and suUhequent " rest " lnor<Ni«"i me i
anee of wrought iron.
This "• re>t" ipay iie an entire release from stress or a sltuplo hoWli
test-piece at a irlvpii intensity of stress
Commander Beardslee prepared twelve specinu'Ds and onlJecSeJ tb
an iDtensity <<f i<tiei« equal tu the tilliiiiate rehislaiice oC the Miot"dal
out hivaking the speiiim-ni. The-.e «eie then alknve<l tJ> [■
from slivs^, from lit In 30 hour.s. after widi-li period they »>^
until iM'olten. The Kuin in uiliniaie resistance by the rest v.. >
from 4.'! to l7 per cent.
This elevation of elastic and ultimate resistance appears to be penl
lion nnd steel: it lins not been found in other metals.
Relation of the Elastic Llnilt to Kndnranc'' :i-.*~~
peated Stresses (condensed from Enyhii-rnifi, A
Wnen eiKlneei's first be^an t<> te>;t muturialii. it wiu s<ion
If a specimen was loadetj lieyontl a certain ptdut it did not
nal diniennioiis on lemuving the load. Iiiit tixik a (lerinnDrr
was called the elastic limit i^ince lulnw tlii«pointabarii|'i
C'linpleiely its onginal f'-mi and dimeusiims un removli t'
f>eai'edol>Viiiu8 that it had not lieen iiijiii<-d by the lond, aim
11^ luud might be deduced from the elastic hiniC by u.sIiik u .
saf.ty.
i'^iperlence showed, however, that In many cases a bui wculd rot
safely a stress miywhere near the elB.s»ic limit of the maiei lal «« iL-ipr
by these experimeiitn. and ilie wiiule Iheoiy <»f an.v '■' ' , ■ -
elastic limit or a bur ami its woi l<im{ Itraa became
eiigineeis employed the ultimate »:tr«>iiKili only lu de i
load 10 wlicb tlifir St ru'- lures mi^lit besulijec'ied. Sim. u.i i-.\|«-ii' m"
tnulated it \\as observed tliaiahiglier factor of safely was required 1(M
load tliaii for a riea<l one,
111 1S7I WOliler jintdi-hed the results of a number of ■ ' ' '
of Iron Slid "leel sul>Jecle<l l>i live loads In these e>
were put on and rem. iVrtt from llie siieciiiirus »itl .
■ .:■—'-■ ' ' ''■-■ " .- lirealtii.»r >-iress of th>' :■
I ''rf.'fltiius ii>ad. Thus
IIS per square inch bfti.
STRESS AND STRAIN. 23^J
Irent brands of ii-on and gt«el, and the results were conco^^^
itliai u bar would lireuk with an nltrrnatiiiK Kiress ..f oiilyl I
k-sratii'al brrnkinsNtrfiigtliof ibe iiiait-rtal. if therepeiiilunfi
fufflcifiiily nuiUfiou.H. At the sainei tinir. Imwfver, it ap-
} general trend of Ihf exfit-rim«-iiLs that a bar would xiaud an
fer of AJternaliuiis of stress, procidcd tbe stress was kept
[neer deflnes tlie ela^Hu Hnilt as tlie nnint at wl.icli stresa
tiblj- pixipoi'tiorial (o stiaiu, the latter beiiiK nicasured with
|it«s reading to ^jj^'b of a iiillllmelre, or about In.
'Bya below tiie yielti-point, and may on oircasion be zero. On
^iva the yielil-point, tliia iK>iiit liM-s Willi I he strew!, and the
or weeks, inonibs, nml possilily fi'r years if tlie bar Is left at
M, On ihe oiliHr hiiu'l. when °ii liar Ik loaded Iteyond iia true
it below its nekl.|«iiiii. this limit rl^es, bui reaclii » a mazi-
M-polnt. l8 approaehed. -ind then falls rapi<l]y, reHclilup even
•vim; the iNir nt ret>t under a Klresn exceeding that uf its
liiie-dowii point, the elastic limit Iweing i.\ rise flfirain, niid
iiifflcient time, nse lu a point mneh exceedinjjf its previous
of the el:istic limit of ehantiinB with the hiKtorjr of a bar ha«
' 'I'ln ariyihintr eke. tieveithelfS- it row spf-ni-* as if
■rty, were once more ti> take its former place in
I ■ '■<. and this lime wiili flxiiy of tenure, it had long
.1 \\.^ limit of elasticity miplit be rnised. as «e have sanl, to
)t villiin ihe hreakinc lo<id of a bar. Thus, in some expei'i-
wor fityffe, the eiuRiic Hmii of a fiiiddle(l-<iti'el barwas ral'^ed
|bj«cting the bar to a load exceeding its priinittve elastic
ilimitsof elasticity, one for tension and one for compression.
•ded a number of tjars in tensinn iiiiiil siresK ceased t" he
Uonal to strain. The Inad was then reinoveil and the bar
■esslon iinMI the eln.-tie limit in till'; direction bad been ex
>nx!(sas raises the elastic limit iu compression, as would be
g the bar in ciiin|ire>>8init a second time. In place "f ibis,
I now again tested in leosiun, when it was fouix. lliat the
[of the limit in coiniTeviinii hml lowered that in tetmlnci be-
» value. By rep«-atinK tlie procis.s of altemalciv teating in
ii|iiv~.i.,ii. :he two limits took up p'litit.u at equal distances
li .ih ill tensiioii and compression. These limits
> labile limits i.f ilie liar, whlcii for wrought iron
1. 'Ut Hl^ toil!* per square inch, biii tliiBiKpraciieiiily
.1. iMir of tiie same material can lie xli-atneil nlier-
.|ire«>iioii, withom brenidnd when the leading is
I . i as deEerinined by Wtihiei-'s iiieihod
Vl-.ii ihr- rolls the ela-stic limi't of the bar in tension Is above
Ilie Unlit of the barasdeflai'd bv BiuischinKer, having lieen
M hi ill.- ilefoi iiiiitlons to which it has been subjected in the
. ■.'. wlien siilijecleil to nlrei|iBtlir_' sli-i-NSeg,
i.-ly lowt-reil. Hliile that In compieswion is
II. 1 to equal luads. Hence, In Wohler's ex-
tliieli III" i<iir* broke at lnads nonilually below the elastic
lalerlal, ihere is every reason for conoliiding that Ihe loads
«f. r ilmii (rue elastic limits of the material. This is cml-
.miectiiig iod.s of engluBS, wliich of course worlc
if equal intensity, Careful experiments on old
limit in compiession is Ihe saine as that in len-
1 111 lit- !ar beliiw the tension ela.slic limit of the material as
lie rolls, ^ „ ,.,,,.. 1 J
opinion thatFtruinlDB a metal beyond it« ela-tlc I mit injures
I untrue It Is not the mere straining of a metal Ivy.md one
It Injures it. but the straining, many tlines ret.ealed. l-ev-md
Imlts SI. Heiitamln linker lias ^hn.vii that m hen,lii.g a shell
. ,1 u of nece«.^iiv sliain-d heyndit-elaatic limit,
1, a* 7 t.iiis to 1ft inns per square uu-h niav ..binln
■It. r'-ll" "ixl i"''''ss il>f I'll'** "* annenlc^. VVw»6
f,-x'Ki ■inT U hiis tifen biiHt (iii.« the lioiler. in,--— ■- -
^tfioiftJ to ihc aJititivaul stiess due to the
I
I
240 STRENGTH OF MATERIALS.
ftlie boiler, tho overstrained portions of the plate wilt relieve I
F«[i'etohiiiK >iii<l laliinK h peniiunetic sei, ko thut iiiobahly arter a ya
I iii^ v^ry Ulilf (llifeience coultJ be deteL'te<I in ihe 6tr¥j*»Mj4 in a plal
Vto the ijojlt-r as it ennie fruin the beuding Jollji, and in uiio whlcT
BDDealed, bvCore rivpting into plact>, and tlie flr^t, in spite of Us 1
•trained bej^ond its elastic liiiiit», and nut BubKcqueiitly anne&Iml, •«
^ ait i«trong as cbe otli^r.
Be«latance ol netala to Repeated Shorka.
More tliaii twelve years were spt-nt by \Viilii«ir at lb« inslmtcf nf tkel
eian Govemrneiil ill fxperiiiifnting upon The resistance of i;
repeated St I ess<'S. The results of liis experiments are ex)>v
Jtnouii U8 WiililL-r'8 luw. which is given in tbe following v.'
translation of Weyrauch:
" Rupture may l>e caiiwd not only l>y a tit«a(iy load which ezcMfl
carrying slreu(;lli, but also by repeated applii-ailonH of Ktnrtti^ nM
which are equal to lb« carryint; Ktreiiiflh. The dilTDifiioes • f ' "^
are nirasiire<) of the liisiurUtim' of cuulinuiiy. in wi far as i
the fuininuini ^^tresii wibich is Htill neeea^isary for rupture din.-
A practical illiiBtrallriU of Liie uieaiiinjir of the tirst poriinii m mis urn
• I e (jiveii thus: If SO.OUO ponniLs onoe applied will just break a bar of W)
I Bte'l, a Ktiess very luuob less than &0,00o pminds wiU break it If nfi
>ufflciently often.
Tliia is fully conllrnied by the experiments of Falrbairn and Bpanpal
aa well as tho^e of WUhler; and. as is remarlced by Weyrauch, it BM
eoimiderMl as along-known result of common expeiieuce Ii parlill]
C'ounLH for what Mr. Holley baa called the " intriasicaliy ridiculous fid
siifety of six."
Another " long-known result of experience " is the fact that ruptuM
\m caused by a Huccession of nhoiks or imuitcle, none of which b1i>o» *
be BuiUuieut to cause it. Iron axles, tlie piMtuu-rodii of Bleam hainniwt
other pieces of metal subject to continuously repeated khoclui. intail
break after a certain lengtti of service. They have a " life " wbicli it
ited.
Reveral years ago Fairbalni wrote; "We knowthai 1 .-^-...-.
Iron sulijeeleil to cuiitinuous vibinllon asgutnt'X a cry.
that thucohesivi' powersare much deteriorate<i, but v.
causes of this change," We are still iguorant, not only .<i 1 1
uhauge, but of the cotidtiloua under which it takes pint <
whether wrouiflit iron .sulijt*rteii to very .sli^lit conliiuious \
dure foi^ever? or wlielher (oiniiure liiial rupiureeuchof I In' ■
shocks must amount iit lea'^t lo a certain peieeuluge of ^iL>
<bulh nii'uaured in foot poiindsi. which would cause i-uptur*- '
lion » Wiihler found in testing iron by repeated stros
iu one case -lOt^OOO upplicatioii.^ of a htreKs nf SlK) eeii: i
caused rupture, wliile asiniilnr bar remained aoiind i>:
tiona of a stress o! :i(X) Cf iituers to the square inch (I c-mi n.
Who knuwt' whether or not a similar law holda true In r>-.
shocks J Suppose that a bar of iron would break luidcr n ^
lOOO fiKit-pounds. how many tbnes would it be likely t- '
of lOi) foot ponmls, or would it be safe to allow it lo
subjected to a continual succession of blows of even l
Sir. WiUiam Melculf published in the Metatliirgivnl nn-,-
results of some tests of the life of steel of different jM'rc»'n
under Impact. Some small steel pitiiians were made, tin* -i
vblcb required that the unl08de<l machine should run m In
of 1200 levohttions per minute before breaking.
The steel wus all uf uuiforni quality, except aato carlMju.
resaltei The
.30 C. ran I h. it ni. Heated and bent before bl«*kii
" Ih. 39ui., ■'
" 4 h. ^7 m. Broke without heating.
" 3 h. SO n>. Broke at weld where linperreot.
" 0 h. -lO m.
" 18 h.
Broke In weld near the end,
""n 4.55 m., and the ntachiue broke down.
* bx Jlr. MoKiair connTmcA YkVk
STRESS ANH STKAIX.
241
istflpl waiibeitera<la|)le<l to resist repeate<i gliooks and vl.
■n steel,
1 . would wareely Iw siillieifiit lo lii'liict* any eu-
-leei in a car-axle or a brlilxv-rod. Kurihtr eixpvrl-
iiiii oi' oivrllimw tbuin.
■ posod nf.iaratus for jucb an Invesllgatlon In the
-.A. I. M. K., vol. Till , p. iB, tioiii which llie above
I Produced by Suddenly A|iplled Forc«ii aud
SIiockH.
aiiJiOeld Mfrriiimn, li. Ji. it Eiig. Jour., Dec. 188!).)
wpicht which l« Jroppt'd from a hpicbt ft upon the end of a
b« ihtj maximum i;loa((ation which is produced. The work
; tlM falling w«irhl, tbea, is
t equal the internal work of the resisting molecular stresses.
the Ijar, wlilrh Is at first 0, increases up to a ceilaiu limit Q,
r tbaii P; iiiii) if the elastic liitiit lie uot exceeded the elonfra-
utiiformly with lhi< stress, .so that the internal work is equal
■rebs l/'!i<i oiullipiied by the toml elongation tf> or
»r = 1/.'9.v.
lUiig the work that may be dissipated in heat,
^/SQu = Ph + Py.
■oaptUofi due to tiie static load P, wltbln the elMtio limit
0=f(n-|/l+8^'). . (t)
lie uiomentary maxiumni utressi. Substituting this value of Q,
»=e(t+j/l+2^j (iJ)
^^■tOf the momentary maximum elous^aUou.
Hinrhen the force P, before its action dti th« bar, la moving
B«* ic ii.B ,.»j;e when a weiBht /'falls from a height h. Tlie
H' It this belKbt h iiiiiy be small if e ifi a siiiail quan-
1 i sU'eBses and deformations be pro<luee<l. For in-
l_ . . o .. V = iP and y = if: bIso let h = IJe, then (J = OP
|Of take ii wrouRht'ii'on bar 1 in. square and 5 fl. long-: under a
f SiXK) Ills, this will be compreKseU about 0.0013 in.. Mipi»isiue
i flexure occui-s; but if a weieht of 5000 lbs. drops upon ils end
111 height of 0.0048 in. there AVlll be produced the stress of ^0,000
applied force Is one which acts with the unifurm intensity P
or the bar, but which has no velocity before nciiiig upon it,
Bdi to the case of ft = 0 in the nbovo formulas, and jfives Q =
for the maximum stress and maximum deformation Prob-
of a rapidly-moving train upon a briitpe produces stresses
fr.
Ibe Tensile Strengtii of Iron Bars by TwUt-
rneat L. Ransomeof Sail Kraneisco lian niilain^daD Knglisb
■■Jl of 1888, for an " improveiuem in mreUKtheuing and testinu
and Hte«»l roils or bars, consisting; in l\vis*iiuj; the same in a
. Any defect in the laniiiiatiuii of the metal u hich woiilil
Conciiialul Is revealed by twisting;, nml iniperfe'ction.* nie shown
treatment may be applied lo bi.its, susiiension-rodH or bars
isUe strentrth of any description."
'is of this process were reporteil by Lieutensnt P. P. rJllinofl
paper read tiefore the T>-Lhnicnl Society of the Poclflo Ooal
the TraneactionK of the .Society for Ibe nninth of Decembe'i
> auute lo Ji»9 in llw Uuivifrsity of Callfomia. T^ie «|
tittah mllb tMriy-ula« twin, (weoty-iilne of wUV " —
f
STBENGTH OF MATER1AX8.
^busly twbted, from three-eiKlitbs nFone turn to six turns per fi
test-pirct^s were c»t fooiii <mn au<l Llm same bar, and RC'iiuriitcly l__
and uuiiibeii"cl. From each lol twopieui-K willioiit iwiht weiele»t«l|
aU« streiiKlh and .iuutilit.v. One trroiip of ciieli sel was i«i»t«l
Roes broke, ax a guide fgr the amount of twist lo be given Ibi
teil for tensilf strain,
'lie r<illowiiig is lli«5 result of one set of Lieiit^ Gilniore's tesli,
bars 6 in. long, .TlO in. diameter.
No. of
Bars.
CoDdilion&.
Not twiated.
Twisted cold.
Twists
In
Tiirna.
0
3
2«
Twists
P?r ft.
Tensile
Strengtii.
0
P
3M
w.ooo
!»,tXJO
30,300
flS,400
Tenoae
per sq. In.
54.180
63,300
64,T.'fl
05.000
Ir TKXSII.£ STKGNGTU.
The following (lata aru iisiiiiU.^ oulaineil in i<-stiuK by tenaloa tall
niRcbiiio a sample of a maleilui uf consiruetioii:
The loaJ iiiiili tlie ain-ium o( fxten-'ion at the elastic limit.
^_ Tile nia.xiniiiiii luad upiilit-d before nipiure.
^KThe eluufraiiun of the piece, niea»ured between |^u(;e-marln ]
^Hated iliKUmce apart before the teat; and the reduction of an
^^Diiit of fracture.
The loaii at the ela-uiic limit and the maxinium load are recorded io l
per Mjuare ineii of tlie original area. The e)<in^atlon is recorded as il
eutage of the utated li-n^ih between the gauge-marks, anil ibr I'diiOl
efl OJi a perecutage of the orljtiual area. The eoefflcient of . '
Uated from (be ratio the extension wllliiii the elastic liui
UBtli bears to the load p^-r square iuch proiijiciiig that exiti
['On account cif thedifllculty 4jf nialcing uccuritteiiieasiireniei
pred area of a le-.i.|iii-if. niid of Ihe fact Ihnt t-li>ii|;ation I.h i
m reduction of area as a iiieuKiire of ductility iind of rir~
resisinnce before rupture, njoderii experiiiieniers
Stom of reportlntf reduction of area. Tne "sireiiKII'
ctured secllon " formerly frequently used iu rejiortinj;
|tirely abandoned. The data now caleuhiied friiin ihe lenu^:
■t for coniMierciul purposes are: I. 'lensile strengib in p ui
bIi of oritfiual area. i. Elongation per cent of a staled !• ,
UKe-inarks, n»iially 8 inches. 3. Elastic luiiit in |>ouud8 per •,!
^oripinalarea.
' Tile short or ifnx.Tetl test specimen (^ives with most meials, .
with wrought iron and »teel, an appa>ent teimile strength auieh
than the real strength, Tl:is form of test-piece is now almost ectJi
^Qued.
jTlie following resiilta of the tests of aix apeclmeiis from the
ilhi»trate the apparent elevation of elastic llnilt and :
Htber properties due lo change in lenglh of stems whtcli wer<
In encli specimen to .TOtS" diameter. (Jas. £. Howard, Eng.
Section Q.)
' ' fit
IrelylBI
DeaoripttoD of Sl«rn,
Kla>>iie Limit,
Lbs. per Sq. In.
Tensile St renffOi,
Lbs. p«r Sq. In.
1.00" long IIJ.MO
68,000
uiiicircular {groove,
.4" radiuH . . .
nicirculnr groove,
'^" failin;4
f-tJjmpeU groove ...,,
75,000
m.OUO, about
80,000, about
tt.HOO
V7.H00
I0«,4«l
116.380
IS4,6fl0
wxm
TENSILE STRE-VOTfi.
•»43
ie by the author in ilf?S of striiiRbt and kiuovmI (e«t-pi<>c«»
el cut (roiii Uie suiiie f^are liia fulluwiDg ruxultfl :
rht pieces, 56.r.<tt to W.OVi lUs. T. S, Aver. ST.riia Hit.
red '• tH.3ii umr.4<» fl5.4!ta; •'
le 9btn*t I'ir grooved speoinien, 2] per cent, or J:i,114 lbs.
snt of EIonK*tlOtt* — I" order to be able to compan*
^dtioii, ills ueL-etfciury not only to luive a uniform li-nRln of
an gaugre-markii (*ay 8 iuubeai. but to aclojit n imiroriu meibod
Lbe elongation t<j coDllieiusiite for the diffen-noM hetwcen (he
iKatlnn when tbe piece breaks netir one of Hie tauge-iiiarks.
ireaks njiilway between Iheni. The following nieCliod Ik rec-
rans. A. S. M."E., vol. xi , p. BJSl:
i specimen diviwioDK of 1/i loch each. After fracture measure
Jt of fractui-e Lbe length of 8 of the marked spaces on eacii
tion (or 7 + on one side and H + On the iither if the fraciure i«
the marks). Tbe sum of these measuieuienl!*, ie.-vs H luehns, in
n of 8 Indies of the oripiial leDtrCh. If the fracture is tin
of the specimen that T-J-.xpiioea are not left on the Klioiti-r
take the iiien.siirement of as many spaces (with the friielional
the fracture) a:< are left, and for the spaces lackiiie add lbe
of as many ecirres^iondinK spaces of the longer porliuti a» are
iiake the ' -f spaces.
•f Speclmena for Tensile Test*.— Tlie shapes shown
e recojiiueuded by the auinor m iSS'i when he was cotinected
No. 1. Square or flat bar, ai<
rolled.
Mo. 2. Round bar. as rolled.
No. 3. Sitaiulaii) nhnpe for
flats or »iquares. Fillet* ^
Inch radius.
No. 4. Standard ohape for
rounds. Fillets ^ in. radius.
No. 8. Qovemiiiedt shape for
tiiarine boiler-plttles of iron.
Not reromiiiendi'd foroiher
lewts, as results are generally
in error.
Fio. 75.
_burKh Testlne LnhorBtnry. They are now In most eeneral
ler forms, witli B Inches or less In lengtli lielween shoulders.
«nrirelv aban<lnne(l.
lona Keqnfrod In maklne Tensile Tests.— Ihe
line itself should be tested, to dect- rinine whi'llier il* ".-iiriiinc
aeen rate, and whether it is so maile anil ndjusled that in Ilie
perly made specimen the line of strain of the tesliiiK-ma<!liin<'
in line with the nxis of the specimen.
Mil should be so shaped that it will not give an Incorrect record
Eti
if uniform mlnlmnm section fornotless than five inches of
„.. be bad to tha time oocupieid in making tests of certain mat*-
cht iron and soft steel cnn l» made to show a hipber than ibelr
■ent sti'engtli by keepiD,g^/be«i uniler strain for a great VenRWi
nft allora. copfHT. tin. zli>i\ anil the Jike. which flow under coti-
*e/r highest ajifmrval Mri^iigUt is i>l>taiiie<i hy leatine t\Ae»n
«2i1^*'* '""^ "tater/ais the length of lime occupied \u
244
SIRENGTU OF MATERIALS.
I
I
I
For very aoonrate meastirements of etungutinn, corifspoiid
menu of liHtd liuriug tl>« lests, ih« eleutria euiiiacl n
in Trans. A. S M. E., vul. vi.,i). 4TO, will lie ruiiiul v
ingK of elongutiuii uie then taken iliiriiig tlic Ifst. a ■ i
plotti'd fnmi Uu- loailing, wlikli isusrftil in couijiarlMt; iU<- nu
fei'fnt iipt-i'linens. Kiifli sirnin cliu^ranis arc made aiiiKinaticallJ
OI»fn ttfstmg-iiiachlnt". di^siTUn-il in -hiui . P>-(iuk, lust. IS1>I.
Tlie coefRiiifnt of eluslic-ily slmuld he dt>diioed from iirensU
served between fixed incrpmenls of load per unit Rertimi. snj I
and l'i,U(X) iiDUuUi^ per square Inch or between 1000 uu<J 1 1.OWI J
of between 0 and 10,000 pounds.
COiaPHlBSSITK 8TKENSTH.
What Is meant by (lie term *'c'uuipres»ive Btren)(ili " lias
eeC-Ued by the authorities, and there exists more confctsinn in
term tlian in leijurd to any oilier used Ijy wiiters oi
Tlie reason of lliis may l)e easily txplained. Tlie .'
stress n[H>ii a malerlal vitriea wiili l|je nature of tbv
Ebai>e wnd size of ihe sjiecinieii tested. While the elT'
to prodnce rupture or sepaiuiion of |>ariiele!t In the i
Btrain, the effect of B conipresisivestres? on apiece '/I .
to«mi?e it lo fly into spliniers, iti lieparate into two m nmi e w
pleeeHaud fly apart, to Inline, buckle, or Ix-nd, or toHatten out
sijt rupture or separaiiiin of parllcleji. A pieoe of ■ijn-ridiim
eouipi-es-«ive stress will exhibit no chanireof a| i
plave. and Ibea it will lly to piece!) as KUtlden
ponder. A piece of ea«t iron or of stone H i.. Ifl
shaped fruKuients. A pleee of wroufchl iron win i.u.
wood or zinc may bulBe. but its aciion will depeml i
A piece of lead will flatten out and renist cuniprevs
that is, the more it is compi-essed the greater I ■
Air unil (ithrr g'ttjtef»uN bodies are e«.mipre^s
Ihey retain the uaseoiiK condition. Water ni'i
pressed by lt« own wuiKlii to the tbioknehii of a ni'i
niied ill a vestiel it is alinoMt inconipretssthle.
IvM
■<Al
■rm.
0(1
iiiTii, M niic wiM
It is probable, althoni^li it has not been deterndned eT('eriitt«'nt*H
solid bodies wlien coiiliiitd lUe at least a.^ iui' ' ' '
they are not eonflned, the efr;'ct of a coiiip:
Rllorlen Ibeni, but dIkii to increase their latet :.
Lateral slrain.s are tberefoie induceil iiy couipri«>n" si ■ v.i-..
The weight jw^r square inch of orif^iiial set'tluii f>M|iured In prodM
(riveu amount or percentage of shoHeniiiK of any inHteriat (- n"i • c
(lunutity, but varies with both the lentih and the s •
shape of this "^-ci local are.'i, and with the relation i>i
The "coinpreshive stiength" of a nmterifti, if Ibin ir:
Ihe Weight In pounds per ttqiiare inch iiece.iisai-}- to c.
with every size and shape of specimen eiperinientel
cult wi.iild it lie lu Slate wliiu i.< the "eoinpies^^lve -^
which does not rupture at nil, but flattens out. Sin
cyliuiler of a soft luetul like leail, two inches in leiiK' >
etei', n certain weiKbl w ill sboiten it one per cent, :
cent, another tlfij' per cent, but no weij^ht that we ■
ru^itui'e if, for it \>ill llntien out to a thin !<ht^t. Wli.
«ilve strength t Aicaiti. a similar ejiuider of soft »i
ably cromprcits a few per cent, bulirinfr evenly all ar^!
menoe to betn1, bin at first the bend would be ifiiiier
too small to be iiiea>iiirMl. Soon ihlii U-nd Would i
noticed, sn<l finn"' »'•-■ ■'■■ ■ iii lie beiil nearly •■
totted. What I ■• 8ir.-iigth "' of ih
the weiifbl per ' Min|i|e'vs^s the pi'
per ••'-•■' '**■" ■ • '-Tidinp (impoKjfii
or '1
A .- the deflnllloiw of
"'" iiHerenC authorittwoDi
iM
BeoHuneter, iKWB net toit nraoa, promen nte jengin or wm
bt Umu one and does not eicred four or five (liariiett^rs, »iiil
pit w iii'-h will jusi crush n ghoii, pris>jii wbosu liiu.e t-quals oats
&\ ' )ieii;lLt {k V"^ lt'M.s llitui 1 f fi IW tiiiij (lue« not ex<?eetl
t- 1 tlir criisliinj: sln-i>Rl.li of tlie material. It noiilil
|j. ^ u'ciulil all ngrti^ iipDii M>inn Htieli dotiiiilioii of llie
in;; >ir<-ht.'t>i." and iiiiiist iLat all experiiueiils wliicli Hre niada
use of tostinR Uit? relative vultiea of dilterent inalerlals in (.-oiii-
iiiAtle on sp^cimeDfr of exactly the same slia])*; and flize. An
B aii<l sliapi* :4h(iiil(l 1j« aM«itiint*(l and a^rred ii|)Oii f'.ir Ihls fxir*
■g tneiilloueil bv Stoiiey is iletinlieHK it'(rar(j6 area of neutiuii,
re inch. I)ut Is Imletlnite a» repurdr^ Irnctli. vl/.., front one to
L 111 m>nie Miel-als a specimen hve Lliaiileter8 loii^ vroukl l>enil,
Bb lowerapitfirenl .strrn^itli t linn a Hjieriinen havinf^ a len^tli of
Tlie woixlK ■■ will just cruKli '" are al-o iiidellntle ftir dnullle
rhich llio n'-sitftiinee lueresKeR wltlmnL limit if ilie I'leve Wbled
, In such ease& the weight nhieh caiisei* a certain percentaue
n, BS Ave, ten, or Bfty jxt cent, xliuuld be assumed as Ilie
Igth.
speriments on crutihiiit; t-tren^li tbre« tliingH ar« d«sii-abl«< :
tary tUiudard iti>ap« ajid aine i.>f ii?at itpreiitiuii for comparison
Uk. Secondly, a slandard limit of cotnprpKSlon for dtieltle
eU shall be considered eqiiiviilent lo fracture in brittlB iiiale-
; an accurate knowledife of llie relaiion of this crusliliiK
%I>»ciineii of btaii'lnrd iiliapennd size to the eriisliint; gtren^th
I of all other Mhape.s and iiiiE»!i. The lalter »-an only lie
very extensive and accurate aeries of experiments upon nil
ertafe, and on speclmeus of a ^reat number of dllTerent slinpes
■ proposes, aa a slaiiilard bliape and *ize, for a compreKsive (edi
»aU nietok. a cylinder one inch in length, and one half Mpiaie
ftl area, or O^B.s Inch diameter; and for i lin limit uf comnres-
^J to fracttire, ten per cent of the oi ixiiml lendth The term
|8treQKth," or "couipri'ssive iitrenKlh of &t.aii<lard specimen,"
m tlie welKht. jier ttquare inch requii-e<l to f iaclui-« by ooni-
a cvlioder one inch lone and 0.;il» inch dianieler, or to
I to'i.9 i!i''h if fraetiire does not lake phice hefore Uiat reduu-
,240
STRENGTH OF MATBBIAL8.
F Tlie Committee on Standard Testa of the American Society of I
Englutf«rs 8»y (vol. xi., p. tWJ) :
■■ AltlioiiKli einnprrssiori testa have heretofore been made onj
Banipiti pieces, it is liiKhlj' ilt^siroble Ibat leHis be also niude uu
froru 10 to 'JO diameters in leugtli, corrt»(poud)Df( nitire nearly v
Eractice, in order tliat elnslic Htralii and cliaiige of slinpe may (xyi
y using propi-r meiisdrinK ftppuratus.
The einstic liriiii, modulus ur coeDk-ient of elai^tioity, maximua
mate resistonces. E-liouki be JeterniineO, as well an the increase ofi
Tarioiis (.HjiiitK, viz., at beartii^^ Rii r'f aces and ateripplint; |>«>lnt,
Tlie use of Iomr cimipression-tesl iiifces is i-pconiiijeiiilKd. liec
vt*stigution of short cubes or cj'linuerH has leil lo m> diri'ct iiiip
the eonst^knts obtained by ijieir us^e in computation nf aoluiii f
which have alnu) a been and are nuw designeti accordiug lo en
mnlee obtaiued from a. few tests of Ion)? colnnins."
roL,t;in?is, pii^lars, or strfts.
■lodgblniion** Formnla for Columus.
F =. cnishlUK wri^it in pounds; i/ = exterior diameter iu liicha
erior diameter in Inches; L = leugth io feel.
Kind of Column.
Bolld cylindrical col- [
umns of cast iiou )
Hollow cylltidrical col- 1
utiinsof (;ast iron )
Solid cylindrical col- )
uuiusof wrought iron, j
Solid square pillar of I
Danizic nak (dry) f
kSolid stijunro pillar of {_
Ired deal (dry) (
Both ends r^ounded . the
lentri'hof the column
exc"'e<lin(; 15 times
iU) diameter.
Bi.lli en.1«'
P - S9.1S0
d>.« - d,«7«
!,'•»
P = 95,850
I?
p = w.«aah
,<«•<!
p=»,asi
P=iM,i
d*'
P = 8^.540^
P = 1T,51I
.■l»j
The above forumlu? apply only In cases In which the length is wn%
the column breaks by lieiidiu); and not by simple cruahiiiK. If Uie I
be shorter iliau Ihat Rtfen in the table, and more than four or At
diAiueier, the strength is found by the following foruiuLa :
PJr^VlC
I in which P= the value Rlveu by the preceding fonniilir-
iecliuu of the oidunin in square inches. C = the ultiin..
lance of the material, and ll' = the cnishini; atreu^lli
HodjrkinHoi.B exi«TiMients were nmde upon com p«>;>i
the (fi-eatesl leu(,'tli of caal-iron coluimis being 60)<$ inches, of wi{
KAi Incbis.
The follow Ine are some r>r bis conclusionsi
1. In all \"ag iiiilars of llie same diuieiislonit, when the force W
the direction of tlienil^ thp f^tienitih "f o>ie which ha« flat ei>^
i three times aK irreat oj* one witli rouii led riidfl.
S. The Ktr'f>]ieth of a pdlar M'itli 'in» '■nd ronndetl and tike oiImi
ftrlihmi-tioal mean t>etween the two i^ven in the preceding cane (
r::
bavins! Initli rnds firmly fixed is
' ll Mfids rfifindeil.
iM uul kuciek«etl tnor« ih&a a«« aev
ERTIA AND RADID8 OF GYRATION. 24?
miifae .IwJuced from Hodftkinaon's experimenta are mora
n HoiJgkiiiMon's own. Thity are: ~
li both ends fixed or flat. P = — ^^,;
h. one end flat, Cheotbereod round. P = •
«•
1 + 1.8o-i
h both ends round, or hinged, P = — * «;
1 + 4o'^.
" 'Imii lo inches;
or (!oliiniii, in pniindft
it tUe material In lbs
iu* of ^'I'Ation, in inches, r' =
poi
uf tlie inateriai In lbs. per square lach;
Moment of inertia
area of section '
ci'Ih Inn in inches*;
iilKin ilifi nmterinl:
tftnts; tlifv are really empirical varfables,
'111 cliai-aoler of ihe coluiiiD as urell ail upon
t-iron coluniDS, values oomraoDly taken are: / = 36,<XX) to
' M.OOO'
>n eolumna./ = 80,000, u = ^t^tz.
d4UU
Iron columns, flzt^l endii, p = °v.vw ^ _ |^,|g,,| jj|,,|
1 + ^
e same unit, mid p = dtrenfcth in lbs. per aqiiare inuli.
ker gives,
mild steel, / = 67,000 lbs., a = ^r^-
itronK Rteel. / = 111,000 Ibfl., a = , . ,.„.
l'l,4tK>
rs these ouljr loose approximations for th6 Ultimate resto-.^
EankiueKlVfsy = 7800 lbs., a =. \flOO0.
INEBTIA AND RADIVS OF GTBATION.
t of inertia of n section \» tlie sum of ihe productn of
Tva of iliti Kfctlou into tiie square of its Jistance from an
itntioii, lis the Dculriil axis.
r gyration uf the seciinn wiuals llie square root of the
3tiieut«f inertia divided by tlw area of liie section. If
/s moment of inertia and .4 = area.
»VJ i
= ff».
_ Ja of varioiiH secli<in.s are a.s follows
^idc (liHineter: d, = inside diameter; h= breadth;
• breadth and diainfter;
8»6*»; Hollow reclj>n?le / = I/l*,'<Wi« - h,hi*);
Hollow si|iian- / = l/IUi/.* - b,<);
»d<; Hollr.wolii.der /= l/lJi<i<./< - .<,<).
nertia and Radian of Gyration for Various
ttoclr Ilae In tlic Formulas for Sironetb of
^olumnM^ — 'I'lie »tieii^lti of sfOtion>4 to resist stiainK,
' a« ('i>iiiiiiii». dr-priKlH not only on ihf nren l>ut also on the
III, awfJ tlieprvijertyufibeavclhsa wliicli foriiw Ibf V>&hM
Mfti I'l the r->nmilas tor strfngtli "f cinlfrs nnd i"
I of tjieform.li li» moment of ioerliu abou*'
'4UU Qt reaiatBoae ot any sectioo to tnuia*
I
1
248
STKEXOTH OF MATERIALS.
ix Us inoinedt of inertia divided by lli» illslAiicn from tlif nrutn
the fibres rartlirst removed fmro that BxiH-, or
Moment of resistniice —
MoiiieDtof inertia
I)isi»nfi- of exlifnie fibrt- fruni bxI*"
nomcnt of Inertia of Compound Shapes. (Pen
1\ !<ikrt ) Tlie tiiiiini-iii <ir iiii-rriuof aii\ sicoiion iil>i>ui uiiy axis Ikc
/ uliout a (larmllel axis piissiiii; llir<iiii;li ils oeulii' uf jjiitvity -4-ltl
tlie section X' tlie ^iqiiari' ut llu' distance l>(.*lwet*n ihe ajcfs).
B)' thi8 rule, ibe iiiomeuts iif iuerlin or rtiiJii of ^'viHtion of aDy<
tlimt Iwiiig known. oonvsponiliMR valniM may be obtained for my I
lion nf iliese sectioriH.
KadliiK ot Gyration of Compound Shapes.— In I
pnir of any slmfie witliniit a wel.i tiie valuta of i^ cuu Hlivay« )
out considering tlie moment of inerlia.
Tile radius of ftyratioii for any Heel ion around an axis paf-^
BJtls rmBSlne 111 rough ilsTOiitre (if uravity Ik found a> follows:
Let r = railluK of icyraiicii arnnod axis tlimnKh centr>" of gr»5
rmlins of cyratiiiii Hionud aiiorliei axi« |iarallel to aliove: ii=.i"
iweeii axes:
\Vlien )' in MUnll. R niav l>p (alieii nn egUHl (o r/ ultlionr ma
Crapbl^al method for Finding; Radius of Gri
F. Ln Kill'. E'lir. .\Vi«v, Feli. -J. \HWi, gi\fs n t-hori frrupiiio
UnilinK' llie radius of ^yraiion of iiollou, eyliiidri<-al, and
uiiiiiK. as followK:
For cylindrical coUmins:
Lar olT to a scale of 4 (or40i a ripht-anRled trianisl?, In
e()nfili4 the outer diameter, and ihe altitude equals the inner <
column, or vicf vfrmi. The tiypotlienusp. niwiNure«l to • i
10). will bf the radine of eyrafion soneht.
This depends upon ibe fontmla
°^ ^ AFeT 4 •
la which A = area and D = illameter of outer circle, a = i
ntett-r of inner eircle, and (J = radius of (gyration, f U" + if*!*!,
nion for llii> li.vi>oUiennseof a riglil-angled Iriiini^le, In which DtBdl
bnKeaiid iiliifuda
Th>- sectional area of a hollow round column Is .7S(V4(/>' — d'l
Hirnciiog a riijiitantrled triatiKleiii which {> equals the hyiHiit
equals tlie all :liide, the base will equnl i IP — il'. Calling I
exjireswion for llie bnse H. tlie aivn will equal .TSMB*.
Value of (V for fquare coluums:
[..ny off iiK before, but URinK a hciiIi- of 10, a rlaht-niiKl^ Irl4
the Iwise equulx l> or ihe side of the outer si|nnre, and ihe uttltil^
the >iile of the inner $>quiire. Willi a scitie of it measure the h)|
Whicii wdl Iw, approxliiiHlelv, the radius of Kyrnlion.
This proceKS for square colnmoK (jIves iin eicwisi of kli^'
By ileductinc W from the residt. a close iipproximutlon
A vei-y close rfsiilt Js also obtained l>y measuriiiK the
the M-Viie scale by which the base and iililtude were laid off.'i
by the ilecimiU 0.29; more exactly, Ihe decimal in 0.'J88t!7.
The formula is
■ ^
oni. of Inartia
Area
TT^ •'^+'^-
This may also be applied to any rectanpnlar column Hyx.
diametera of an unsuiii>orted colnriiii. and the ereatrr diauir
unin is itupporteil in ilie direction of ii;: leiisl lilnxM-ion'..
KLBniKNTS OF rsr.4L SECTIONS.
Moments refer to boTJicoii lid tt\ is ill :•
4ut<«nded (or convenient Appliculiun w i >
iMOt. Some of the terina ar* only apjii. .(<
f/urmJ/osof ^ryration In rtnntea ofuuw avyi^ vo 5,\«
' odIj-. a = area of wet Ion •. h = breadxYt'. n = <\»v*; T) "1
^Kkts of usual SECnOKS.
249
w
Ion.
t
Moment
Of Inerlla.
Moment
of
ResisUiDce.
equare of
Leiut
RatltUB of
Oyrstion.
Least
Radius of
(i; ration.
h —
ect-
1,
12
6A»»
6
(Least alde)>*
Lcajtside*
8.46 1
13
BeeU
1^
6.
12"
h 4- hi ^H
Jirclo.
16
AD* \ D>*
8 16
• Circle.
«a of
laection:
MOf
laectioo.
ManRle.
r
Atf-ad*
10
8i)
1«
D + d ^1
6A»
6A»
The le«tsc of
of the two:
Tiieleaatof 1
the two: m
^ or '' ^M
4M
10.8
7.8
6>
is
5 ^^
j£m^»-
Ah*
9.6
Ah
6.5
13(h»+6«J
^1
2.6<h + 6) ^^
iB.5
AW
11.1
.1/1
6'
«S.5
^1
Ah*
c.as
3.3
6*
81
4.68 1
P
7.M
Xh
8.07
19.B
Ah
4
6'
S6.5
6 1
6 1
Hffil oeatre of gravitj, solid triangle, -; even angle, ^^; ^^H
I«.
i.m
«-»
4-17
7 S
I7.«
i«
tJH
tJOk
5«
Tt-a
IL
1-a
\.-n
<.>o
•-«
3.: :
2i:.i
JiS.3
izi.r
■»* 0 1 2U.2
m.s
149,1
tft4.<
317.7
«S.l
IT9,8
263 5
CT.7
S77.8
S18.8
EM.4
447.6
SdS.6
XK.7
T»7.»
ws.o
1|«.4
sgs.e
89S.1
913.6
449.8
845.T
lice
187.8
IM.T
I8B4.
]
Tlio oorn>ctlon for short colunma should be applied where
laM than 8U iltii>net?r».
StieBRlh ia Ions of sliort ctilUMiiis = ^^,
9 boliicr Ihi" utrenRtli fm- Ihdk columns frireii in the above tabh
llificx till- Ki.cfl"nnl »re/i nt llie inetiil in iiieliPi.
Ilolloiv rolumna. -The 8in-n(;th nearly equals Ibe tliffeiv
twi'cii lli'tl of Iwo milM columns the (liivrneters nf wliicli are
extol iinl liiid Itimriinl iliaiiietere of Hie hdluw one.
ti|llm«l4« NtrtMiKtli or Hollow, Cylindrical ITroi
ClastMrou folumna, when Uxed at the ~
(rotUvlllu lion anil Steel Co.)
CoiiivuIckI li]r Oordou'i foniitila, p =
1 + C
u
m m Ultim*Ui (itr«neth In lbs. per sqiiaiv inch;
, I lO.OtO ll» for ivr<iiii:ht iron : (
J" 1 M.iKO liM for ciuit-iron: (
C H l/'iMUU fur wvutiKbl Iron, and 1.,'aiW for «
H252 STRENGTU UF MATKUIaLS. ^^H
^P WBODORT-IBOM OOLDMNS. ^f
■
Ultimate Btreogtb in lbs.
1
Safe StreoKlb in lla.
1
per squait) inrb.
r
square inch— Faclcr
Square
Ends.
Pill und
Stiimre
End.
Pin
Ends.
Sgimre
EiidK.
I-
^^B
la
^B
:^ W
^r to
39»44
39866
39800
10
7089
■
3977U
anrih;
3a.'»4
18
79Xi
:''iii
V 80
8H04
aB47a
aiii!H
i»
7921
'.-■M
^ 25
30384
SHIK)
.38788
26
7877 TMti
ao
SftnK
38884
38378
30
78SI
7797
as
38810
88430
HTfiSO
3S
7792
:mi
■. 4"
."18460
.IVV/H
.r(i:«
40
76tW
: ■ '!•
■
8807J8
874T0
ataaa
4fi 7(11 1
; r>l
■ 80
8Te4<
36998
855-a
SO
75«)i
,';*'l''
™ 68
3TIS6
littSHe
at 744
M
7487
'.Mi
flO
80697
.18714
.■iS898
60
7389
7ia
&5
SGI83
84478
.S.1I1S4
65
vjaa
B8M
^ 70
8t><j34
H4381
:»128
70
7I«7
6877
H "
snore
33UHe
3:ilS
»
^
6;j«i
■ 80
8t482
srane
30-a«
sn
W93 „
^ 85
SiMO
8;«8C
aDa«4
8S
6777
etjl^l
80
S3J64
Sl4Be
S8470
90
(«58
(•^MH
«5
frnw
30T50 -jnoG-i
95 OMT
61^H
^ lai
s-xm
noono ;»fi6a
100 0400
!^H
■ 10S
SISST
liimio aw85
KIB 6ST1
^
Maximum Permissible 8ti«a»e» In i-oliiroiu ua«<) In M
(nilll<lilW Unliiiaiii'Ks or t Ity uf Cliii.'Hiro, ISV-I) fj
^m MhxIdiuiu pi^riuigsilrle toiidii : ^mm
^m For cast-iron roiitxl ooliimns : ^^B
^1 „ lOOOOa r = iHiifctli of e >liiinn ill IncbM; ^^
^H '— p • d = diamvttr uf coliunn In liii-lie*; *
^V ' "^"SSSi " ~ "'** °' '^"'"""' '" ■'«1"<"<^ iiu'lh>!i.
For cast-iron rectangular coliinins:
„ lOOOOo <iujdn«ii before; i
^L 11 ° d = least liorizoDt'al dlmen»ion of ^^B
■ ■
^K For riveted or nihHr rnrms of wrought Iron columns: ^H
^1 „ laOflOit { = aud a ms Itffore; ^^|
^1 ^— ri ' r = least radius of jcyralloo In Iw^^H
1 1
' ^ !«K<00r«
^^H
^M Tur riv<.-tp<l or oilier iil««l eoliinmH, if more than 60i' In leiigtli^^l
^1 8 ==17,000-—. ( and r OS before. ^H
^H U It^-i lliaii OOr III ifn»;tli:: ^^M
^M S = I3,MI0(T. a a« before. ^H
^H Far wooden pools: ^^M
^^L nr a = area Af iMMt in square inobe>:^H
^^^^^^ as ^ ' • d = l<"- ' r rrcinuinilariKmt^H
^^^^^^^^ 1 -\- „j> ' ^^1
^^^^^B^^ "wi^' 'x-ii' Norway pll^H
^^^^^^^^^^^^^^M ■ ^^H
^^^^^^^^^k ( BW tor \nuK\«&t ';«\\b% \f»^H
OW CYLINDRICAL OAST IRON COLUMNS. ?J53
«P HOIiIiOW CYI.INDBICAI. OABT-IHON
COIjfMNS. (New Jwbsy Steel li-ou Co.)
(Out! fifth tliebreaklDK vviglil.)
Iktwtue tables fiive (be safe load ill tons o( 3,000 lbs., for uoliimtis
;, ..t^ *..i^ >-"4He!t ncatf^itfiy tuvnefl ti» a true plarte, an^l liaviitf^ a
•\ Mirxv Miirfiieeii. In tlio caSH of 4.-oUimMH linviiift
)v witti ihe (It^Ki'Ff of care usual in ordinary buiUliiii;,
i<'l> Kiioiild be tnlioii; nnil for I'oluiiiim noi UiriKil at
ii !- .HIP third of Uie.<B siiiioiiniK should hv tiikfn for
h".viii^ oi»e enil aroiirHtt'ljr tuinHd to a true plane,
„i .„,..._..„, uin:, be Tended to two lUlrda the aiiioiiiit givcu in the
C
lA Ton* of 3000 Iba. for Cast-iron Coluann*
wlUi Tnraed capltala and Baaea.
I In
! n 14.0
).: n.4
>.V 9.6
i.e
8 1
7 0
a I
6.4
4.»
\M 4.9
I Outiiide
- Diarneiiir,
C 3 iiielies.
^ Tblcktiesa in
tJ inches,
•-'I 2.1
«! I.*
•-' 5
8.3
K.l
K.O
l.&l
3.9
.■IS
■1.-,'
■J. 9
2.7
a.s
li.S
v. I
'.'.0
Olltslile
Diaiiieter,
4 Inches.
Thickness
Inches.
in
9 31
(I m
10,17
II u
f4 I I >!4
BSS.
4 3:i.
H2M,
Oi4.
TJSI.
i|is.
4114.
,11 12.
.S'll,
3 41
i\
OulsidH
Dlaniet4-r,
4 illCllM.
Tbicknesg In
iiiehoa.
«
H
I IlV4
I 10.7
1 9.7
8 8.8
al 8.1
01 T.S
Al 6.9
o| e.4
6 S.4
•i, 5.6
ld« DUmeter,
Outslile Diiiineter,
Outside Dill meter.
A laches.
B Itielies.
7 inches.
^^ ill Inches.
Thlckntfra hi Inches.
Thickness In Ini'hec,
i.s' es.o
T3.S
M
I
>H
lis 1
M
1
150.7
iM
77.8
m.i
no.3
102. 1 12H.7
160.4
:.e ar a ci.4 1
89.7
«5.7
tW.7
lOH S
08 t; 117.0
136.11
153 5
«.!i so. 7
iW.S
«9.H
77.1
f«,5
97 8
8.1.0 1 106.7
12). 6139.3
: ? « 1
50 4
M.P
BB.O
7fl«
87 4
7S.4 1 97.5
113 .Mi-jn.s
V!>i 40 3
44.4
51. B
M.O
71.9
7S.7
71 S 1 89,8
103,61115.3
9.3 M.'i
40. U
4K 0
.^7i
tv-..a
71.2
t»,0
SI. 7
94.811(15,3
;.« t2.1i
35. i
42.0
S'J.l
50 3
84,(1
(50,7
75.1
87 0; 116..1
1.9! iB.S
r»1.0
89.3
47.6
.\4.l
.W.9
r,6 0
B9.2
80.01 tig. a
i.Ci as. 9
27-. 6
36.6
4:i.g
49.0
32 6
51 .S
5.1. a
73. S' 81.9
t.4i 9s.a
*j :
at.o
39.4
41.0
47.2
4(i.l
59.3
6«,2| 75. «
: » 'JO. 4
aa.3
'J9.H
*••,(•
311.7
42.5
44.0 1 M.9
AS. 2, 60 8
VP 18 S
•JO.'.'
37.0
.lU.D
.TC.O
USA
42,0 I 50.8
57,8; 63 0
1 a iB.o
18.4
34.8
■Jil.4
.TJ.8
33.2
88,3
4S.4
ftj 7 57 4
HA' >& 4
10 9
2-J.ti
a«.9
30 1
82.8
3.^.1
42 6
48.8 52.6
CO 14-3
l.-i S
'JO. 8
24.8
27 7
S».7
32.8
sa 1
44.5; 46 *
' •. (
IV 8
S2.»
liS.S
27.4
2M.8
36. 'J
41 1 44 7
17.8
21. a
28.7
M.l
27.7
:«.5
38.1 41 S
JO.e , W.T 1 i*-.'.; / 23.7
H 4 '/*.* 1 S0.6 1 a>.] 1
257
31 8
85.4 ».«
_..... .. - /
34.0 1 29.1 \ Sa.
L'»J
I
I
I
254
STRENGTH OF MATERIALS.
Safe I.oad, In Tonn of 3000 lbs. for Casi-lroi
witb Turned Capltala and Il«»ea.
Outaiiie rJiameler,
H iucbes.
Thickness in incbea.
H
TI'JS.S
S IIB.?
911011.8
Id 101. A
HMO
87 0
?5.0
6r..O
00.;
Mi.H
53.2
.M.I
47.0
43.5
40.3
•'17.5
95.0
1 IM 1!4
loa.uiM
15U.I 177
i:is.5ll8:3
I?: s|i5o
10{l,0il-'8
ini.i UK
S«.8]0!»
87.1 101
81.1 U4
75.7 R8
70.7 82
CI!.
0-2
57
M.;
CI
4i( -i; 86.
411 01 bi.
42.01 49
0,219
,7|i.'01
BIIHS
,7170
0'j5fl
9, U4
8 i«
M 114
,7106
:i 98
il se
ll 7H
4' 73
s: 6'
8, 62.
» 58,
3] 54
Outside Diameter.
II Inches.
Thickness in inches.
M
154.8
144.7
IJto.O
liS.O
iir.5
103.6
loa 4
95.7
8SJ.5
83 9
78.7
T3.9
09.0
65.5
B1.8
68.4
55.9
53.0
48.5
1
197.7
164.5
171.8
160.0
U<i.«
las.a
1-J0.4
iao8
112.9
1<>5.7
90.0
98.9
87.4
82.3
75.6
73.8
69.3
64.4
60.1
m m
i36.«
-jao -i
VO-I 7
190. .1
177 0
164 5
].« a
I4'J.8
lis. 3
124.0
116. 7
100.4
103 7
96.7
91 0
8S.8
80.4
74.8
69.8
•-•71.4
•X&.fS
233 9
•-•17.0
•JOl .4
187.0
173.9
161. 9
I50.B
[40.9
131.8
1'J3.5
ll-'i.fl
108.9
lo.'.e
96 7
(■9.5
83.3
77.7
Outside
10 inclK
Thtcknes IB
»
1 ! I
181.0
ir>.t ^ -w
171.1
160 9
161.2
1 '. w i ...
142 0
IBI 4 «l
133 4
170.1 :*
126.8
159.6 U
117.8
149 8 K
110.8
140.7 II
104.8
132.4 II
Wt.S
I-.>4.6 11
(«.7
1174 11
87. R
1 u> K 1 y
H2.7
78 8
74.8
.-^ ....
70.4
M.9 id
66.9
64.4 1
64.9
81 .OU
Oubiide Diameter,
11 inches.
17 I5J.1,1>
18 iiH » it;
IK lan ilii-j
an i-ii,! i.-p.t » ;i-,.ii
211lv>''..l 14.-I.0 tfiO 7
ifciilin ;; rW i rA i
Slllii '1 I
•H \y- ■■ 7
asiHi' '> 7
- • 0
■,':0.0
I'.tO.S
IW.7
171. t;
I6.).l
Outside Diameter,
12 inches.
Thickness in laches.
1 IM IW
:<r0.R 431.7
:tS2 8
83.1. 0
.117.7
mi.o
410 2
.389.1
308 «
8IK R
2S5.1 ,3.10 0
270 0 :i|12 'J
liW.6
•J4J 1
■Jill. 4
2'7,5
,-.'06.3
■.'.W.S
I sil , 0
i;ii '.I
IIM.H
160. ,1
152.8
145.8
an:.. 3
a7i» 4
204 5
2.V).0
2:i7.n
2-J5.:i
■.'I.H.fl
■iK\.-i
IlVt.3
184.0
175.3
167.1
518.8
485.0
4.58.8
».f2.9
40H.6
;W.5.T
•164.1
1*43,9
:IS8.0
.W7.4
J90.9
27."i.6
«l.3
i4r 9
23.'j.5
224.0
il-I.S
>203.1
Outside
I.M incbr
BCCEKTRIC LOADING OF COLUMNS. 25
■ie I<oa4 of* C»ttV4roa Catamnm—iCuHtiuued),
1
Diameter,
Dcbrs.
m In iiicbes. {
OutJfiile Diaiiiptrr,
15 inches.
Thickness in iocbes.
m IH
ll.V»-nT,84-6
>- •. I - ( 1 115.1 SI
■13-0
■ .'.» 4
, lO.M
.91
413.7
399 3
3Ht 4
:«!»."
:i5.T . 1
Mn;.6
313.0
-•S7 ■-'
•275 . 1
l-i'>:j.O
|i52..5
i! 0
■2M2.0
•-'■J^ 6
I-JI3.4
|2i)4 9
19«,7
506 I
504.0 1
;S6.7
4Kr.9
571.'. 8 1
7k'7.7
<«6&.o
5;K).l 1
fi9S.4
M51.0
.ViH 0
wa a
4.33.0
f>0B.3
(>40.»
115.0
4K').0
GISi.H
:viT.e
464. S
■8S.9
•IHO.T
44t 1
W)8.7
;i(U..^
4i5.a
534.9
.n><.»
400,7
510.9
:j.u 1)
i'-O.l
4HM.1
aiii.T
atd.i
406..^
wo B
H.'« a
44r).B
J9:l 3
;mi 0
42U a
•Jf*!,0
826 5
407, H
•Ji)9.3
iri 8
^90.3
•i-.8.3
299. N
3:3.7
S47.8
887.5
858. 1
J87.8
ars.n
114a. »
Outside Diameter,
10 iiiclitrB.
Tttiuknt^ss fn inches.
1
m
>»
449. H
551.1
6(8.0
43&.!)
5M.K
eao 3
4-.'0 r,
S14 4
6(M.l
4Li5 6
41>C. 0
fiSl.H
.H»i.(l
i" 4
.'i.V.l.h
370.11
150 3
.5HS.0
m\x
44) .-i
,51117
347.11
li's.e
ijO."! 9
33:!, 9
4l'll.Q
475 n
3£(l '.
soil u
t5«.f.
SOS.O
•174.0
43!*, 0
^'SiE.H
35».U
4.0.1
i!M 1
HIS. 4
40rt (1
i7i!.il
:«!.(!
;.3HC 8
•M-i \
mi*. 4
',37 1, i
-■51.9
;m'i.!)
,3541.4
24-J.-'
iiM 0
34-J.3
-.fil-J.g
las-a 5
jaas 8
aiJ4.0
l«1.0
Isio.i
TW.B
:70.4
:40.|
Til. 7
(W3.'
i-"6.1
mil.
■)T6.
BCCENXBIC L.O.I.OING OF COL.17inN8.
iiiniiltti ciMs-i seclioii. Biieh as n innBoiiry joiut under vifss-i
II Ije di.stiilmled uuifoniil}' ov«r llie secli'li oillv when tli«|
T hrougli Ihe centre of tln^ sfptlfin; any df vinilmi from mifj
•! will IjiHDg n iiiaxiiiiiim unit prpxsiiri' to oni- t-d);e>iiid
iilii^r; wiien the dlKlmiCt- of the rej»iiltatit floin one edge I
iitire width of Ilio jijiut. the pressure at iho iieaier edge 1
-lire, »hil<? that nt the fjirther edge is zt^io. and ihot'
I'Viiaches still nearer lo the ed^e the pressure at the
r less than zem; in fact, liecomes a teiisinu if the
iMnif.riai . <mi- . there isc.ipniile of re.^lsting: teiisinn. Or. if, as iiKual
r Jointw. the imiteriid Ih practiunlly iiu'iiimbli! of reaisilng tension,
re .It the nearer edee, »"heii the rexiiltanl ai'proaclies it nearer
Itlii ' uiiith. increases very rapidly and (inneerously, becom-
.f<f when the ri'siiltaiit readies the ed^re.
... f.f the resultiiDl relatively to one edge of the johit or
^A »iuiiiar re(ii;<lril>tJtion of the presj^ures rhroiiphotit the Kectiou rnH.vj
'niKfat BtHHit by simply ndding to. or dimiiilRhiiiK the width of thf
m.
I i^= the total pressure on any gection of a bar of unifoi'ni tbii'ltnes".-
Ellni nuliih of that section = th« area of the gection, when thlckiit-e
• ~ = the m«an unit pressure on the section,
^ the moximuni unit pressure on the section.
= lli» mlnlfnuni unit pressure on the Kectlon.
Btlie eccentricity of the reBUiiant = ita diataoce from the centre
ClStJcrll.
:V = p(,+^)an<,«=p(l-^).
I = ^ IP Uien M = 2p sod m = O.
nifr^lrr tbaa l/Sw. the rfniilraiit Id Hint cose licliiR Ve^s \.W
' tie *rjdtb from otif edee. f becomes Deicntlve. (J C "'"^
"H"t*nriff ~yen!», Nov. sa, 169a.)
r
STRENGTH OF M/kTERIALS.
BVIIiT COLCniNS.
From expei'iiiients by T. U. I>ov«ll. discuHsed by Bun , lli«5 val
't ill several oases aif. >ic-ti;i'iiiiiie(t, kIv'dk ein)iirifal forms of Ooitli
tiiiila (18 r^illows: p := puuiiU.s tinmlimg sii vdki U per >quiiiv inch of
iiinn m iricliea, r = radius or gyration io iiicbes.
/ = l«ii|flh of column
Ket/ttene
Kevatone
Coll I in QB.
14-
1 ^2.
1 8.300 r»
ss.oou
n+
_J
18,300 r*
,t2)
M.000
1 +
_JI
1S,000 a*
(3)
th irrent varlai.lonn of Btre«« » factor of unMv of uihlKb ■«•<■
leil. f>r it mnjr he (Ui \oit a.i 3 or 4. if t)ie coTRlillon of fttn-M h un
r«v«eiillallr so.
I^iirr Efiviw the following g^entfral prihcip!?l^ wbich govern tlli* rpnti
biiill riMuiiknH ;
The ni)itt>i'jal stltoiiM be illspose<l as far as possible from thr nmitt
ot rlie criisR-sfction, tliTwhy Increaslnit >•;
Kh('ri« sliimlii 1«« no iiililsl iDteninl iitrw*;
he inrtivliliial pnrtiona nt tlin eoliiinn xhnoM be iniitiimllv 8U, ^
fte hiilivliluftl port ions of Ihi- coliiMin shoulij beiio flrmlv n^ni'r
er timt no rp|ativt> motion oaii take pltiot*. In opjpr thnt the
fall Bs B whole, thus maiiiwilninif the orleinal valop of r.
Stoiipv H«ys: " Wlii-n ilie lenclli of n rpctniicular wronfflil '
eoliiinii d<ies not exo'ml 30 timi^ Its leant brendtli. It fails liy ih" f"ii
biickliiitr of a short portion of thi> plat«s. not bv the flt-xHrw of ibr 5 '
'-Vi/f. ■■
fTna». /i, S, C. K., Oct. IRSn. are K\ven V\\b liA\<)N«\n« fixmol*
BUILT OOL0MKa
Flat Ends
0«>
V&
tP
Phwniit
Colli HID.
4g.W0
Co. Column.
(15)
One Vln Knd.
(19)
iw;
40, aw
(]«)
1 +
£250 (f>
T-Mro Pin Ends,
36.fi00
1 +
_1
I&OO d*
(17)
S8.5tX)
'2450 <P
m.uxi
^1760 a*
S6.A00
"l«M rf«
^B«n " column coDHiatit of Iwo c)iBUiiel8, opposite, with fliinges
Wk A plare on one side and a lattice on llie older.
^b for '• square " columns may be iinecl williout ranch error for
^Miord stxiloQ oomposr-d of two chniinel-lmrH and plates, wllh
^mt piu pfliSHlni; tbrough tlip centre of gravity of >ht< orom-
Pin*).
dOn m^mlx-rs composed of two cljaatifis ouniifcti-d by ziKzae
ty be ireaied hy fonniil» 4 and &, iiRinp / = %.CKXI iiiatend nf
I on fiill-sizi'd Phoenix columns, in ISIS slio«<>d a clnse agi-ee-
psiillji wllh form ul)B 0-8. Eipi-iinii<i4ls on full-tiizcd I'hasntz
e WalHrlonn tftsliu^ftnachfiio lu 1881 tthuwi-d (.-onsiderubie dlil-
len tile value of I h- c liccainc cuitiparatively stnali. Tho fol-
rd form of Oordon's formida KH^vh tuk'rable results through
[e of experiments :
40.000
aos, flat eod, p -.
0+^t)
1 P
1 + 50.000 ,->
<«fl
llta of three series of flxp«rinienls od Plioenlx columns, a
>miula ihan OordoD'ii is reauhed as foiloTrs :
IM, flat ends, p = 39,040 — 46-, when I -t- r is from 30 to 140;
./
p = 94,700 - 4800 V - when I -f-r Is leas than 80.
■HmeualouB or Phoenix Columns.
(FbcBDiz Iron Co.)
on are lUbJecC to slight Tarlationc, which ar« unavoidable In
of columns k'*"" are those of tho 4, 8. or 8 seginenfB of
"I The nvrl-hrudi add frnni I'loSper ceill to the
ire Rpaced 8, 4. or 0 Inches apurC from centre to
■iii-rv cinsfly tti the ends thim towards tlio centre of
an h»»H 9 BPf^nentu, £ columns 0 seicmeiits, 0, B*, £>, and Alun*
■ Leatt I atf I'lta of gi/ration = Dx .S6S&,
t
I
lUIULJ^ FOB IKOX AND STKEL STRUTS,
Segroeot.
IT
feo-
SI
60
71
76
86
96
100
110
DUuiietera iu inches.
a
03
o
SO
|21
One ColuniD.
1^
%l5
5l»
P.3
'^a
l=-2
48.8
168. e
5.W
52.8
170.
E.77
58.8
lSfl.3
5 82
60.8
!03.6
B 87
68.8
229.3
.=i.05
7ti.8
856.
U.0(
84.8
282.6
6.14
9i!.8
309.3
6.33
irklim Forinulte for WroaeIit>lrou and Steel Strata
ftfluuft Form*. — liuir gives ihn fuUcmiug pr«cti(;ul fcirimilie, which
UiMt to poiU«i« advaiilaBtsg over Gordon's:
Kind of Strut.
p = Ultimate
StrenRth,
lbs. per .sq. In.
of Section.
lad |Ue<l end Iron angles oiid tees 44000 - 140 -
lA«tid Itdu angles and tees.
.46000-
-175 —
aa Imn cbannels and I beaiUB.... 40000-1 10 -
■d mi]d-8t«el anglea 5-.»X)0-180 —
I
mA hi|fhst<>ei angles 78000-290 -
(1)
(3)
(5)
m
j), = Working
Strpngih =
1/3 Ultimate,
lijs. pernq.
in. of Section.
8800-88— (2)
r
9a)0-85-i- (4)
8000-82 -L , (S)
(
«
10400-30 -
10800-68-
(8)
(10)
Id lolld wrougbt iron columns.. . .SjOOO- 80 ■
83O0O-2T7
(11)
0400-16 -I
6400-SS-'
laatlOlM (1 ) to (4) are to be used only between — = 40 and — := aOO
(5) ADd (6) "
(7) to llO) "
(XI) and (IS) "
= ao
= 40
= J0
= 200 H
= i.'Oo ^
= 800
I and — =
a
66
i( enlunin«, proyieriy made, of Hteel ranirlue in Bpeoimena from 68,000 to
' " ■■• ■'' ilioiild give a re8l»lniice ih to 3H percent In ei-
i»>luinn8 with ihe aaine value of i -•- r, provided
111.
f a plate in a coniprrHaion tnember should not
iiBVfTRe dixtnnce between centre lines of rivWi
. ni.f-^ <j|- chuniieln, eff . sliaiilil not exceeil V> {\n\e% lih|
If tbia tridUi la exceeded, iougitudiiiul buckUitg ot
2G0
8TBEX0TH OF MATERIALS.
plnt« takes place, and Ihe column ceases lo fall as a whola
ilt'tuil.
TIk" »anip lest!) bIiow Ihat. Ihe tliiekness of the I<»k of nn
laltieiii^ is livfttMl should not be lf!« tlian 1/9 of Ihe lt;iigtlt(
side If t)ie t'olmnti is piirelj- atnl wholly a coaipresKiun iiiKmber.^
liiuii uin>' W pasfw-'il somewhat io stiff lies and compregKioli l
Hi^n^d t<» eariy tmiiKVfrm* loads.
Tlie uauel pojntK of latiiciiiK should not te isepaialrd hy a crvab
ihan CO liiiieH the thickiicHK of the an^le lee to nhioh the IntilciDg
if thf (.Mjumn i* «liolly a coiuprei^ion irember.
Tin? ri>et plteli should never exceed IC lime* the tlilokness of ti
ijietal [lierced liy Ihe rivet, and if Ihe plates are very lliick II *ht
nearly injiinl that ralue.
Blerrlnian's Rational Vormnla Tor Colunii
«uly 1>, ISM).
1-
■, + JLC JL- • • •
B = unit-load on the column = total load P+ una of cp_.
C = maxiniuin compiessive unil-ylress on the eoDoafe side of I
( = length of the coliimn; c = least radius of gyration of the en)
E= coefflcietit of eln.-^ticity of the inaterinl; n = I for both en
n = 4/9 for one eud round and one fixed: n = J^ for both ends fl
formula in for use with sirainsi wilhiii Ihe elojitic limit only; !
hold Rood w hen tlie Ktralii C excet-<Jii the elastic lliuil.
Prof. MeiHiiiaii lultei! Ihe mean value of £for tinilier
iron = l.MWO.OOO. for wroiiBht-iron = SS.OOO.OOO. and f. ■
and «» = 10 as a ulose enough iipjiroxiniaiinn. With tin
putes (be following talilH« from forutula (1):
STRENGTH OF MATERIALS.
computing C by formula (1). If tlie agreeoieul between Uie 1
computed values In uot sufflcieutly close, new tUmeiisions tn(
And Ibe cnmpucation be repeated. 1}>- Ihe use of the above ta
frill be shorteDed.
The forraula (Ii may be put tn anotlitr form wblcb in I'orael
breviate lli« uunierical work. For L! substitute its value Pa
Ar* write /, the least moment of inertia of the cross-sectluii ;
, P , iiPP
^- C*"' = ISB
in which / and i»«re to be determined.
For Hiaruple. let it be required to find the siJieof a sqtiare Oftt
with filed enda when loaded with S4.000 lbs. and 16 fi
inaximiiin compressive stress C sliall be 1000 lbs. per ~
1 = 34,000, C = 1000, »i = V), «» = 10, E = l.SOO,000, J = ii. . -, =^.
cornea
/ - 24r« = 14.75.
Now let X be the side of the square; then
X* X*
- and r« = jj.
go that the equation reduces to i< - S!4j;> = 177, from wlklcbi
89.98 «j. in., and the side x = 5.47 in. Thus the unit-load .
lbs. per square inch.
WORKING STRAINS ALLOHrED IH
BIEinBKBS.
Theodore Cooper (cives the follou ju^ in liis Bridge Specific
Compression members shall be so proportioued that the
shall ill no case cause a greater strain than tliat deteniilned bjr I
(ng formula :
8000
P= t: — for square-end compt«saloD members ;
/ =
40,l)00i«
80iX>
for compression members with one pin audi
for compr««slon members with pln-l
ao.oooi^
(Theai' values mtvy be Increasetl in bridges over 140 ft. spMl.1
Specltlcntions.i j
i» = ilie uUuwed conipresulon per square Ineli of ctviss-Mielia
t = tin- leDKlh of coinjiresHioh mriiiln'r. in Incht-K;
r = Ihe leavt radius of (ryiailoii of the fcHcilnu iu luolies.
No compression membei-, however, fhftll have a length ei
its leaxt wiiJib.
The Plia'uix Bridge Company pive the followlnir :
The Kiraiest workint' stresnes in wroutlit-irixi rompreisalo
spans 150 feet in length and under slinll be ilie fotlowing:
Pbceniz coluiuo Ps
Flat EikIs.
8400
» +
ijUtioed or common column Pa-
M).OUOr<
8000
1 +
4O,«0O?«
I
p - wna - »
p =
r = :
tm\
B STKAINS AIXOWED IS BRIDGE MEMBERS. 263
Wt tthall be proportione<1 by the flat end formula.
eTwe«ii (lat-«nd aud iiin-uDd resulis sluUI Iw used for one pin end
»-nd.
id transverse stmts Hlmil be designed by t^kinj^ working stresses
e mad foiir teulhs riioiw pven hy the precwllng fonnuUe.
ftress«s alloMred In Bridge TensloD members.
(Theodore Cooper's SpeciUcadong.)
Ibe structure eball be so propanioned that the maxEnmm
In no cas« cause a greater tension ttiati tlie followiug (except in
tOing ISO feet) :
Pounds per
sq. in.
r«I bracing ]5,0OO
I rolled beamii, used as cros.^ floor-beams and strtn^rs. V.OOO
lom irbords aud main dlURoiiuls (forced eye-barsj 10,000
.Olii cbordn aud main diagonals (plateM or sha[Mes), net
tjoii 8,000
ater rods iUi<: lontt verticabt (forged eye-bar») 8,000
nter and lone verticals (plates or shapesl, net section.. i.fHIO
•■om flange of riveted cross-eirders. net Bectioii 8,000
:<iiii flaa^e of riveted loogitudinal plate girders over
t. lone, net section 8,000
torn tlatigre of riveted loogitudinol plate g^irders under
I Khik, net section 7,000
r beam haiiK«rs, and other similar members liable to
iden loading (bar iron vrilh forgeul ends) 6,000
r beam tkaugers, and otljer similar members liable to
Idea loadiiit; ( plates or e hapes), net i^ec 1 1 on 6,000
i subject to alternate strains of tension and compression shall l*>e
ed tn rejdrt each kind of strain. Both of llie strains shall, how-
usidered ax increased by au amount equal to 8/10 of the l<»jst of
rains, for delemiininR the sectional area by tlie above Bllowed
tnlz Hridfce Company specify : The greatest working stresses in
it-iroD tensile members of railway spans 150 feet in ieugtii aud
U be as follows:
Pounds per
aq. in.
Iter web metnben 8,000
iTenicala 8,UCX)
n-web ajid lower-chord members (eye-bars) 10,000
tensipn Ipops , ,,,.. 7,000
tension plates (net section) T.OilO
lioD members of lateral and transverse bracing 16,000
Iter rods oDd long verticals of lattice gilders (net sec-
7.000
and main tension members o ' lattice girders
8.(I0()
„-t: of plate girders (net section)...... 8.000
#.iu lUiiKe of rolled beams ... K.OOO
le-iroci lateral ties (net section) 12,000
OTcr IfiO feet in lenj^th. the greatest worVing tensile stresses per
II of wrought Iron, lower-cliurd an<I end maiu-web eye-tiars, shall
!■ V mar. total stress/
Alls qtiantlty exceeds 10,000,
Worklne Strease* for Steel.
tt^mt allowed working srreKses for steel leosioa meinbera, toi
"'* — "^ieagtb ajuiJt^ aliall be as tollowB :
1
r
ft
264 STREirOTH OF MATERIALS.
In rnuntf-r web members ..,.., )fl
Id long vei'licBls . 14
Im nil iiiniii-wt?b and lower-chord eye-burs It
In pliile lianjctM-R (net »**ctiun) t
III ttMMi-iii uirinbei^ of laieral ami tranHvefae bracing It
In sleelniik'le lutf ml ties (net Bfction) iii
For si>an» over VNX) fcut In leiigtii ilie ffieaiest allowed worklHKj
per square inch, Id lower-chord and end mat u- web eye-bare, stiall I
.r, -w,/./^, . ni'"' total Btrees \
10,0001 1 H — i )
V. max. total stress >'
I
I
max. total stress''
whenever lliia quanllt.v oxci'eds 13,200.
The pri'iitt^Ht ullowalile stress hi the main-web eye-bars Br«f
or 8iiL-h >paiis shall \^e taken at IS.-JOO poand.4 per r-quare liich H
f'>r the liiii-niiediate eye-bars tboU be founil by direct luterpolalloD )
the iiret'ftlinK values.
The k'reateiit allowable working slre^ges in steel plate and latl
and rolled beams shall bo taken as follows :
Upper flange of plate girders (^ross section) ,.,
Lower fliuiKP of rilote girdi'i-K (net Keel ion) ,
In L'OHiiiierAaiKl Iuhk veiilcals of latiicr Kirdem (net sectloii>J
III liwer i-liiirda and main diagonals of lattice girders (nfl
8«<;li"n) ,
In bciltiiMi Hnnges of rolled beams
In top flnn^ci iif r<dled beams
RESISTANCE OF HOI.I^CW CYLITWKBfl
rOtiLAPSK!.
Fairbaim's empirical formala (P/tiX Traiu. 1888) Is
fl.X
p = 9,075.000^^
where p = presrare In Iba. per i:<)uare inch, I = tbickncM of i
diameter, and I = lenglli, all in incites ; or.
p = 806,600 ^, If i ta la feat.
Be reoonunendB the simpler formula
D = B,675,(HW !^
Id
as siilHcientlv accurate for practical piirpnses, for tubes of
diameter ann leni^lh.
The iliinnetei-n of i^airbalrn's experimenfa' lubes were 4". 9". ft". tO
^Ti". and their leDKihs, between (lie coat-Iron ends, rung«5d bir'twtva )
,ii>l l».l inches.
Him furraiiln (3) has l>een generally accepted OS ITie basia
laKi-ertaiiiiii); the slrenvlh of lioller flues In M>iiie cases, buwpr
[llxed to it.i application by a supiileiiienlary rorniula.
I l.l<>\'d°K ReKi-iier contains the following formula for the Mren|
Ibuller-fliieti, viz.,
„ 89.000<>
'^^-Id-
The EiiEllph Board "f Ttide prescribes the followlns formula]
IHneH, when il>e longitudinal Joints are tt elded, or mode witll i
traps, viz.,
no.ww
^""i/.-f i)<i
i|or Inferior woTVmiu\rt\\pth» TouneriMl I
E OF HOLLOW CyLINDERS TO COLLAPSE. ^265
yd'B R«;gris«;r. as w«U as thoee of the Board of Trade, pr«>-
iD no c«.«e tbe value ot P inuKt exceed ibe amouat t;lven
equation, viz.,
P=^ (6.
(5>. (6) P Is the hl^best working pressure la pouriilD p«T
id d are tlie thickness and dimueter In tnclies, L is llie
t 111 feet nuMisiireJ tjetween tlie Htrt-nKtlif i)ilig rings, in ett»e
ucli. Fui-mula i4) is llif. same an furiiiiila i3). wlOi a facitir
] roriiiiila i5i I he length L in iiicr»a:jril b}' I ; tlie iiifiueniM
U>a has on the value of P is, of course, greater for short
nir otif ft.
Hlucerl froiii Kalrbairo's experiments the following fortiiula
[ slreugtb ef tliies :
"-m ">
have the same ineaiilng as in formula ( I), L is tlie l>>ii(;ih l-i
) tensile strrnictli oT the metal in )ioiinils \xv hqiiar<^ inrli.
I T the value 54),Oix), aiid express the leni;lli of the Uue in
(.7) assiimeB the folluwiog form, viz.,
p = eM,aoo -^. f8)
ira a factor of safety of 4 Bufflcieiil is applyioe hla formula.
Ballse on Steam EiiKlneeiiriB," by J. W . Nystrom. p. U»;,i
[4), and (8; have thf ooiuuion defect that tJiey make ibe
lire dourease iodetlniti'ly witli inoieaxe of Ifiigth. iinil virf
ha.4 deduced fruiii Fuirliaira's experiniuiiiK an eqiiutJoii of
wbi«h, reduced to Knglisb meaKures, is as follown, vu..
.5,858,180 ^ + 41,900 3+ 5823^,
(d d a
(9)
ttUon is the same ax in formula (1>.
C In his " ManijuJ of Rules," eti-,, p 696, giv** the dimeneioDs ot
rd from the reports of the Maiichest-er Sleiiiii-lifwrs Assncia-
Ihii'h L-uilapsfJ Willie in acliiiil use in boilers. TlieM> Hues
. tlO inches ill (iiauieter. aud from :i-16 to^ incliiii ihli;kiie'<«.
lof rln^ of pliiti->s riveied tosfeiher, with niit> or two loiii;itud-
|ah of them iinforliBed by Intermediate flanges or strenKth-
; tliecullapsInK pressures the flues I'xperiiiiceil compressions
\,tS to iAl touK, or a mean compression oT IS.! tons per »]uai'e
From thedfl data CUrk deiiuced the (oliovilDg formula
redatlnK force of common boilei -flues," viz.,
p=.("f?--).
.00)
V pressure In pounds per square inch, and if and (
luess ejijirossed in inclii's.
.•itiyiind'i Mai/iitim; March. 1881. discussing I' e
wiii,.. ,. , allows that expeiimenlal divia ai" "s yet insofll-
fae value of any of the formiilee He sa.vs that Nyslmm's
ICloser a^rruement of the culculaled with tlie actual eol-
I ezperiiuents on Ques ot every desoiiption than ooy o(
IK Preoaure of Plain Iron Tabea or Flnea.
(Clark, S. E., vol. i. p. M3.)
■•■"■••••<»• of pUinriveti'd flues Is directly as i lie njiiare of
ind inver.»*ely as the square of the diameter. Tbe
the flue does not piaclic/il/y extend over n leiitcttv
..,. ;.. (C/i or three liiaen the diameter. The Cnllapn)
oav is therefore pructlcaltf iudepeuileill ot tUe leiiB
266 8TBEN0TU OF MATERIALS.
1
HDcb pivl
italyd|
>
Instances of collflpiied flues of Cornish and LancoEbire boiler* i
Clark, sboweil that tht> miMuuct* to c^lUiiise ot /lu**s «t >H|-ti>cb p
AH tevl \ung. liiul ^ to 5U Iiil-Iik* diammer, varied as (lie i 75 powvl
diameter. Thiu,
fordianiiftors of SO 35 40 45 50 Incbes,
Ulecollap^i>l|; |ire8»urea were T6 68 4i 87 30 lUaper^
(or 7-lU-iii< b plales the collapaiog
preMureK wctv 60 4U 42 *• "
For collapsing pressures of plain iron flue-tubes of Corn]
shire steam- boUeni, Clarli gives:
_ aM.0OO<«
P = collapsing pressure. Id pounds per square inch;
( = tliickoejts of the platrs of the fuinace lube, tii lochea.
d = luit-rual diameter of t-he furnace (ulje, in iiiobed.
For fhort |piigi.h9 llie longitudinal tensile reslsinnce may be elT«<
auKnietiiing the resistance to O'lllnpse Flues eflk'ieiitly fortified bj"
joints or lioopK nt intervBls of 8 feet mnj be enabled to re«ist ft**
to tJO lbs. or 7u lb». pressiite per squnre inch mure iliBii plain (ubilkl
lug 10 the lUiclineKS of llie iiiules 1
Strength of Small Tubes.— The collapEin^ resl-iiuice ol
drawn tunes of small d Kiiieter, auu from .134 imh lo .If"
Dub been lested experimeiitally liy Messrs J. Ku.'^sell 4 "
lor wroKR^ht-lron tubes varied from 14.38 to SW.OT Iodh j.-. ,;
lion of the meiiiL averaKinie 18.30 tons, as against IT.&T to ^i.xa u>w, <
iuK^^i.'ia tons, for the biirslinif pre*.'«ure.
(For strenKth of Seiruiemol (.'i ow ri» of Furnaces and Cj linden M
a E., vol. I. p[i (H9-I151 iiml pp. (W7. 6-JH I
Fomiala for Corrugated Pnmaces (Eng'g. July H 1
tOjii.— As tlie lesiili uf a MTie» of experiments on the retislaocrUa
of Fox's corrugated furnaces, the Board of Tra<le and Uoyd'l B
altered their fnruiulte for these furnaces in ItiSI as (oUows:
Board of Trade formula, is altered from
I8.aooxr^^^^ii,owxr_^
T= thiclniess In inches;
D = mean diameter of furnace;
WP = worlcine pressure in pounds per square latib.
Lloyd's formula is altered from
iooox(r.)^„.^^ii!34>^(r.) ^ ^
T = thickness in sixteenths of an inch;
/)= greatest '.liaiueter of furnace:
WP = worlting pressure in ponntlH per square inch.
TBANSVBHSE STRENGTH.
In transverse tests the NtreoKth of bars nf rectangular i
vary directly as the breadth of the specimen tested, as the I
depth, and inversely as its Irnelh. The deflection under any t
the ciil>>> of tile It'ii^-tb. and inversely as the breadth and as tk
depth. Kepreseiiie<l iii^'braicallv, if .S' = the Strength and Di
I tiie length, b the breadth, and d the depth,
B varies as -j- and D vanes aa t-=-
**>« purpose of rednclni; the strength Of pteoM of '
V sfAOdnrd. Ihe term niudulut u/ \-upturt (rep ~
r
■HKlbe enc
Wfbe foUow)
TRANSVEB6E STHBXGTH.
367^
ends and loaded lo tbe middle and BubBtltuting aumeriual
foUowiag formula :
D f> = the breaking load in pounds, 2 = the length in laches, b the
1, and d tbe depth.
icn1u<iui of I'liji/urr i» som(>.tiiii<>R di'flned as the strain at thf lustaut
iTr Upon a iiuii of the ^eL'lio^ which is in»st remote (rom the neutral
the side wlilfh first ruptures. This definition, however. Is baaud
iU.?«ry wlileh is vet in dispute ajnonu authorities, and it is l>etter to
II as a numerical value, or esperiuiental constant, found liy the ap-
.n of the frirraulft al)OTe givun.
, th<- aHnve formula, nialiini; t 12 inches, and ft and d eacli 1 inch,
" ' - -^ ■- rnodulus of rupture is 18 times the toad required to breulc
. ire, supported at two points one fool apart, the load being
..iJdle.
span in feet X load at middle in lbs.
leieut of traiwrerw strength = breadth hi inches X (depth in lnch.>s>>.'
=— th of the modulus of rupture.
13
ndameiiUil Formalae for Flexure of Beams (Merriman);
■ iT = vertical sltear;
ni-nt = tieiidinK' tnoment;
■ »tre8.«es = sum of cunipresslTe strettses;
t<iii'K oli'.-ar = al(;ebr«ic .Hum of all the vertlcjil components of the In-
DtfeMes at any section of the l>eam.
f tbe area of the >ectlon and .s', the shearing unit stress, then resist-
r= AKa; and if the vertical tiliear = f, then V = ASt.
• I nltfur 18 tlie ali;ebriiiu sum of all the external vertical forces
I of the section qon^idei ed. It is equal to the reaction of one aup-
. ere«l «»a force acting upwaiil. iniinis iIip sum (if all the vertical
iforeejiaelini; Ijetween the siipiHirl pcd the jectiot). .'
'ttiug moment = alKt'bniic Hum of all the iiumienis of the inter;
ptal stresses at any section with refeience to a point In that
, in which .S = the horizontal unit stress, tensile or coinpressivitf;
'i[ton the Iltire mo^t reinnte from the neutral axis, c
hor*' from that (Ihre to said axis, and / = the moment
|Bo( .-I'tlim iviih reference til that axis.
^htntii.m iiuiment M is the alKBliiaic sum of the moment of the ex-
lHb<*e» on one side of the section with reference to a point in thai sec-
■ ■toment of the reaction of one support minus sum of moments of
tetweeo tbe auppori and the section considered.
I
■° II
i,=«/.
anoB
the
t)i|H
ti-ar^
» bending moment i» a oompouod qiiautlty = prtxliict of a force by 1
nee of He point of application from the section consiilered, thedlstaiic
t measured on a line drawn from the section perpendicular to the
tioo of the Bctlnn of the force.
ivc»niiuif the above furinula. Prof Merriman, Eiiff. A>"'», July 21. 18ft
■ Tile foruuda just quoted Is true when the unit-stress S on the pun ■
Ipam fartliest from the neutral axis Is within the elaoUc limit of th
It is not true ivheu Diis limit is exceeded, lieoausp then tlieneutri
i not pass throUL'h the centre of Rravity of the cross-sect lun, and
" II tl>e different longiludinal stresses are nnt prnportlonnl to their
Tmi that axis, these two requirements being itivoU'ed In the da
tbe formula. But in all eases of ilesli;n the perinLsslble nnlf
mid iif.i oxoe"'! the elastic limit, and lience the formula app"
'Lu the ultimate sirenelh of the innterlal or i
lins rupture. Indeed fo Rreat rellnnee js
|ir«ciice of lestiiiR beams by rupture
oii'-il, and tbe a)liiKable unit-stresses are P
teniniki d/'t/ oo/BprestIre tests,
368
m
9
8
a
«
h
M
K
e
«
H
H
h
C
S
5
Kte
tt
H
►
S
a
H
JE
»
0
STRENGTH OF MATERIALS.
3|«^|o5)»5|»S|„5|og|o5|«5|o g.
e .
o s
|S
Jo
H
0
n
II II
II 11 D
a: S c S ^T« e: E *, t" c
4. -1=0 « LID "IS 1^ 1^
r-IC4 " '* -H CO
Oh
•1 1^
"i^ «-i«<>
!. a.
'IS? + "IS
fe ?= "- ■%
-ia=r
II II II II
" 10 c* rm
A II II
a* fe fli
+
ft,
II
ir
■»ll»
n
I
1
f 1
I I
/ 11
5
S
■3
s 2 g
I la
■2 °
15
^ »
o 5
«3
•C 'Si'-
i ^1
i3
tlHATE SAFE LOADS IN LBS. ON STKEf, BKAMS. 269
nlff> f"r' Trmnrnwerme »tT*ngttk or Bekma.—Rararrlug to
•I • ■
id
laX :■;... ii>ut«d aDlformly;
uirth. I) = urw»(i«li. (I = depth, In Indies;
otiulus of c'litMticity;
odulus of niptdre, or itresi per sqiisn; inch of i^lr<<in<> nbrnj
onivnt of liuM'tln ;
■taoce between iieatra] azix and extreme flhrv,
" -id of cirtMtlar stxMlcm, rpjilaop W liy 0.."(V/'.
•lit Ir.Mi th- vnliif of K i» choiit "o.niKi, f.,r stcfl ftJwiut 1»,000,
.' carfKiii apparciiily having no influtuou. (Tliuistoii, Iron
<li IrOD thp TRliiPof R vnririt Rwally necordlng In qnallry. Tbiir!;(on
.7-11' iviid 67.980 in No. » and No. 4 ctin Iron, respt'ciircly.
«m« nxfvt Al hfitli ends itnd loadwJ In th«''riitd<Ilc, UriIow. Ity • xpcri-
und ihw iiinxiiniiiii <iii>meiit of stress:^ l/SPl lnsli>ail nf %(t. Ilin
Tfii bv thfory. Prctf. W(xifl (Resist. Slatis, |* I.Voshj-* nf iij*.cm*.*»:
irn (if tcio complex a clinrtti.'ier to admit of a itiornnifli nml
M il it i< urububly i-ater (u accept ibe results of Mr. UiiHuw
■ ■ depeuil upon ini'oretlcal resuUs.
tOXUn.i'TK f;HKATi:ST SAPB LOADS IN L.BS. ON
HTKI^L BE.tn«t. (IVneoyd Iron Woikhj
no flbre Bi ruins nf ifl.fiOO lli«. for slefll. (For iron tbc I'Wilu silmuld be
h lew. oorrt?»n'>Ddln^» to a flbre strain Of 11.000 Ihs. )ier Kijiinie lindi).
»iiph In fi*("t m-lweefi .•"ttpjiOrtH; a = inl<-ilor area In square
ectioiijil area of beam lu square liiflien:
lui-'iif*; if = inierlxr deplli In Inches,
lepth nf beam In inches w :^ working loml In net. tuns.
Of
Greatest Safe Load In Pounds
l>eflecllon
In InchMi.
IxMkdin
MMdIe
LMd
Di.itriboted.
Load In
Middle.
Load
Diotrlbiiled.
Dtrl-
9WAl>
L
■ L
Had*
lecl-
VfHAV-nd\
L
L
Tl-L"
wt*
•AHArf-aAf>\
ra{AU*-ait*)
'Un
'iffsAh
L
HWAD
L
uh»
ti-L*
SiA If
3XAir'
TtiiAP-itih
\WKAD~wh
vU
i/.L»
ler.
>l4(AD*~n<n)
»(^D*-ad»)
Sited
or
WO AD
L
I8W/1B
L '
tiAO>
wL'
lor
m
I600JD
L
3-.'llOJZ1
L
58 /lO'
1
1».VI.4D
L
^mOAD
MA !'■>
1
I'fOAO
L
1 -r-
^AO'
•j8<4 0«
v*
k
/
" J
;// /
IV
V
270
BTBEXOTH OF MATERIALS.
in canVi
The above fonnula! for the streDgth and MiSaen of rolled
rious sections are intended for coDTenient appiicatloii
strict aocumc}' is not rrqnired.
The rules for rectau^fulor and circular aectiaiia are correct, irhUe ttn
the SnDgpd sections are approximate, and limited in thrlr appiicailoaj
Rtantlard fhupes as ^veii in the Pencoyd tabled. Wbeii the section I
beam is increased attove the standard minimum dimeneioos, Oieflamj
mainingr unaltered, and the web alone being tliii.keued, the tendeAcj i
for the load as found by the rules to be in excess of the actual : mt i
the limits thnt it is possible to vary any section in th« roUing, ikd
wilt apply u itliuut any seriouB inaccuracy. J
The calculated safe loads will be approximately one half of kafl
would injure the elasticity of the materials. J
The rules for deflection apply to any load below the elastic Bni)t,d
than double the greatest sate load by the rules. |
If the beams are long without lateral support, reduce the loads f'
ratios of width to span as fuUows :
I
Length of Ream.
SO times Oange width.
80
40 •' "
80 •* " "
60 " " "
70 "
These rules apply to beams supported at each end. For beai
otherwise, alter the coefficients of the table as described below,
the respective columns indlcatwl by uunilwr.
Gbangea of CoeflBcienta for SpeelaJ Form* ofl
Proportion of r^catated 1
forming Qrealaa Safejj
Whole calculated 14
9-10
8-10
• 7-10
6-10 "
5-10
Kind of Beam,
Fixed at one end, loaded
at the other.
Fixed at ouo end, load
Bvenly distributed.
Both ends Hitidly fixed,
or a conliinioui' beam,
with o load in middle.
ft
Both ends rieidlr Axed,
or a conilniious )>«am,
with loiul evenly dis-
tributed.
Coefficient for Safe
Load.
One fourth of the coeffl-
clent, col. U.
One sixteenth of Ik
efflcieni of coLIi
One fourth of the coeflB-
cienl of col. III.
Twice the coefBcient of
cul. U.
One and one-half times
the coeCBcient of ool.
lU.
Coefficient f0r I
liOii.
Fire forty-eijrhthi^
cuefhcient of efL
Four times the i
cient of coL 1
FiTe times I
of col, V.
GI.A8TIC BESILIBNCE.
In a rectanirular beam tested by ti-atisverse atreai, sup
and loaded In the middle,
A-' ^ -
" ~ 4 KMf '
fai which. If F Is the toad In ponndc at the elastic limit. R a I
tnin*ver«« aireiifctti. • r •' • ■'■:• i-xtn-nie flhre. at the i
/:= m»litliiaof elaali /. ^. Ai'd rf r= leneth. I
dayth In iiKkn> Bnb^ ^ it.* value in U;. wal
NtPOBM STREKOTH THROUGHOUT LENGTH. 271
llrnc« = balf the product o( the load and deflection = ^P^,
fesUience per cubic iiicb
- ' f^
~itbci'
he values of P and A, this reduces to elastic resilience per
I R*
- -j;, which is inrteptsDdent of the dlinenslons; and Ihrrcfora
lience per cubic inch for troiisv«rse Rtrain may be used as a
38iD^ one valuable qu&liiy of a material.
leuBion:
lile stress In pounds per square inch at the elastic limit;
Oration per unit of l^-riElh at the elusiic limit :
Julus of elasticity = P -t- e; whence * = P + E.
I P'
^resilience per cubic inch = J^/V = - — .
DP VNIFOBin STRENGTH THROTJGHOFT
THEIB LKKCTU.
Is Silipjioseii iu all rnses in be rectangular ibrou^buut. The
iu plan aie of uiiifurni ilt-pth thr<>uKli"tit. Those shown in
>f iiniforiii breaiilli ilironKlmut.
B = breadth of biuni. D = depth of beam.
- Ftxvd at one end. londi'd at the other:
currr pnratiitln, vertex at loaded end; BD"
profmrtionHl fo diKlance frtiiii loaded end.
Thr be.sui may lie reversed, so that Die up-
per fd ffn is parabolic, or both edges may be
parubolic.
Fixed at one end, loaded at the other;
triangle, apex at loaded end; Biy* propor-
tinniil to the distance from the loaded end.
Fixed at one end; load distributed; tri-
angle. a|iex at unsupported end; BTf pro-
portional to square of distauce from unsup-
ported end.
Fixed at one end; Uiad distributed; currea
two parabolas, vertices Couching each other
at unsuppiried end; HD* proportional to
distance from unKit;i[>orled end.
Supported at both ends: load at any one
point; two (larubolus, vertices at the points
ot 8Up|>ort, bases at point loaded; bV pro-
{tortioual ti> distance from nearest, point of
support. The upper e<lBe or both edf^>B
may also be parabolic.
Rupi)otted at Ijoth ends; load at any one
poini ; two triangles, apices at polnlji of sup-
port, l>a.ses at point loaded; BVf propor-
tional to distance from the nearest point of
support.
Supported at both ends; load distributed;
curves twopariii)Olfls, Venires at tile middle
of the beam; bases centre line of beam; HI)* I
proportional to product of distances from |
points of support.
Sui>porlfi«l at both ends; load distributed
curve semi-ellipse; fi/)' proportlona'
proihicr ot (be ijistanceis from tb
eupport.
STRKNOTH OF MATERIALS.
1
PaOPIiRXIlJS OK UOLIiEO NTnCCTrBAL
Explauatloii of Tabl«N <>r the Prop^rtU-a «r
I JBeaniN, CbaanrlH, auti Z Bara.
The Ijiljles uf I biMuns lire (.•aloiilnt.cd fur clip inininiuni wei^rht
I'airh pnitcrn ran Iwrolli-d. Tlie Jahles nt I'liuniiels nre (-alcuLili
iiiiiilinuni and iruixinuiin weli;hf,-< nf the viirlotis RlinppH. «l)IIfl tlie p
of Z bars aif ^hfu for Ihiclintsm-s ilifforiup liy 1/1*1 int-li.
Cnlii'iins II and 13, tii llie liiLlt's fMi-1 IjeniiiRaiiil cliaiinelit, Rivec
by ibR help nt which t)ie saFt< iitiifornilytlistrlhiitnil Inarl mny iviiil
termlufd. Tti do this, dividoihe L'Oe(Boi«>nc «riveti by the ftjinii (if
between sujijc'i'lK In feet. If tbe weiBbt of the sevlli'ii In iiiteiiiK
tw«eu ibe miiiiinuui mid maximum wuighu: Kit'eii. add to the c
for the riitniiiiuiii welj^ht the value given in ciijiiinn» Vi vr 14|forn
iiK-reose of welghtt, miiltl|ilJeU by the number of pounds llm i
heAvier than tbuniiniiimrn.
If a section ia in be s^leuteil (aa will iieuiUly be the <?iise) Inl
cjirry a certfliii load, for a ieiiRtb of spun already delerniimxl on,
the coefHeieiit. which lliis Uuid hiuI span will require, ami I'eferj
for a siction liuviiijr R cnefflcieiir of tiilf value, The cn-fficjenf
by ]niilli|>l3hiK thu luad, hi pouudti unifunnly iliHtrlbulcd, f
Jelij^tll in feel .
In case the load Is not (inlformly dlalrlhuted, but U concontiM
middle of the upan. muUipIv the load by 8 and tlieti coiiKldAr |
formly distributed. The deiWctiim will be S/10 of the duflt^tf "^
latter load.
For niher oaBesof loading obtain th« beikdin^inomeDt in roo£|
multiplied by 8 will (five the coefflcleiit required.
If the loads ai« quieseent, tlie coefdclenln for a fibre Rtraio of
per square ineli fur steel and 13,000 Ihs. for iron iiiny lie una
tnovlng loadg are to lie provided for. the oielBclent.x for r2,.V)0 a
lbs., respectively, should bo taken. InasniUL'b as the effects of iin
be very consbjerahle (the HtrniiiH piTxInceil in au unyiel<liQ|r<
innt«rlal by a load gudileuly applied being double ihose produ(?t
Name load in a quiescent Mate), it will sometiiiieji be ndviMibk) H
niimller fibre strains ihan thoiie given in Ibe tAbiea. In such cM
e(Ileii-ntJ< cau readily be det^-rmiued by pioportion. Thus, fori ~
of 8(1<W llw. per nuiiaie Inch llie cn<'illrleni will equal the i "
10>X> lbs. nine strain, from the table, iniiltipliod by 8/10.
The moiut'iitM of resistance piven in Coliiiiin 9 are Uscul to il^
lilire Hlrniii |>er square Incli in n beam, or other shape, subjecti
or iroiMverse Btraiiis, by dividing the «ame into the oendl
exmevEiei] in ineli-poundii.
For Carnegie Z bars, complete lableH of nionie-nl» of lnerila,jj
resl8t«nee. r.idil of iryraiiou, and va.iiets of llie iv>efllcienl» iC) r
thieUli'-.s-efl varyinif by l/lH inch. Tlio-H' corlfli-lent.s may lie'
explained almve. for cases where (be Zbms are siil>jectiil to li
luadiui;, as, for exaiitple. in the case of rotif-purlins.
l-^r more complete and detailed infoi-mntiouconcemlni.' >ii iiotun
consult I be pocket-boolcs and ciruulan> la^ued by U>e iiuuitr
I A more correct term for what is called " moment of i'
utiil also in the tallies on pages '.'74-£i7, is " moment of n»l-"
Johnboii, Kni;'r; .Veto, Feb. «, 1880. Beuleaux calls it "sc
or section (actor.]
I on,
erJA
I
itisd
CtJM
JPEKTIES OF UOLJ-ED BTKUC'XURAL SHAffiB, 81
■sn-gow.rt W'Tt-*-;«^ s»?«*«ic ^'."•^
l-I'^occuo ic-'rococw cJci-^«^»^ •-i.i^P^
"s I S — S s
5JI
it-naoaas c«|'7'-<OC-t (COica«-itD tacco^
^* 9= S <^ ^ e OD t^ tt *o *» W c9 OQ » ei ci Of
t-oi-*^ X ^ w^ axil* to le^vn so eioi?*
£ a
I e'M'3 » an « 9ie la i-^ «r«t»o^ W «>5«bso
I S -*T-cr "• ■— — ■ 1
1 1 ! I^i^! 8 Mod
. II
vrjricat'- ciQGcdcc'OC k^k'^cDOieQ ccrro
C-) «a "T «-
at ^ « 1-^
t^ tt e A ^ ^ V cc n 90 «o 04 C4 9« 94
7* t-)^73ttO> ^0«a9»Ch «)«9<-^9;
00 <i ■? r- eo
Si
SJS
_^L
?i
oi oc I- o « ic Ma ■«■■*• «o PS «' w It
• - 39 ^ *- •l^* W ci O Ot
t-tO<f5C#iO ■3C^O»^i?5 Sr-St-S-W Of*»BC
^ lA e p 09 S OR «>' lO 03 c« <™ O ^ 'JO OCj t- t« )C
SJ
•£7>t-t-oQ t**»'^eiao oMRt-|'9 tce-Ae*
8SSSSS 5Sfi?J8 Sl:^i|5 S = g£
SJ
Erg'is'g SSSSfi a^iS'ilS S22S
Si
•cote I- * •« «»« » o oie>«i- a ci-vw
274
STRENGTH OP MATEIIIALS
iiriMariijiiiiiow
uiBagjo'iAl
I aaoQ 01 ppv
joj pasa
I jsd Bill (XK'ri
& ~
I U) ^^ilt.)JOll[ '(||
I -jjaof) 01 ppv
I J'H i>*'n
I •||D(ll *DS Jjd
^*^\ oott'ai JO
I JO tu^ptuatO
I aj'jjrfq 9SSIXV
|-Jpjo>.iiip^H
•HJUJiltl SB
O) Jn|n3(puj<]
-ja.I 8] XV \^BJ^
-nSK •w|)ji<ui
JO qiiacuo^s
"^U»P.\l JO
ipvA JOJ qSjVy
JO BSim513|l|J,
JO 7f8««l3ar
;!;S$^^SSSoSS&S5S^S£lgi:t^SSS
' r-t' .-^ -^ r-i r^' •-•*-.' <p^ ^' ^ o *-• o* <r^ c o c o e o' c» o a
5S * « ffi ■* o o « a^ » *? — iS « « « T e» c* 35 3* sii-<
I 8 § §
5 o ^ V
i I §
<D-oatDaGOID(Sa09?C
J" qiPIAl
?^ff»ca»o^-^wwwl-cJs? ©<*jt-w{oioi-*i-#*
ao5
3 3 g g
JO SS3T12IOITIX tHS_SSI^S5S§^cocbSw55c5?Mc55 »w«»8't
30 Vdjy ^^HWHt^-*w— «»^^^-*e'P'o^■* V«»«w*""
is i3SSST????S3'siS322g £22552'"*
n ca n pa n A a n A A n B n nn,^i;a.%%Sk% •>!
276
4
i
H
STRENGTH OF IIATERIALS.
u
m jvintiipiiaiUit,!
s|zv 'qsiil ■).iuiib!i
.idJ W|| (looT.l
JO U!»a;a Jjgiil Jt>ji
;il§§
iO %2 ^ [
•a
e
•dJIUrf.llw q»^^
m .IH|tl,1!I)Hrt(UdJ
sijtv ' 11.1111 o-ionba
J-"! s'll (Jixt'ill
JO UlOJIsj 9411!jI JISjI
fags
q»Av nil** i5app~
7^?^^7S3ibigio$?f?:S$9:
E »
35
Si"-
4''A\ 0}.IV|<in{piltKl
sixv [i-irws I
VIA. V."^ ineiJi.i I
-U|l)0 .<||4B.I0 JO
ajiuj.o i|Aicui||
8|)tv iTf.midti I
<?* 0* t* r* r* ffi ? J T-f sV -^ r^ r^ — r^ — " ■-
91 K le 7» ^ V ■« lo ID 9t M ■»! K n ce n «
'HAV*^> .iO[iin[imnd ^
-J.IJ .I'll.AU.IO JO ;
'8
ocas»-.-.ti*^ — k-e»« — (-i-jc o»o-
9\xy luniMcj
'^ aA 1- a ?l -9 -fy t't Ot qp «d S £ — I
A ^ « 7t -T e -a i-' s^ <^ i- a s 9
^H
<l^^ ojjuiiuiiiiuijd j
•J*J A"l|AW.10 JO I
'uofpas JO Baiy
*1*»»S 'looi J^tl ihSt^AI £
S«~ 3 fin's «'-"-=■ fi 3 ass
^*c s ^ t- X » ©5 ci n -* .tf I© «3 « »►-
* w o t- *♦ o e? o ip « fls -v w«t-e
'UOlIJ ')OOJ jad «ilS)ai^ ^
Wapt JO 883UJto.nu, 5
»;i3!5;^iss3si«^ii2«;i«
•93trei^ io inpiAv a
'^Mi^mhAfit
■qsAi JoTid^a 5 ^3? -:S -X -S -:2 -
AT
'Xi»pai uon»»S
PROPERTIES OF CABNEGIE Z BARS,
aitiiiOftjAj sjxv 'qnut
8J jnao IB t\3A\ «>1 -"Jin
-3iptiriijj^>^sixv 'i|:iut
JO unuqs «-"IU JOjI
•|«U<i3ii!(i sfxv
A)|Aii.io JO ejiu<>3
5 ^ (- a s I - c> « £ ^ £ =T ^ 7. 3i
t- 'X3 ic re e sc « « eo !a vi ^. It* ic ki K
o" o d b b c C) o c o r:; o b d c o
ssssasssfesss'-sss
01 jwinoiparHlJaj
X]|ABJ|) JU rt.HllrtJ
II
j(«t-\uJO JO o.vjujj
q3(ioj<|i Hixv Itujuaji
•9•\^v
<n jniiinipnoiljvtci
iq|A»40 JO itJiu^O
01 jvinaipri
X\liVJO JO 9J]llil(5
QU ^ ij ^ *Q i.'i »C ^ ^ T T» 21 ^^ — ^- ^^
•- 73 03 ^ ^ aC CB X) V t- 1-^ C( T< 7f n M
wj 7* cs ^ «a " t- ^ (fl ot Be := oL «c 4.-; 9S
*IIOIpog JO V9JV
«o o* e^ 40 ^ W <a ic « <k *^ iH ei «0 09 1
T«^g '100J JOd mSj^Ai S
r^ «-> 1-1 — t r» r-< W « 1--^.-*
-uoji ';oo2 jdd }^:^|^M. £
b-ccC'9»eciot«Iaobn<occc«*-cicD
'IV10H io ssdu^aiux £
■aSuviJ JO HJPtM, c:
■q»Ai J" Mldaa ri
X "35 -X -:« "
CTtOOTCOg5CP_:
'x^ptiX aofjmtS
■ aoattRmokaoc
378
STRENGTU OF MATKRtAtS.
TBEKTON IRON BEAAfS AND CHANNl
(New Jeney Stoel and Iron Oo.)
^^
... -J
0 =
ll
-a^
5 s
as
u_
^^
>
^
e eS •-
« c et
^ ffe
|£,
£ag
k .
a>
CO
u
^ 3
.c =
*F
^■^
i-i
tfS
05
?-2
S_c
i5
»
82
I Beams.
ClianneU.
I6W
15 3.18
l.)»),000
MO.O0O
748,000
&51,0OI>
460.000
511.000
377,000
875.000
81)8.000
8M,000
i85.000
280.000
taB,O0O
IBB.OOO
167.000
les.ooo
135.000
101. 0(«
17;;.(«»i
]3-J,000
76,S00
6:2.600
49,iin
88.700
36.H00I
ao,ioo
IH.IKIO
190
«i
ISO
4^
140
4
70
a
80
•z^
48
2-
TO
«1
80
45
•^ 4
88
^1
aa
8H
"^
!
m
3ij
"^
}«
"^
1I-I8
.as
H
5>t<
--I8
.»
.as
.so
i
Deck BeanuL
J^ 2^.8
Trenton Beams and Cbatiaela.
To flrirl wbicli bfani. Hiipporteil at both ends, will be lYqutrvd tl
with saMy 11 pivcfi Mnifonnly iJiptriiiiitt^l l(>a<1;
Mullt|>ly' iliel' ' ' "'! ■-■■■-^■■i In fe«^«jnl t«ketbeba
" (.\w(fit-l>-nl fi'i iind pice^^ls the iiumlier 1
Tbi" welsjlit c<f tl,- ii'.'Ui'l"'! in ilif lond
Til' ' ■' * ■ III iiii.-U'-s, I >r SIM.- -II ' ■ I ' ■ J ,■ " • , -
iiit' ' f UiB span iHl<t>n in feet
liik. . [or iron beamH. and by '
KXAMi'i.K — >^ iiicli bt'Ain will l)e requ. •. i 11 iiiiir.Tiiu'
Uli-rt Inad of 1* »oii» ( = '.'LfHW Ib.e.l on & >■■ ■ I !
SI.OOO X 15 = m\i'<on. ivbich is less tlui -at of the JV^
lb. Iron bvoiii The w^jirlii oF (be bi?aiii ii.>.-ii wuniij Iw8esib«., «
ilrii lo the loud and iiiuUiplied by the span, would BtUi gire a priN
tlinn llieroetncieiil; ibuH,
84,825 X 15 = 3«»,8ra.
Tbe ileflecUaa wUI b«
15X IS
JP0X14J4
= 0.S6 inch.
V earh lientn ckti he foond hf AlwlAlag
i
280
STItKNGTjr OF MATERIALS.
THKNTOI^ TKB BARS.
Dosicrnatlon of
B«r.
TnMe. Lej-.
3" K 8"
i" « B '
1" xl"
B" xSU"
8" x«"
«U"x3"
a" »iu"
IH'xI"
ApprojdiiiHte W'elpht. In pounds per^
I yard, for eaeb thfokDeBS iu ladies.
■ 18" 28 7 Hw.
>§"SI.I ••
18" H.7 ••
13 OB ••
B.4 "
6.8S "
4.87 "
3.80 "
5
.%-16'
5-83"
S-16"
b.i
S.8
."iS.O
17.8
nZK OF BEAns, AND THI^IR DISTANCE APABTi
Suitable lor Floor* havliiis: lioadw per square
Ibot from 100 iba. to 300 Iba.
(Nt'W Jeiwy Slt»el unci liou Cu.)
r
TORSIONAL STUEifGTH. 28
VliOOKING KIATEBIAl,.
re-proot flooring, the Hpaoe betwerii the Booi-bcain.i nia.r be icpanned
1 fc arclies, or wllli bolfow- brick iiiiidn eiipeclallj' for tliopui po!.*', ihe
■ ■li liK'i'er iJiiiii iirdliiurv brick.
- Jfcii of K"lld brick wetKb about TO 1I)S. per square fool
ucrcie If v>-llltij< inalcrial, niicl siibRiaiiMal Hnorn are lliu
r Kpiin of fti'ch, or luiicli grfUU^f span if ihe ski«w bucks at
ilpe oroh are iiia.le (l«-ept'i-, ihf iis«f I't thciircli btinupi-fifer-
1111 l/IO of Ihe spati. Hcilluiv liricic for Hocirx are usually iu
>ijti[ i^ of tlie span, Hna are iiKed up to, and even ^'Xceedin^, spans
ft. Tlie weight of the latter uiateritil will vary frniii VO lbs. pei
. lOt fur ij-foot ^pniib up lo 80 lbs. per square fool for spailsi of 10 feet,
^ <tf this ct'Dfttniction are eiven by tlie nianiifarttirers. Foi'
: Uoors the beams should be »ecurcl; tied with ruda to realKt
- 11 ne.
loiMwiiitr cases the loadti, in oddltion to the weight of Ihe floor
^y be assumed as:
Ctrvet bridges fur Kcueral public traffic 80 lbs. persq. ft,
BiM'r-i of diviilliDgS , — 40 lbs. " "
-iiurcbee, ibiiairev, and ball-rooms HOIba. " "
liay-lr.rt» 601bs. " "
•tomjfe of grain 100 I Iw, " "
Mrai-ehoiiseii and Kt-'ueral merchandise ^"SO lbs. " "
raiiorie.s aOO 10 400 lbs. " "
lurty inches deep ]6 lbs. " "
I u pressure of wind SO 1 lis. " "
I.: I . ::ll3 Il;!lb8 percu. (t.
jury ttolld llfl-lUlbs. " "
[iwiue thirty potmds per square toot for wind and snow;
iigated iron laiil directly on the purlins. . . 37 lbs. per eq. ft.
»i(?»led Iron laid on boards 40lb8. " "
nailed to luilui 43 lbs. " "
I nailed L'n boards 40 lbs, " "
j>i) \ffUiw the raftem, the weight will be about ten pounds per
laiiditioiml.
tons FOR BKAinS SUPPORTING BRICK
ABCHKN.
ffsonlal thrust of brick arches is as follows:
— — = pressure in pounds, per lineal foot of arch:
tir= load til puuiids. per square foot;
M = span of arch in feet;
R = rise In Indies.
|le-roi1a IU low tbrouKb the webs of the beams as powible and
at tilts pressure of arches an obtained above will not prodncB fl
Htliaii I.S.illii* lbs. per square iiicb ot the least section of the bolt,
TOnsiON.lL STRENGTH.
Izonia! tthaff nf diameter = rl be llx'd at one end, and at the
e end. at n ilistnnce = I from the flxcd end. let there Im> nxe<l a
M lever ami with n weiicht = >* acting at a distance = u from liie
be xbaft s<j as to twist it ; then fn = moment of the applied force.
ing moment = twisting moment = — -, in which S= unit shearini
J = jiolai* moment of Inertia of the section with rcKpeCt to
s distance of I ht! mo.st remote fibre from the axis, in a or<
• circle witii diameter d,
4
>d
f4
I
883 STRENGTH OF MATBBIALS.
For boUow sUaf ts of external dUnieter d and interoal diameter di,
Pa = .1968 ^ ' S; d =
a
For A square whose side = d.
For a rectangle whose sides are b and </,
l« 18 =0 V b' 4- d"
The abijvK Formuto are bftHed on the Ruppogitlou that tlie (shearing i
aiice at any point of the cioss-soction is proportional to itsdi».tance frooLi
iixis; but this la true only wiihin \\w elastic limit. In matt-rials capaMtlj
(low, while iUk pnrtiL'k's near the axis are strnined within tho elagtie f' '
tbo»«:* HI. rionie liistanof witiiiu tlge circiiiiirHrenct^ may t>e strained ne
tlie ultiiiitite r<"si!itance. so that ttie liilnl ri?si6t«uct' is sonn"thini? l
than ihat i-akMiIatfl by lln- rorintilo; (See TImrsti.n. " MatU of Kng.J
II. p. liiT.J SaiTil Vciiaiil flnris for Hjiiart- shnfts fu = o.a«Id>.S (1
"JIaeh. and Mlllwork," ji. WJi. For nnrkinK stieug^Lh, honever,
iiiuIh! may lie used, witli .S t«kt*n at the safe working iniit resistance.
TliH iiltimalp toi'siniini slipnriug iissintance S is ftlKiiiT Ihf- same a.s thed
rect Rhcarlii^ reslstam*. and may b« taken at SO.OOtI to •i'i.iMXi lbs. per squat
iDL'h for (.-a-st iron, -tS.OWHIis. for wrought iron, and Stl.OOO to ISO.OOO Ibs.fo
Kteel, acuoidiiiK lo ii.s carbim and temper. Laif;e factors of »affly shcnil
1>H taken, especially \rhen the clii'ectloii i>f alre^ is reversetl, as in reverrii^
enRine-s. and h lien the torsional stri'ss i.s comhiiied with other stresaes,
lisnnl in shafting. (See "StjaftiuK.")
Elastic BeDliilaiice to TorKlan.— I>et I - length of bar belli
twititeii, <t = diameter, f— force apjilieil at the extremity of a lever an
of length = (I, Pa = tw'i.>rtinj; moment,. O =■ tor»ioual modulus of ela-sticitl
B = angle through wlitch the free end of the shaft is twisted, measured (
arc of radius - 1.
Kor a cylindrical shaft
. 88Ptri „ «P*il 88 .„.„
s=— 5777; g= . ■■ ; — = 10.186.
If a = angle of torsion in deKrees,
. or ISM 180x8afW 683 6 Pal
180' T ir'rf'G rf*0 "
Tlie value of G is given by different authorities OS from % to S/5 of S,
iijodulua of elasticity for tension.
COmBINED STHESSES.
(From Merriiuan'B " SlreUKth of Materiala.")
Combined Veniilon aud Flexure.— Let A = the area of a I
subjei-led to both tension and tleiure, P= [ensile stress applied at tbeendt.
P-t-A= unit tensile strtJSB, 8 = unit stress at tln-flbre on the tensile side tnoa
retiiote from the neutral axis, due to flexure alune, then maximum tentil*
unit stre(iJ<= (f-*- J)+ .■?. A l)eam to resist cuinliined lenHluu and fleiui*
.sliduld bo desired so that {P-t- A) + S shall not exceed the proper alio*-
able wtirkln? unit stress.
Combined Comitresaloii and Flexure.— If P-i-.,l=:unlt ttrat
dtie to compE'esslon afi-^ne, and .^^ = ^init coiiipresitive stress at fibre ntosi
remote from neutral axis, due to flexure alone, then tuazimum compreoiN
unit stress
CoMUblii«d Tension (or Comprea.alon'V khA. mk«ias.-\l<
8TRKNOTH OF FLAT PLATES.
2»
1 4or eonipr«w9lon) unit atreiw - ;>, applied shearing unit atreaa
I from tlie coinbiut^d action of tb« two fori^ea ^^1
Max. 3 = ± S v^ + Hp'i MaxliiiUMi sbearint; unit Btresa; ^H
K^> ^ ^ r' 4- }riif»', Slaxiiiuini Itjiislle (or compressire) unit stress.
Bed Plexnre and Torsion.— U S^ereatest unit stress
Rr-xure alooe, and ^'« = ereate!<i toi-sional sbearinK unit stress due to
alone, tlie^i for the comhiuvd stresses
[ax- tension or compression unit stress ( = US + \ St' + ^4ti''; ^H
Mar. shear « = ± i S.' + US'. ^|
Mia for dJaiiii:>t«r of a round shaft subjected to transverse load while
iBlDg m. Kiveii liortv-powrr (iH<e also Shafts uf Engines):
^K „ ]6if , 18 / SP , •102.500,000//' ^H
■ '^ = Tr + Tj/-;^ + — ;ii — • ■
If :=^ luazliuum bending nioiueut o( the transverse forces in pound-
H -^ hors^-power tran>iniitt«d, n = No. of revs, per minute, and t =
" Mp ttiiisilc ori-ompre.ssive working strenirtb of the u'uteriul.
' Compreamlon and Torsion.— For a veiticai round
. . .> load and ali>u iraiitjinitiiug a. giveu Uorse-poMrer, tbe resuU-
Suiu vuinpreiMive unit aiTe.Mu ^h
I /' is •, I \f load. From this the diameter d may be found when t and
• re uiVHIl.
to Temperature.— Let I = length of a bar, .<l = its Fee-
tM>enii.leMt .if linear eipansicin for oni» degree, t = rise or
,emi*»ature in decrees. A' = modulus of elo.stlolfy, A the change of
lue to the rise or fall (; if the bar is free to expand or conn-act. A ■=
Itmj is held so as to prevent Its eipanalon or contraction Oie stress
mI bv the change of tem|>erftture = S = ActE. The follmTing nro
lavs of the roellieieiits of linear expauKiou for a chauge in temper- ^^
I degree Kahrenhelt: ^H
For briclc and stone. ...a = n.nflOOOGO. ^H
Forca»tiroQ a = 0 (HliiO(IH2, ^^^H
For wrouehc iron a = 0 iiOtiuonT, ^^^^H
Forsteel a = O.UOOOO&'i, ^R^H
J due to t<"rnperature should be addeii to or subtracted from the
C<l by other external forces according as it acts to increase or to
SXia'liig strps-^.
; will Ik; caused In a steel bar I inch sqnnre in area l)y a cliuiige
ture of !*>" F f S = A'tE = I X .OtXXIOlB y 100 X ai.iKKI.OtHi =
ilu]<|»>-'>e tlie liar is under rensirin i>f 19.51*1 ll)s. between ii>rid aliut-
)(fore Lilt- oliunge in teuiperatiire takes place, a cooling of 100" F^
ible the teiiKion, and a beailug of 100° will reduce llie teiisTon to xerc
k STRENGTH OF FLAT PL.4TE8.
%r plate supported at the edge, uniformly loaded, according I
f=6-pP' « = -/-#= P = Tii-
• plate (bced at the edge, uniformly loaded,
aaolni tha working ntrvas; r, the radius in Inched' '
c- sn'l/', ihe pressure In pounds per square Incb,
mts4
8TREK0TH OF MATERIALS.
For raatbomatlcAl diacusslon, see I^nza, " Applied Mecbftolo*.
Lanza gives tlie foUowinR tAble. usiiii; a factoi- of tatety of 8.
8tr«uglb uf cast iron sWiiXW. of wrought iron 40,000, and of jt^^l 90,
I Supported. FUced.
Castlrod f = .OJS'SrOr V'p f= .01«.«00r
Supported.
Cast Iron t = .OJS'STOr \'p
Wrought Iron t= OIlTSiOr t^
Steel I = .«.«iaS7r yj,
t= OlOMIOr^
t = .008ia4»r tj
For a circular plate supp»rt<'d at the edge, and loa'led with (,
trated load P applied at a cireuinf«r«?u(» the radius of w liich l8 r,:
b
/=(iloB^ + l
\ P P
11^ = "TJ*
tot —=10
e =
t =
ao 30 40 BO;
4.07 5.00 5.53 5.g-J 0.2i;
cP ,
P =
Th« above formulie art> deducrd from theorelical oot»1di>rath>tit. tnA \
Iclciiesites much prenier llian are Kcnerally used In st-
lads. (See empirical furiiiiilGe under DiiiicusionA of r,;
retlcal formula? seem u.' be based on iiieorreot cr
.„, but the vVrr in the direction of sofetr.
The Strength of Unntared Fiat SnrDieea.— Roi^rt Wf
7iiy"4i, Sept. ",'4. 1877) draws aiit-uiiuii 10 the appareiii discr«|t6i>cy bdtl
je i't-.siilts of thpoi¥ticnl iiivt«.;tlt;a:iniix and of ac'tiuil experlffleoto M
:ivut;ib of unstayed Hal ^urfaoer* of boilerplate, !<iich as the at>i(>|«|
"owns of domes and of vertical iKiUera. ~
Raiikine's "Civil EiiEirieeriDB" civs th. '
nf a circular plate nujti'oiteil all round tl;
that " the forniula is founded on a theory ■
hut which nevertheless may be considered lo lavoi*.:-
importance:"
n-5 /%•
■penwiir wnen mvxea qy ma ■onoa or loe oommvB ■ena m tbv
[eteam, ivilj in time rediifp tlip thickness of tlie )ilnl<>. anr] hi-iiig
■ ilest met ion of an unaiayi-d eurfaee nt n Tcry low pr*«siiif.
B flat platen coiiinience to deHect at verj low preBsurfB. tlicy ahoul'l
SjseJ without slays: but It is Iwttter to d(8h the plates when ihfy arc
d by flues, tiilws, elc.
B8t the conii<\oii(y aceeptw! opinion that the limit of elasslk-itv
tv>?r be reached in testluK a l)OiIer or other xtruoture, tlieyu »'X|itMi-
$w that flu oxception should be mtult* in th« cAs^ of an uni^tnyed
Hate of a l«iiler. which Bill be safer whpn it has ossumiM a peirim-
that will prevent its bec.iinin^; proofed by the continuiil vfiriaiioii
Jre in working, Tho hyflranho pr«KKtirH iu thlw cflse sitiiply dnf^
Rid have b**en d'»r)*? bofort* the pinto was Hxed, thur iH, di<i)M<fl It.
) exm^rinietits nliiH-ar to show that the mode of al(a4^hiiit< b^' tin nice
liiskle or outBlde angle-iron exerts an ifn|)oitant intluence on liie
i which the plate is Ktraiiie<l by the prnnsure.
le plate iasecuieil to an angle Iron, the stretcliinjf under pressure is,
In extent. conceiilrat<^1 at the line of livet-holes. and the plate jiar-
Irr of a l>eirn xuppoi teri than tixeil roiiiul the edKe. Itntteml of the
iieri-'ai-inie ai? tlie .'upiurH of the thiirkness. when tin' |ilale i^aItuehe<l
lie iron, it is probable that the stiengih does ii"i inorea.'-e i-vi-n
W- the thickness, since ilie plute i^ves way sliiipl>' dy Ktreli-hlni^ at
-holes, and the thicker the plate, the ler^s unifoiinfy is the slrain
i" the different layers of which the plate may be considered to be
I When iJie plate isfl-^nRed, the (taiiije becoiiies compressed by the
■sxiiist Ibe biidy "f the plate, and near the rim, as shown by the
Exiire, the inside of tlie jilate is strelchwi inme than the outside,
By be by a kind of BhearinR action that the plate RiTea way along
rhere the crushing and streicidiiB meet.
p tests appear to show thnt the rules deduced from the theoretical
lion'< or Lnni^, Rankicie, and (irasliof are not. conflrnieij by experi-
I are theivforc n^ii tin>tsvorthy.
lc«d Wrousht-Iron Heads of Botlera, etc. (T/ie Loeo-
bb. !»Utb.— Few expel iiiieiits have been made on tlie strength of
I, and our knowle*l^e of lliein conies lar^-el.v from tlieory. Kxperi-
re been made on small pinles l-ltJ of an inch tliick, yet I he data so
tatinot be considered aaiisractc.rj" wheti we consider the far thiclser
Kare ui«e<l In practice. aUliongh th» results agreed well with Ran-
riiiula. Mr. Nichols has made experiments on larger heads, and
m he has deduired the following rtile: " To find the proper thick-
[flat unstayed head, multiply the area of the head by the pressure
I 286 STKSNOTB OF UATERIALS. H
W 3. Head 86)^ inches in diaoieler, and 9s ioch thick. The •!«•■
r ioci.es. Thpu, Jj X 4I,«00 X 10= IBB.OUO. aud 188,<X)0 -i- Wl = »H
This head burst nt 370 pounds,
4. Uenil 'JH^ inolies in diameter aud 1^ li>ch (hicl(. The *rf
tBijuare iiicJies; ihen, ?» K 44,M0O X 10 = 168,000. and li«,U»*6t
pounds. The actual Imrsling- prenMure was 900 poiindo.
In the third experiuieut, tiie auioimt the plate bul^'d under <l
premures was as follows :
At pouudspersq. iu.... 10 aO 40 80 IJO 140 171
1 Plate bulged 1/33 1/16 « M M H H
■ The pressure wao now reduced to zero, " and the end sprone kl
■ irieh. Ieariuf( it wiili a peruiaoeut Ket ofO'ie inch. T)i« prtsssureol
H was SKaiii appllxd on 36 separate oocasiunii during an interral of fit
I
the ImlKing aud periiianetit set being noted on each occasion, but
any appreciable •ii(f>:rpnce Trom tlial noted above.
The exi)erimei]ts described were couflued to plates not widely diff
tlii'ir iJiraenHJi.utt, si> Iliat Mr. Nichols's rule cannot be relied ufiunfu
thai depart niu*'h from the proportion^ i^iveii in the exaiiiplea
Thick nem of Flat CaHl-lrou Platen to renlaC Bai
PrcHHUreN. riipi. J>ilm Erics.son i(:iiurch°& Lite of LPicvMiDic
(oHoivmik iiili-s: 'Hie proiK'r Ihiekniws of a square cy«sl-lron plaic «ll
taiued by ilie follou iiiR: Multiply tlie »ide in feet (or decuuabi of a I
y^ of the pressure in pounds «ncf divide by KiO times the side iu tod
quotient is the !<quiire of Ibe thickness in inches.
Fur a circular pluie, multiply ll -14 of the diameter in feel hj Jd
preKKure on rlie plate in pouftdn. Divide by 850 times 1 1 14 of the a
in invhea. [Extract the square root.]
Prof. Win. HarlcDeas. Ktu/g yew. Sept.fi, ISea, shows that theoen
be put tn a more convenient form, ibus:
For square plates T= 0.0040SS Vp,
and
For circular plates T = O.OOtNO i'p.
« here T — thickoesK of plate, .9 = aide of the uniiare, D = diamete
cin^Ie, end p = pnwBiire iu lbs. per tsq. in. Prop-ssor Harknes. Ii
douht:^ the value of the rules, and says that no satisfactory theorBtl«
tion luw yet been obtained.
StrenKtb of 8t*7«4l Surlkcei.— A flat plate of thlckneas I
port e. I nrtifonnly liy stays whose distance from centre to centre Uo>*
load p Ibx. |ier nq'uare inch. Each stay supporui pa* lb*. Th« i
aireaa on the plat« is
8 a>
f~g ^,p. lUDwin).
IfPHEBICAL. SHELLS AND DOITIED BOILEB-BJ
To flud the Thlckneoa of a Spherlc«l Sliell to r
glTen Preasare.— I^t '/ = diameter in inches, aod p the intern
ure jTier .s(|uare inch. Tlie total nressuie witicb tend:^ to prt^luoa
arnuitil the icreat circle will l>e yindfp. I^et .S = safe tenule stl
square inch, and ( the thiokoe'i-.of nietHi in lache»; then Uiemi«laai
pressure will be wdCS- Since the reoiKlauce must be equal tu the pr
>.4rfl»n = tidtS. MTbeoce t = ^.
The same rule is iiseil f^r flndlni; the thicknesa of a bemisptieHi
to a cvllnder, as of a cvllinlrical iHiiler,
TttlrknoBit of a Domed Head of a boiler.—" « - 9sf
stre ' inch, iJ - diameter of the uiiell in i: ' - II
of r :<4-t- .'v ; hut the thickness of a h-' 'iSI
"Ii! ~- ■ ..il r= ptl •*• is Hence if vet* make i ' *•«
'■J hend e<:2iial to the iliaine'er of the boiler, n ■
I of siinh a domed head wUl be (-.{>
THICK CVLINDBRS DXDER TKN8IUX.
387
in Sleel Platlne dae to Walrr-iiroftMro, u In
fvemelxaiiU Imlklit-mlF iK>iiiinefriii<i, Mny '.'■.', 1' ■
. Yales lias inuilu culcululmiis of iLt? slr«».s*s !• plateii
I by external water- pre«a)ire, and arHve« at tiic i...ij\» ,u^ coii-
*uiii«!io Itiehefl lo be the distance between the frames or other rigid
JlJorts. (Uid let d reprwM-nt the depth tii feet, l>«low the siirfiice of the
ki-r, of tliH plale ifiider consideration, ( = thiokneaa of plate In Inches,
kedcdectiiin from a sii aight line under pressure in inches, and P= utreu
tquare bich of tsectiou.
Lr outer bottom and ballast tank plating, a = 4.^0 -, D should not be
L 2(1 P
mr llian .06 —. and — not greater than 3 to S tons ; w hU« for bulkheads,
\ t in P
, n = 3S.'i3 - D should not be greater than .1—, and — not greater than
In. Tu illustrate the application of these formuliQ the follow ln(^ caws
}f beou taken :
For Outer Bottom, etc-
kk.
Depth
1 of
helow
tti«.
Water.
k
ft.
80
10
1
18
1
9
1
10
1
5
Tor Bulkheads, eUS
Spacine of Thick-
Frames should ness of
not exceed Plating
la.
About n
■• 42
•• 18
" 8B
" «0
" 40
Depth of
Water.
ft.
80
20
10
80
10
10
Maxi Ilium Snac'
ioR- iif Rifild
Stiffenem.
io.
10
4
8
10
S
10
would appear that the course which !<hr>uld be followed In stjIIeniQg
heads la to flt substantially ri^id stiiTening frames at comparatively
liDIervalp. and only wt>rk »i]cli light tingles between as are necessary
. fair job of tlie biilUhi-ail.
Mfega
HOLLOW CTLINDERS CNDER TENSION.
" Klasiicity and Reaistanoe of Materials," p. 3C, giv«s
t = thicknesa; r = interior rodiua ;
(h ■:- p\i 1 h = maximum allowable hoop tension at the
I _ ) ~ • f ■ interior of the cylinder;
' p = intensity of interior pressure.
I Vh
UTitnan gives
unit stress at inner edee of the aanulus;
( = thicknesa ;
■ = interior radiua
i = length.
r*
ie total stress over the area 2<I = 2il ^^^
le total interior presstiro which tends to rupture the cylinder Is 3rl X p-
be the unit pressure, then p = ——, from which one of the quantltlea
I r, or f can be found when the other three are given.
r28S STRENGTH OF MATERIALS. ^
In eq. (t), if < be neKleuti^d >J> coinpariaoii wit)i r. it roduoea UvMj
DOaS
ihMH
. the saiue as Uie foriniila for thin cylinders. If ( = r. It
onlv halt the resistance of the thin cjllnder.
The fomiulie eiveii by Burr uud by Merrimaii are qiiile ilifl
be seen by the folloiviiig example : L'-l limxliiiiim unit xtrt«al
edge of the aiiiiuliis =: 8ilO(J lbs. pert^quareiiK-b, i-niliusof cylinda'
interior pressure = lUOti lbs. per gquurt- ineh, Required itia III'
>-8llO0 - 4000/
By Merriman. I = ^^^ = i i»chea.
JLlmlt to rraemi 'rlilc1<nes« of Hollow Oylte4
Jan. 4. 1WH4».— FnifKS!«)r Barlow Inys down the law ot the
of thick ovliiiders n!i fsllowK : T
" In a homogeneuiis cyliudi^r, if tht! metal is IncompraMlbl*. UN
on every <:oncenti-ic layer, caused by lui iuteroal pressure, yuimti
as the Kquare of its distuncu froni the centre.'"
Suppose a iweJre-liich gun to liare walls IS Inches thicic.
Pressure oii exterior _ 6* _ , . ,og.
Pressure on interior ~ *1» ~
nc^i
I
So that if the stress on the iiiteiior is 13^ tons per square iocj
on tlie HXterior is only I Ion.
Let s = the Klress :)n the inner layer, and *, Ihuf at a distance « £
axis; r = internal radius, R - external radius.
. . •••
a, : » : : r' : a;', or !• = » —^.
The whole stress on a section 1 ineh lon^, extending frotn I
the exterior surfiice, is S= »i- x — = — .
III a 18-inch gun, let * = 40 tons, r = B in., i; = il hi.
S= 40 X 0 X ^^' = ITS tODB.
8uppoB« now we go on addinK metal to the run outside: then ff
eome so large compared with r, that R — r will approach thti Tilt
H — r
that the fraction — ^- lieconies nearly unity.
Hence for an inflnitely thli'k cylinder the usefal strength coul
excee<l Sy (in this case S40 lonsi.
Barlow's funnijla agrees with the one kItph hy Merrlman.
Another Ktateiuenl of the gun problem la as follows : Using the
• = 40toiis, «=15iB., r = 6in.,p = ^5-^^ = 38# tons per aq. Ii
railius — ]TS tons, the pressure to be redsted bv a section 1 Inrb In
thickness of the kuii on iiii«» side. Suppose ttiicicneKii were di>ui>led,
•10 X 50
f = 30 in.: p = — — — = :]!i% tons, or au increase of only Ifl per«a
For Rhorl cnsi'ii-on cylinders, Kuch B« arc used in liydraullc pre
douliifnl if till' nl"iv.' fniTinilw liold true, slno- ibi- sfientih "( ihr
c*l i> the end. In th ■
wii calcuUteii by i
pr- - 1" iiml.-.' 11,.- ll
Cio I'd Nqiiuie muU. Xi
pc hiver nf 10,35l>lh». |
liici^ ..niii tieue««ltate i
^G-POWER OF KAILS, .Sl'fKES, AND SCREWS.
im CTLINDEBS t'NDIiR TENSION,
IvorkinK pressure hi lbs. per sq. in.;
liter ill inches;
ren^ of the materiAl, lbs. per iq. in.;
tin iiicbes;
iwkfety;
\ at gtrengtb of riveted joint to strength of solid plftt«.
/ = 6, «ud c = 0.7; then
STfe
t =
fpd
■iTc
_ HOOOt. _ dp
^ ~ d ' I-IOOO
>resentii the streiiKth resistioK rupture alon^ a longfludinal
^stance to rupture in a circumfereotial seAin, due to pressure
cylinder, we have = — ~ — ;
■» /
wJieDce p = -TT-.
of
I to resist rupture around a circumference is twice as ^reat
1 rupture lont^itudiiially ; iierce boilers are conimonly sin^le-
' Bumferential seams anil double-riveted in tlie loiiKituUlual
SOLI^OW COPPER BA.LI.8.
per ball* are used as floats in boilers or tanks, to control feed
B valves, and reKiilats tli« water-level.
mo up ill halves from dheet copper, and a rib is formed on one
lit rib the other half Hts, and iho two are then soldered or
ier. In order to facilitate the brazing, a hole is left on one Kide
fallow air to pa«s freely in or out; anri this hole is made use of
0 secure the tloat to its stem. The oridlnal thickness of the
1 anylhInK up to atraut 1-10 of an inch, if the splnnlng^ is done
he, thniigh thicker inetnl may be used when Kpecial machinery
ll* forritini; it. In tlie proces.** of spinning^, Ihi.* nit'tal is thinned
jbbvstret*;hine:but the thiimest place is neither at ilie equator
LaloDK the rib) nor at the poles. The thinnent points li»'alon(;
! around the ball parallel to the rib, one nn eacli side of It,
atf of the way to the potest. Alonp these line-: llie thick-
,1Sl or Ji) per cent less than elsewhere, the reduction depend
Ion the nlflll of the workman.
tive for October, 1891. (fives two empirical rnles for determin
■ess of a copper hall which is to work under an extoroal
Hows:
diameter In Inchea x pressure in pounda per sq. in.
16.000
, _ diameter X j^pressure
1240
^Te the same refiult for a pressure of lOQ lbs. only. Exatnple:
llckness of a Slnch copper ball to sustain
50 100 ISO 1C6 5M0 250 lbs. per sq. In,
:rule... .0150 .0312 .0469 .0519 .0625 .O'hl inch.
ondrule .0885 .Wtf! .OtiH ,0518 .tt^TO .0087 "
In-
lal
4
IG-POWER OP NAIIiS, SPIKES,
SCREWS.
AND
. W. Wright, Western Society of Engineers, 1881.)
pikes drlTen Into dry cedar (cut 18 months):
Dce to drawing. A fV(w. lbs,
._ . J Max. •'
B X W In. gq. 6 X H 6 X W B Xj
iii in. B In, 5 In. Mf
857 881 IflOl W
11.^9 KS ai39 VIS
7oa fee uao wi
390
STREKGTH 0? MATERIALS.
, M. WeUiDgton found the force reqnired to draw spikes 9/1
'"'i Incbes into seasooed oak, to be 4381 lbs. ; soine apika
ak, OSSSIbs.
W. R. Jolinson found that a plain spike
r^lrfven 8R^ inclit'S int,o seasoned Jersey yellow pint or una
I re<)ulreil about 2000 llis. force to extract it; from $«a80ned ^
•4tK)0 aiitl from well-seasoned looust 0000 lbs."
Experiments in Geniinny, liy Funl;, give frori 0-165 to 3940 Ih
many exppriments alKitit 3«X)0 lbs.) as (fie foice necessar)' to eX
. ij-iiich square iron «|iilcr 0 inches long. wedKe-poiiil'-.i f"
driven 4^ inelies into wliito or yellow pine. When.ir
retjuired was al)out 1/10 parr greater. Similar spiki
incDes loDir, driven 6 iuclies deep, required frnniS'i"'
them from pine; the mean of tliu results being JSTS ltj.s. I/i aUt
twioe as mucli force was required to exiriu^t them from nak.
werp all driven across the grain of tlie wood. When driven wtl
spikes or uallB do not liold with more than l)olf as inucli force.
Boards of oak or pine nailed together by from 4 to 10 lenpenny <
nails and then pulled apart in a diredion lengtliwise uf ilie I
ncrOBS the nailH, tendjag to break tlie latter in two by a shenrtsri
averaged about 300 to 400 lbs. per nail to geparate tKem, as i "
many trials.
Bieaiatance of Drlft-1>olta in Tliub«r.— Tests made
CooUdge, iu 1878.
1st Test. 1 in. square iron drove 30 i
Sd
8d
4tb
Stb
etb
Tth
8th
1 in. round
1 in. square
1 in. round
1 in. round
1 in. square
I in. square
1 in. round
»4 "
13/llHn. ■■ .
18 "
' IS/lO-lB. •' .
SM "
" •• " n/lO-ln. •' .
34 "
"Norw'y plne,18/i6-ln. '• .
80 "
" " •' l.Vie-in. " .
IB "
" J5/I8-ln. "
aa "
" IS/lfl-ln. - ,
^
Kon.— In test No. 6 drift-holts were not driven properly. holf«B«*l
in line, and a piece of timber split out in driving. ;
Force required to draw Screvrs out of Jtor'wm.f tMm
U" diam. drive screw 4 in. in wood. Power required, •ver«sal
" " 4 threads per in. fi in. in wood. " " "
" D'blethr'd,3perin.,4in. in " "
" " Lag-screw, 7 per in., IW •• " "
" •' '^ " 6 " •' 2^ •' " •' " *■
J< ipcli RR. spike 5
Force reqnired to draiv Wood Srrewa out of DrjrWi
—Tests made tiy Mr. Bevan. The serexvs ivere al'oui two imb'-* <n k"
.22 diameter at the exterior of the tlireads, 15 dian>eler n' ' ' ■■ '' " "
depth of the worm or thread being .Oyi Alid the nunil*ei
Ineli equal 12 They were passed thronirh pieces of woi ■(
thickness ami drawn out by the weiglns stated: Bi'ech. .
Iljs.: Oftli. TtVi lbs.- niihopany, 770 lbs. ; elm, (Ttl llis.; sycaniii.- -.i >
Tents of Lair-screira In Tartons IFooda were n.Mif '?
Cox, Unlveruity of Iowa, 1891:
Eind of Wood.
Seasoned white oitk
length
In Tie.
Vellow-pins stick
White cedar, unseasoned
In figuring area r>r lag-screws, the surface of a cylinder whiw*"!
equal to that of the screw wa* tskeii The length of the scivw |
aa4im-h"«.-&'n<iii'<-< ' ' ••■^.'1. •
twrnM Wire Natl^. mis were made at llie WM
IWSOPLJI^^ con.; .el tensile adhr»Jon.
(•'-^■■^ noils. 1 ne reKultv. are Matvd
DDra-IOWSB OP WAOS, SFIXIB, AHO SOBXWB. 291
■•■HHMorteati,tmpalna(iMfli(aaiitaiMlkwlrauUinMMdi)
t amUag m total ot 1180 wdh drawn. The tcato were made Si
«i bt matt iiiaUncee. bat aome extra onea were made in white
"basnalla." Ttie nails were «tf all slaea,varTliu( from lUiodiea to
I Moctb. In every caae the cot naila showed the superior boIdloK
TSMi^jpercentaae. In spmee, in nine diflereat slaea of naila,
lihl and light weiKht, the ratio of tenaci^ of oat to wire nail
t tot, or, aa he terms it, " a superiority of 47.4Si( of the former.'*
"-•'^ • — * nails the ratio was roog^jr 8.5 to 8; superloritr TSX.
aiUs (1 J4 to 4 indiee long) the ratio was roughly S to d; superiority
Mio superiority in spruce wood was H%. In white pine, out naUa,
b taper along the gnUn, showed a superiority ot lOQjf, and with
NthegraiBof laiw. Also when the nails were driven in the end
t, Le., along the grain, the suporiiHlty of cut nails was 100!(, or the
ittowlrewaaStol. The total of the results showed the ratio of
be about M to S for the harder wood, and about S to 1 for the
for the whole taken together the ratio was 8.B to 8, We are
lode that under these circumstances the cut nail is superior to
il in direct tensile holding-power by n.M%.
Rall^oldlBc Poorer of Tarievs W«o4«.
(Watertown Bxi>erimeat8.)
HokUng.power per square Inch ot
>fWood. SiaeofKan. Surface in^ Wood, lbs.
8d
9"
»"
60"
80"
8"
10"
60"
60"
8"
90"
60"
60"
60"
9"
SO"
Wire NaiL
107
818
MO
651
Cut Nail.
4S0
466
471
847
888
840
686
755
596
604
1340
189-J
1018
664
708
11T9
la-.'l
Mean.
40S
668
1816
683
1800
Nall-lftoldlnc Povrer of Varloas Wooda.
F. W. Clay's Ezperimeiits. Bng^g News, Jan. II, IH94.)
Wood.
Tenacity ot 6.1 iialls-
Meaii.
Ill
190
14.3
360
820
le at the University of Illinotsfrave the resistance of a 1-in. round
.6-tnch hole perpendicular to the grain, as 600<l lbs. jr>er lin. ft. In
,600 lbs. in oak. Experiments made at the East River Bridge
nces of 18,000 and 15,000 lbs. per lin. ft. for a 1-iii. round rod In
n. and t4/16-in. diameter, respectively, in Oeori;ia pine.
Holdlmcpow^er of Bolts In White Pine.
(fiip'gr New*, September 86, 1891.)
Round. Square.
Lbs. Lbs.
aU pUin 1-ln. bolts 8884 8200
allplalnbolta.Ktol)iin 7806 8110
allbolu .; 8383 8898
n-bolta abottld be drtvea In holes 18/10 of their diameter. 9xA
ialtr tana/at whose diameter Is 14/16 of the side of the 8q.u«iTe.
292
STREXGTH OF MATERIALS.
STRENCTH OF WBOCGHT IRON BOI<'
i.CoiuputeU by A. F. Nagle.)
Olifll
-.J
"Co
?- ^ =
3 _•
Stress upon Bolt upon BiuU ot
■S8
a . )j
u
^4
1^
h
L:
1^
Sc sg
Ji
. 0
. 0
il
i«
2rra
if
if
pg-
1?
lbs.
IbB.
lbs.
ll>B.
IIml
4
IS
.38
.12
351)
400
580
810
ll«i
9-18 12
.44
.15
450
6O0
750
lOSO
IM»
% 11
.411
.19
580
750
930
1310
IKO
94 10
.m
.28
T.V)
1130
1410
ItWO
S8W
.71
.311
IISO
1B70
1970
2700
3M0
8
,81
.M
1550
2070
2600
fWKIO
5in
^V£
7
.m
.ta
1D50
8600
8S50
4.Vj0
ffilO
iC
1
1.04
.84
KVO
!tt«0
4900
,5W<>
8414
It
e
i.ia
1.00
.'WW
4000
.^KiO
7000
loom
1^
6
J. SB
1.83
3tiH0
4910
6I4U
8<S00
lun
If
m
1.85
1.44
4:rl00
57J0
7IS0
KWOO
14W
If
5
1.4S
1.05
4a.i0
flOOO
8360
IISOO
i«i«
li:
5
1.57
l.W
.SSW
T8OO
9800
IWIO
19M«
a
*%
iM
2.18
6r,IO
8720
10900
i.'ueo
gieoD
SM
41^
1.9i
a.88
st;.v)
11530
14400
aoi90
3m
•t
a. 13
3.5,5
lOOlO
14-^00
irrao
94830
«»2
4
a. 37
4.4.S
I.VJOO
IVT-a)
«150
81000
^
s*
s^
2.ri7
5.30
I5n!«
20770
2(J000
siKwn
s»
854
3.CH
7.!»
217110
'-■WW
.•KiOO
50700
'32
4
a
3.50
9.Q3
•iStttiO
ati5uo
481U0
67%0
««MI
When it is known what load Is to be put upon a bolt, and the Jiid(
the f neine^^r has [leterniinefl what streas is safe to put ujK»n the v
down in tlie proper coltiniii nf said strrss until the rpf|iiired loid '
Thf area at thi- bottom of the thread will give the eqiilTaJeot »r«« (
bar to that of thelxilt.
Effect of Initial Strain lu BoUh.- Suppose that bolt! I
to cuiiufct two puns of a uiaoliiiit' and tiiut tliey are boivvtinI up Ul
fore tlie effective load comes on llie cnrniecled' partx. Lei f, = ti
tension on a bolt duo 10 screwing up. and I\ ^ ilie load aftemrH
The greatest load may vary but little from I', or P,,ncconllll|
former or the latter is greater, or it niav approach the value /"i-t
pending upon Ihe relative ri;;idiiy of the holts and of the parU roi
iVliere rinid llnnues are liolled totretlier, nieuil to metal, it i:« prohi
the e.Ylen8lou of the Injlts wiih uiij- nddiiioiial tension relieve* Hi
teuslon, and (hat the total tension is Pj or Z',, but inca>i^«M|
pnoltinir, as indla rubber, is inteii)08e<1, the extension of the holSH
little alTect the iniiiul teuslon, and the total Ktiaiii may be nearlf 1
Since the latter assumption la more unfavoralile to ifie rvHUtaM
holt.lhis continjjency sfhould usually be provided for. (See Unwl
meuts of Machine Design " for demonstraiioii.i
STAND-PIPES AND THEIR DEHIGK.
(Freeman C, CofHu, New F.nglaiid Water W.i .Vf*
10. 189.1.) SeeolsopaiHTs by A. H. Ho«land. • 1*
Steiilicci.H, AiiH-r. Wafer W,.i!;s A'j-oi-, F.fi "I
Ki-'
181<l
'1
"^STAND-PIPES AKD THEIR DESIGN.
m
r .. 1. .), |y ^^^^ amount of lUf cuusumiKion iliii liir
iIh- Htoiniiiie niitl staninp of the piiiii[is. I
ijhI.iw u point tliut will givf a giHxl tliv i
"I >.iil fuitlier ilniiighl f>ir liivj!, Thr i*ei;niiil i uii.ii mi
uiiiMiin iiiiiiilw'i' of fire Hiitiaiiis itiiil tlieir niiD nliicli It li* uoiiutileredl
e<«iv>"l""^'J<^ '■"'• ■^I'l "■** 'iiaxiuiuin ltm);tli of time « liifli llipjarel
bro hive to run lirfore tlie puiup^ can lie reli«ni iipou to rt'lnfori'* I
Met nvinou for making the diameter large is to pixfvidu fur stability j
"" '■ '■ ' ■ *-"ssnr« when empty. I
ruble pives tile hfig^lit of sland-pipea beyoud which they )tr«'
wind pr>"isiireK of AO and 50 llm. per squai-p font. Tile urra J
. ■ ..n- 11 is tilt! Iieit'lit niiiltiplit'd liy one lialf tu^ diaiiK-trr.
rttht* of $»tan<l-plpe that will Kemlmt Wliid-pressiiro
rbf 119 Weislit alone, vt'licn Empty.
iineter, Wind. 40 ll>s. Wind. !W lbs.
feet. per bo. ft. per no. ft,
» 45 85
» 70 65
aO IfiO 80
sis wo
ire tli« above defrree of gtalillity Iht; stoJid-piiieii iniiat be designed
* outside anKle-lriin al ll>t- bottom comirrtlou.
form of miclioraKe that drptmds upiin foniifclloiiH wlili the sidi
•ear tlie Ijoctoiu ia uu^safe. liy suitable cuys (lit* wind ihi^hhiii'u is re-
br teiiaiuD in the guys, ami llie staiiJ-pip«- (k rclli-vi-d from wrlnd
lliitlteiid to overthrow it. The K^y^ should be nlln(_-lii>d to n band
»or other Bliapeil iron that completely >-neirt'le» the (iink, and r<»iil9
woe iort of bracket or projwtlon, and not lif riveted to tli" tank.
wutd lj« anchored at a dlslanoe from the base equal to the heiiflit of
It at which they are attached, If posHiljlf.
■t plan >» to build the sltuidpipe of Kuch dluuietf r lliat it will i
H* it* own stability.
I Thleknera of the Side Plates.
tanmre on the skites Is uiitttrard, and due alone lo llip weif^ht of the
»r pressure |ier square inch, and Increases in diriM:! ratio to tlie
lod aldo to the diuuieler. The strain upon a section 1 inch In liei»;ht
wiat Is the total strain at that point divided by I vro— for each side is
d to bear tlie Htraln equally. The total preiuture at any point is
[the diameter in inches, multiplietl by the pressure ner square inch,
^■^ light al that point. It may Imi ekpresised as follows:
H = height in feet, ami / = factor of Hafety :
d = diameter ill inches;
p = pressure in itei. per s^piai'e inch;
.45M = p for 1 ft. in heiRht:
B = tensile strenitth of nialerittl iier square inch;
T = thickneRS of pluie.
|total strain on eacli side per vertical inch
.■mff'f _ pd. .ti4mf pdf
' 2 ~ ~ i ' 21 ~ W
J takes/ = 5. not counldig redueiiou of streneHi of joint. equW-
Factaal factor of safety of S if the strength of the riveted joint la
Iper cent of that of the phite.
nouiit of tile wind Htraiii ]>er square inch of metnl at any joint can
I by the following formulii. in whicli
H = lieifrht of stand-pipe in feet aliove joint;
7"= tJiickness of plate in inclieR:
I « = wiiidpi'essnre per square f<Mit:
|iTr= wind preasiire [M-r foot in beieht above joint;
IW = Di> where I) is the diameter in feet ;
IjH = uveriu'c )t'rvruitf or iwwfiiifnl iilMiur ncillral m\b
or CHtitnii pofnts in fiie WfL'iniifHrence; Of,
I s aiaeotiO', or .107 times (ftp radius in f«jot,
294
STUKNGTH OF MATERIALS.
Theu the strain per squart! Inch of plate
oire. in ft. x wiT
Mr, ColTin gives a niiijiber of iliaKraniB UBefui In tlie Jesign i
touftln-'i' wilii li DuiiilKi- of liistaiicfK of failures, with discussloii
prcibatile uuiiKPK.
Mr. Kk'r!it<-dN pniier twnlaiiis tlie foltowi'ng : Among tlie most pn
xcniliiM a sliuiii pipt! Iiatt lo l>e«r ivie: lliuC due to itiu static pressun
unEer. thHt riiie to the «>%*«^i"turuif3|j fffect of the wind on an emptj
pilH'. and Ihttt due tu the LMllup«ing effect, on the upper riiigK,oC
niiid storms.
For thtf ihlcliiiRiis ot m«tal to witliscand safety the static pra
Wttler, let ^1
( — tlticicness of i)ie plate iron lu Inches; ^H
U = iiei|;hl of Ml and pipe in feet; ^H
D — diameter of stand pipe in feet. ^H
Tiien, asxiiniine a tenxiie atren);fli of .18,000 ll>R. [)er nquare Inch, I
of safely of -Ji and elTleieney uf diiiii)le-riveted iap-joiot equalitiif Ad
Birunpli of tlie Hoild plate.
t = .000807/ X D;
H =
10.000t
A.6D '
which will give safe heiRlitx for thlckneiuies up tu ^ to ^i of an tnd
miiiie fonnuia nifty ai.so applj' for greater iieights and ililcl(i>es«s
praollcal liiniis, if tlie joint efficiency be increased by triple ri'eliii;
The iHimlilinh.s foi
stand pipe iseinply.
ForuiiUu for nind-pre.'istire of SO pouitdti per square foot, ubea^^^
d = difiineler of stiitid-pipe in tnehen; ^H|
X = any unittiown heigfd of sland-pip»; ^M
X = ♦«!>«</( - 15.85 \ill.
Tfie following tiiltte Is calenluted by these formulie. The il«Dd-P
Intended to be .•»elf-HiiHlalnin^: that i<, without guys or stiffened.
Helghtii ol'Staiid-plpea for Varloua DlamelcrtM
Thick uesiir» ol Plate*.
TldckneXii of
Diumel
ens in Feet. ^|
Mate in Frac-
tions uf an Inch.
ft
as
00
TO
75
80
85
s
aa
«
74
80
90
S5
•
60
TO
tin
90
99
100
8
65
T5
85
95
lOO
ilO
115
9
55
65
T3
IK)
100
110
115
li'.
130
10
so
m
TO
85
10U
115
ISO
l.»
135
iV,
150
I< 14
»5~~
SO 40
65 SO
TO 00
85 75
100 85
115' 100
130 110
145 i IW
155 11'
15 \ ]«
40 ,...
1
S-IB.
7-88
4-10
4» «" "n
TO «S ») J
80 TS (» I
90 « n J
lOU » «! •
11'. u\; K- '
fi-ltt
0-l«
7-18
8-ie
»-w
lO-H.
11-18
I«-W
18-16
14-1»
)5-l6
•'•
....
>•>
1C5
16(J
ic<i
lft-I»
...
..
...
...
.'-.Jl
Height! 10 neanmt 5 feet, nings are to build 5 feet TertiMtlr.
T't^Tirrs -f "tr^.Tid-plpea have been nunieroi; ' ;
III tAiiiui-s iiitdiie of nine veni -
. ., Vcir« April ', 13. IB (lild A.
)UGHT-rBOIir AXD STEKL WATER-PIPES.
295
B, En|rine«rs Club of PlilladelphfB, itm, giver tJ>e followtng
tcnvfss of plat«!» for stand pipes.
froii^lit irim plfitf T. S. J.M.OiKI p<iund8 In (llrcclion of fibre, and
" . aor.irst.-, tin- (ibiv. StreUKlh of sinnle rivetnl J<ilnt A that
if dout>li^ riVRiwi joint. .7 iliac of tbp plate ; wind pressure
}uare foot ; safety factor = 3.
BRht ill feet ; r = outer radius In feet ; r' = inner radius)
!>ure per square Inch ; i = tliickness in IneheD ; d = ouler
lied And longitudinal seams double lireted
( =
pr X n
hd _
4801'
48.000 X -T X ^
smpty and lateral seams, iting'le riveted, we have by equtiLlng
';V = m X 0000 ()•« - t-") ■—, whence >■* ~ r'* = ^' ''
kowi-lng reqalrcd Thlckneas of Bottom Plate.
Diuineter.
Sfeet.
10 feet.
I& feet.
SO feet.
25 feet.
30 feet.
If
t*
ft
f.
/*
ft
t T-W*
a;
31-M*
IS-t5l
IMM
23-84
tlI-64»
7-S8
8-3S
S»-8t
S7-M
t 7-at
ll-04«
0-la
sr-64
1.5-13
Sl-44
tl»-»M
3-11!
%
iv:«
9-16
*«&4
7-3!!
tlWM
5-ie
2T-8J
IS- 32
]7-a'J
ar-iM
H
45-«4
t!KMJ4
7-18
87-«
47-IH
1 3^4
t3»-64
n-si
45-84
%
tll-16
89-«4
13-16
1 1-33
1 7-«3
«»-lK
46-V4
15-10
1 n-61
I25-W
' nilnlmum thickness should = 3-10",
-Dimensions niurlced + Uetermincil by wind-pressure.
Fower at YonherM, N. T.— Thi.s lower, wllli a n!pe 128 feet
fi^t ilinnieier. is (li-tii;ril)ed in Euainerriui] Neivf, Ainy 18, 1892.
.vu ../ ii... iinver riu^H is ll-lti of an incli, bused una t«nsile
I square inch of metal, aliowiifK d'S for the streugtb
u factor of safety uf »i^ and addiiit; a constant of
: laiiiisli in thieltiiess by I-IS Inch to the lost four
are ^4 inch thirk.
■i re<)iiires nn ela'*tic limit of at Ifasi ."U.OfiO lbs. per
,.....ite tensile slreiiKth of from .W.OOO tn.Ml.tWO lbs. per
an eloiiKdtlnn in H inches of at least •A)f, and a reduction of
II Vi% 'I'iiu inspection uf tlic work wttfl made iiy the Pilt.8burR;li
> 'line lo their report the uetiinl condttitins de-
:istic limit from 31,0!i0 to afl.^tf) ; the tensile
the eloTi(£atinn in 8 inithes from 'JS^^ to .Htt ;
... „. .. ;o TLSas ; Ir plates out of Nl wern rejected iu
UCBT-TRON AND STEEL W.^TER-PIPES.
I Htecl "Watcr-plpca iKnuiueninii Xfim, Out. II. 1K9I). and
y-"l'liu n^e of riveted u'ron^ht-irnn pi|»e lias Iteeti (.•ouiinon In
for many years, tlie larKevt liein|r a 'It-incb conduit in
' works of the Spring Valley Wmer C'o.. i ' ' '
he uae of wroiifcbt iron and steel pipe
I owing lo Dje extremely high pressures I
taf UumipartBUon. Aa no ejtajuple : Ini
296
feTEENGTH OF MATEKULfc.
tho water supply of Vir^iow City and Gold Hill, Vet., there (ri
1873 an 1 Ij^iiicb riveted wrougbt-iron pipe, a purl of whicb to imdi
of ItaOfeet.
In lliM East, (he nnwt important exaniplf I'f fli" nm' ..f rivti'iHt'
pipe is that of thf East Jersiey Water Co.. w Ih'
The cniitract pmviffecl for n niniiniiiiii higli ~
lonH dally. In tbiii cuiie Jl inUeKOf -IK-lia-li |>i|i>
feet bend. The plates fronj uiiicli ilir pip*- ir. ina.!.- mi ■-
by 7 feet wliie. opeii-bwirtb sleel. Kour plale^i are ii^eii '■
of pipe alKiut 'i7 feet lung. The pii* is rireled luutiiiuijiii
row, and at the end j"inls «itb a wiugle ran of livem <f
corresponding to tl>e lliiefciiest* of the steel plaie». Befi.
the tren(!h. two of the •27-feei lengllm are riveted tupelle '
Still further the number of jointR to lie niaile in lie In i
eioatatlon topive room for joiniiu^. All cbap(res< in il'- -
line are mode by I(i° curves atid all ebnnaes in line in
curven. T" lay on eiii'ved lines* a »taiidari] Ijevel wa» iiseil. nfi'l I'tr
curves are secured by varying the nuitilier of beveleil joltiU in
oeitniii lenirih of pipe.
The ihickneji.x of the plates varies Willi the pres-M"
nesses niv used, W, .Vlti, and ft^ iiicbeti, llie pipe ii
havinjf a «eij:ld. at 100, IW. uml 2-J5 lbs per fo..t. r. -\
all the pipe was le^tetl t" pressure lUi times Ibat !•■ " Ii' li n i" l'
Jeeled wlien in ]ibiee.
nannenniann Tubem Tor BUgh Premtarea. -.M Ihe
inanti Works at Koniotau. Hiiii^^rt. mure ilinn tjlHi lutiH «<r tA niilo
and 4-iiich liil>e!< averaKini! ^i incli in lliicknexs Imve lieeii mk
tested to a pressure of JdOO llw. per sqjiflre inch. The.—-- Mib = ven
for a bi»!h-pre«<ure water mnin In a CbiUaii nilrMU-
ThlsBrent teimile slreiiKlli is pn-l>alily due to il • M
btilD); iiiiieli tiiore niirkeil Iban must metal, ibe : ' K
BpiraKy, as has been proved i'V mitrfw.ipic examin ,ii in. "h'l*
lulies will hardly staml m.^re than 'JiXJ lbs jierfquiire iiioli.Bndi<el|
are tint safe nUive KXiO ll». per square iiiih, the Maune.^mnnn t«
wiilimands 'JOCK) lbs. per t^tjiiare inch The lenKlb up I- whiell
1m- readily made is «ho«ru t>y Ihe fact that > coil of S-mcb lube -0
w«B mBdi' recently.
For ileMoription of the process of mnkiiiK Moiines'inaiin tubv* •
A. 1. M- K , vol xix., :js<.
STBENKTH OF V.^RIOIS ITIATFRIALS. lOCTII
FRO.H KIRKALDY S TliKTH.
The recent publi<'aii..ii. in ii b.>..k bv W. fJ. Kiik...l '• ' ' ""•
thotir-and te»t5 made tilirinK a 'piacleiMit n eei?liir\
kaldy. ba.s made ari important eoidrlbiiliun to utr
Ihe range of variatioD in gtrenKtli of numerous n.,...
abstraft of these results was piiblMied in Ihe .4iiirric»M,
and 18. IfV), from whicli the fulluuinK s'ib fUither con>i
taken:
The fliinres for tensile end cijniprefKive streoctli, or
Ihein, pulllni; aiel thrusliuK sire»<, are Kiven in poundi* '
ortplnal sectro#», and for bending stren^lh in jmiiiv'- •
IHUitiilr^ per my<^<irn<ilh "-' founre ufdeplhr fur l.i
sii|it>Mri<, The eoniraeti'iii i-r ni>';i is eiveu as a i"
••niage ill a leii;;ib
i. .IIS T. .'*.. E
• nf tensile strelii:'
iiml I'loiicallon. H--
in.— 4t tests: T. .s. li.Jfltl t.i »-.7tO poiiiiiis, i; vC Umm
•UeiiKlb ranKiiiK froiu 1S.4C8 to 21, ST iKiunda. Attn
en wliii-h WHS die liixhest In thrusting stress was aUo lh>*)ifBb-
f, and sbon-ed tlie greatest deflection, but its t^uaile mtieiigib
I'vliiifn with the highest tensile Ktrength had a tbnieting elress of
w\ a t»-iM|(njf srr.-iif.'-th. per Hfy. of 979 [Duiids with 0.(1 defleotiixi.
■ ■" ■ 'va4 also lowf^t io thriistinc^ and bending, but
leii which Rave .31 detlPcUoii had T. S., 19,188:
■ .Vll.
* ii»iin^ ■ -; teiinile Btrengtli, 10,41(1 to 81,1552; tlinwllnir
'liliiviif i , )i. 53.5(K to i;i3.0.'JI.
id^I Ir-'i f IS pieces tut from chanoi*! Irons. T. 9.
"p -<iiiurH tncli; conir. of area from 3.8 t« .13.5 <.
-.'.5 %. The fractures ranged uU the way from 100 Jf
lie. The hieh'-sl T. S.. 5iJ.Hl. with S.I J contr. and
t illliie; lh« iowwt T. S.. -lO.tWi with 3.8 cniilr, and
illine. All the llbrous irons, showed fruiii li'.a to
.ntr. aud T. S. from «,l«i to 49.lilS. Thf llbrous
'i nil leii>ilo strenirih niid hiRh diiotihl.v. The
• T. 8., IiirUiwi to lone.st. and low diic'ldity.
. . Three roliel bura iVii inches diauieier; ten-
■ ...-'xl; iiitlrnale, ,V)>;ri i.. .'d,9(K; contraetion, 44.1
' iJ -1. Three liamiiiei-ni bars, JW inches diameter,
'dtim.ite, Wi.HUI tn Jfl.'&q: foiitraol ion. 'JO.? to 48.5;
'. ." ■ .-. -. Fraclures of all. inO per cent fllirous. lu Uie bam-
imiiiB l.>i\i-<i r !^. «-«s accompanied by lonest ductility.
Ba.ni, VarluUMi -Of a Im of W) bars "of various siz«>. some rolled
■ -led itliealiDve I.oft-moor liars included) the lowest T. S.
■■^ poiui U jier square inch, wan shown by the Swedinh
i inch-s diameier, rolled. It.i eliu;iic limit wu« 10,150
in <W.T J and extension ti'.7f in 10 inches. ItwaKaliio
'' all ihe barx lexied. and uas 100 :( fibrous. Tlie hieheigt
. with ela.<lic liiiiit, a»,40i>: contr., 30.0; aud ext.. S4.3)l,
[•"urn ley " ?-inch bar. rolled. It wa.s alsfi 100 S llbrnus.
V 2.<i < contr., aud 4.1 f ext., whs shown bv a 3!14-iuch
tii.>ut brand II ob«i bad the l.iwesL T. S.. 40. 'iTH pounds,
.^tic liiidt. aa.TO") poiuid.s. Its fracture was ai S ciyslal-
ivo bars showiutc the lowest T. S.. one wa« the most duc-
;he least dnetlle in the whole series of HO bai's,
■"'■'y is accouii>anleii by low tensile strenjtth, as iu th«
nh-y b^rri siiowed a coiiibliiaiion of hi^h dnclilitjr
.«..i. ) ..i;;las'i«, Iron. 17teMU:aTer»ge,E.L., 30,430; T. 8.,
tr . ;tit ,'): eir. it. in in.-ht*s. ■,':'. R.
B Anchor Voriging*, Iron.— 4 teals: arerage, E.L., 33,895;
1.0; exi. Ill HI ii.chi-s, a.>i.
' iieHe two irims in contrast to show thedilTcreuce between
i. The broken anchor ninturlal, he Mtys, is of a most
- I. -NT mid a disif r.ice to any inannfaclurer.
*lat« Clrder, -Tensile tests n^ pieces cut from a riveted Iron
r iweiiiv ve UN' w<rvice ill a railway brIrtKe. Top jilate, aversBB
I. I .,■.,.,11: T. S, 40.H06: contr nil; ext. in 10 inches, TjJ.
I I l.'Sts, E. L . .<ll,aO0: T S.. 44.W8; Ciillr , 13.3; oxt.
liit«, nveraee of 3 test;*, K. L., '-•H.OOO; T. S . 45.009;
, .ii-hcs, Kit. KractureH all tlbniii.s. The results of 30
liil.'i.'i.t piirts of the t;irder prove that the iron hag undergone
i..i-iii^' iwenty years of use.
I -Si.x plates 1(W Indies Iihir, "J inches wide, thlcknef<.s varl-
ch T. S , r.:.,485 to BO.SOB; E. I. , 89,000 lu M.-.tlO; tjontr.. 5J.9
,. iio lfl^r.
Ik« liink". -40 links from Hamni«-rsiiiitli Bridge, 1888,
I
I
c
STREXGTH OF IdATERIALS.
I-
ATerage of all
Lowest T. 8
HiKliest T. S. aud E. L.
Lowest E. L
Ureat««t Contraction .
IreatMit i:xtensloii...
raft Coalr. and Ext..
67.284
tO.TH
7S.Me
64,044
68.745
6e,seo
69,980
S8.S94
M.030
44.166
33.441
88.118
86.TttS
S9,01T
ao.i
31 .<
34. T
sa.8
40.8
6.0
8
i
14.11^
IS.M
1«.42
n.a
IS.M
1T.78
6.63
;The ratio of elastic to ultimate strcnKtb rangpd frotn ao.6 to flK.t]
terage. &6.9 per cent.
Extcuftion in lengths of 100 inches. At 10.000 lbs. per rq. in.. .0
mran, in.'O inch; ai ^.000 \b* per »q. in. .040 to .OKI; mean. .0^
.'W.OOd lbs. per sq in.. .003 lo.irO; mean, .000; Ret at 30.000 pountlt |
0 to .0(U; nieau. 0.
TJie lurau extension between 10,000 to 80,000 lb«. per so lu tncr
larly at the rattf of .007 inch for each 3000 IIm. per so. In. incmneiit <i
niR corresponilB to a niudiiliiH of elastieiiy of 2!^,.%. 1,4.'0 T)ip l>-a«t I
[ estcnaioa for an increase of loatl of '.i>,0Wi lb«, per mj. In,, 08S la
indR to a modulus of cla»licit}- of SK>,T0!>,'231, and the KfeatesL, .Q
n niiMliihikof .-ifl.SlS.TSO,
Steel Balls.- Bending tests. 5 ft^t between nipporta. II It
11k T'.' |ioiind» )ier yard, i.tii iiiches bigh.
ElaKtic stress. Ultimate Bti-ess. DefiecllOD at 60,000
rounds. Pounds.
34,S!oo fio.seo
88.000 56.740
32,783 AO.SOS
'AH uncracked at 8 Inches deflection.
Pulling tests of piecex cut from same rails.
Ultimate
Pounds.
tier so. la.
83.110
40,900 77,890
of rails
tun of rails.
Elwttic
Stress.
per^^in.
Pounds.
3.«4lna.
3.76 "
3.53 "
Mean results.
Comraction of
area of frac-
tur*.
I9.9!(
80.9^
eel Tires.— Tensile tests of specimens cut from steel i
KkDPp SntSL.— aae Testa.
B.L.
41,700
T. 8.
110,079
104,112
90..ia3
Oontr.
3I.B
tt.S
4iA
Vicuna, Sons & Co.— TO Testa.
T. 8.
iao.78g
101,984
87,697
CoDtr.
n.a
17.6
«4.7
oorrMpoDdence between Krupp's aud Vlckora' ■
*' and elastic limit, and thflr irn-at dllTeroticv in <
The fVactures of the Knivv steel averaeevl 9t ^ _
uiar; of the Vlclcer ii««\, * v« ««^^ WW3 .111 vw <
EXTRACTS PROM KIKKALDY 8 TESTS.
[XlM.-TenalIe lests of specimHiis cut from 8te«l axles
rinuT Shaft akd Axlb Tree Co.— 1ST Tests.
Ext. Ill
E. L. T. S. Contr,
49,t«0 !«,IIU» £11
3U,!!«7 r-J.OW 38.0
31,800 SI.SW 84.8
VicKERs, 8o»» 1* Co. -l*i Tests.
99
6 ioches.
ISP
■.a.6
8S.8
E. L.
M.SOO
ST.ttlS
ao.eso
T. s.
M3.7UI
70,K2
Conlr.
1B.D
41. «
4B.0
Ext In
6 iljches.
13 »
ar.a
mmgf fracture of Pnlunt Shaft and Axle Tree Co. steel was S-S jH-r
Uj, 117 per cent ^ranulur.
Mtfage fracture of Vicken*' steel wok 88 per cvat «ilky, K per cent
9 of specimens cut fi-om locoiiintive crank axles.
VicEKSS'.— 88 Twin, 18;».
E. L. T. 8. Cootr.
26,700 68,0S7 ^.3
84,146 S7,S£2 32.9
81,T00 80,195 58.7
VicwEiia'.-T8 Tests, 1884.
E. L. T. S. Coutr.
27.000 64,87:) 27.0
!83,57S 69,«>7 S2.7
17,600 4>,UI» 3S.0
FaiBD. KBfPP,-43 Teatu. 181*8.
Kxl. in
9 iMclieti.
18.4
■it.O
30.2
Ext. ill
5 inchi:«.
20,8
■.!5.e
JJ7.3
Ext. iu
5 Inches.
.'U3
3d.6
I
■ E. L. T. S. Contr.
■ .... 31,050 mi,8e8 48 6
m- ... S9.4M 61,774 47 7
^ ... ai.a.io M.ira sc.a
'1 Propeller Sliafta.— 'rcOK'li^ teiits of pieces cut from two shafts,
I'f (..111 t«.«ls uauii. U.aiow !.liuft, Whitworth. T, 8,, ttl.vtiO; E. L„
lotlr., W.S; ejct. In 10 inches, -JH 6. Solid Shaft, Vii-kers', T. 8.,
K U, aM2.T; conti- , il.4; ext. in 10 inches, 30.7.
lUiiig tents, Whitworth. ultiiiiutu, 56,201; eluslic, 39.300; set at 30,000
Wpwcenl; set at 40,000 lire., 3.W per cent; set m 5«,0tiO lbs., 3.8V iwr
WlnittBsts, VIcker.V. iiltimnlc. 4t.lM«; elastic, 2a,'j!i0; set at 30,000 IhS.,
f wj't; s.'t at lO.OX) lbs.. 4.69 [wr cent.
"'"gsuvnxlh uf tliB Wliit«i.itli tlinft, mean of fmir ti-sls. wnn 40,054
'■"V"""! iiicii, or fi6 3 |ier ceiii of llie piilline Htress. SpeclHc gravity
"iiilir.irUi steel. 7.H«7-. of the Vickeis'. 7.B."itl.
"•IS StecL— Unlonipert'M. fi lests. overak'e. E. I,., 07.016: T. 8.,
. "u.ii.r . S7.t; ext. iu 10 im hep. 10.6. Sprlnir steel iiaieiii|iereil. 15
"«■«««', E. L , :».783; T. S.. OH.IIH); conlr.. IS.l ; ext. in U> liicliea. '-"O 8,
t»o luti were shipped for the some iiuipoBe, vl»., railway earrlaRW
inn.
■' Cagtlnmi.^4 tests, E. I.,., 31.816 lo S.'i.SflT; T. S.. M.OeHtr. B3,(M0;
'''Tin ,.=..M; ext., 1.45 to l.Vl Kole the grent vnriatioii in ductility.
«lof 111- hiijli...;! strength wns also the iiKwt thictlle
'"led Joint*. PuilliiK Tcatn of Rlvetcil Stoci Platea,
Trtple Riveted Lap Joiiitf, iTlaclilHC Btveted,
Holea Drilled.
»ldth and thifltn .t*. Itu/ic.s :
'■■>"< .aa is.ao X -oi ji.Ts x .Ti
"sw .lei-rioaaJ nn-n square inches :
iST5 e.ea o.ies
auda :
833,040 4S3,taO
12.35 X 1 .01
12.378
688,000
14.00 X .T
I
I
I
I
SOO STRKXUTB 0)< MATEIUALS.
Btress peir 8«i(iAre liich of gross area, joint :
59.038 M.Vi 46, 178 U,6X
Stress per !>(|iiai'e iiirli of plut<;s, .soliil :
70,703 «5,:juy ei,(eo 6i,a«
BnUo of sltieugth of joint Ui tsolUI plate :
8S.-I6 7«.83 78.09 SS.Sd
Ratio net area of plate to ^oss :
73.4 tiS.o 6i.7 51.T
Where frac lured :
plat« at, plate at plate at plate at
holes. holes. boles. holes,
Rlveis, dijlin«ter, area and nuiiiljer :
.45, .159, 'H M, .Ss:], Ul .9fi, .708, 18 1.06, .»16, 12 .Mj
Rifets, total area :
3.8ie C.T4I 8.496 :O.09S
Strength of IVolds. —Tensile tests to determiDe ratio of atn
weld Co solid bar.
Iron Tn Babs,— S8 Tests.
Strength of solid bars varied from 43,901 to SI
Streiith of welded hars varied from 17,616 to4<
Katiu of weld to iiolltl varied fi'oiu 87.0
[RON PiJtTKs.— 7 Tests.
strength of solid pinle from 44,861 (of
Strength of welded iilnte from 86,44tto9
Kiilio of weld to solid 67.T
CBAtv Links.— 816 Testa.
Strength of solid bar from 40,lStoS
Btrengaiof wcldetl liar from... 38,575 to I
Halio of weld to solid 7S.I
iRo.s Bars.— Hand and l!3ectric Mochloe Weldeti.
S3 tests, solid iron, averaffe 6i,*ii
17 " cleetri- weldetl, tiverage 4(i,H3iS n
19 " band " " 4a,tiW
SrUL BjtRB JiJUD PlJtTKS.— 14 Tcst*.
strength of solid M.t)l
Strength of n eld ffi,aSl
Ratio weld to solid ,-, Oi.1
The ratio of weld to solid in all the tests ranging from 87.0 to 9&.4
i/f the great variation of workiniinship in weldltig.
Cast Copper.— 4 tests, averaj^e, K. L., fiUOil; T. 8., S4.78t; ixt
ex t.., 21.8.
Copper Plates.-.Va rolled. t!2 texts, .26 lo.7o In. thick: E. I.
IS.eaoi T. 8,. ;W.l)iH Ui Sl.aSl ; contr., Jil 1 to 57.(1; pxt.. .Itt.W to ^Z
riation in ela^jtic limit is due to difTerenee In the heal ai which t
were tlnished. Annealing reduces the T S. only aboni UK*) puuiittt
K. L. from 3000 to 7000 pounds.
Another sorieii, .38 to .M thick: US tests, T. S., 29,0M to Sl.UiM; «(
to 56.7; ext. iu 10 iU(.-Ues, Sy.l to 4I.S. Kote the uniformity t
»tr>'njttii.
Draivn Copper.— 74 tests (0.S8 to 1.118 inch dlameler); T. Sw,
^0,"h^T; contr., 3; 5t<iei,l: ext in UI iiuihes. .i.S to 4W.V.
BroMze from a Propeller Blade.— Means <if two t«ita«
eentrc and rdfie. Central portion i«j), gr, H.SJO). E 1^, 75,^; T. •
contr.. -.Vi 4: ext. in 10 inches, $1.8. Edge pon ion (sp. gr. XMi). X.
T. S.. .'Ki.lMIO; eoiil r.. 37 8; eJCt. In 10 inches. 47.».
Caat German 81lver.-ia tests: E. U. la.ioo to S9,100:
40,5)0; <!ODlr.,3.a to 31.5; ext in ]0 inch j, 0.« to 10.2.
Thin Sbeet Bletal.— Tensile Strenglli.
Mvpr, a lots
:"is
I
,«lot« _
». leuglhway 4C'U1
, oroMsway a0.taB
4»jm
'M»¥/»f .....i mn ^ W>jMi
r
EXTRACTS FBO>I KlUKALUY S TESTS.
Wire.— Tensile Streogtb.
llril»er.5lotg 81.735 (oM,!
,iiot re.om
||4nwn,41ot8 ai.intooa.i
b driiwn. » lut8 Srr.Wr tn 4(I,4IH
■giealrd, 3 iQis , :^l,tnu to 46,210
■Bother lot), 4 lots 3S,(KW to 64,180
lextftisiOD 36.4 to 0.6f).
ou 68,S46 to 97,B0e
lenaioD 15.1 to O.TK).
W« 108,374 to 818,8«8
eeIofSIS,823T. S. was .047 inch diam., and bad an extension of only
eol: tiiat of 103.272 T. 8, was .107 inch dlani. ttiid had an extension
r cent. Oou lot uf .044 iuvti diam. bud 3U;,114 T. S., and S.v! p«rceu(
fl'tre Bopes.
Selected Testa Showiu^ Ran^ti of Variation.
ilMd.
3:.
Ml....
i
9d..
lUed.
iiz«d,
Bd...
ed-...
1.1
p-g
7.70
7. a)
6.3H
7.10
O.I*
II. 1»
4.9e
K.3t;
4.8i
8.0-%
3.N1
a.f:
4.11
3.31
8.02
S,«K
2.87
8.4«
1.75
S.iM
1.78
M.OO
.'.3.10
42.. -X)
40.40
10. as
•jo.Me
1H.01
n.no
I'. 21
11.12
7.27
5.4a
s.so
a.72
1.65
StntDcliii.
=1
"o£
C es
or"
32
Z::
Z^
3;:t
Xi
a;j
6
10
.1.W3
7
I!)
.1405
7
I!t
.l.'J47
«
3(1
.KOt
7
)0
.vm
I!)
.I'jiii
U
ao
.07^8
fl
]•.■
.not
0
7
.;iili:j
6
111
.n:.vi
7
1
.i2i
6
7
.l*S
6
r.'
.0«l
C
12
.Otis
«
7
.10.1
6
U
mKVi
«
I J
.O.i(iO
<t
lU
-0472
6
.(Wl!)
0
Ikl
.(W7>i
6
1-J
ii;iOo
Hemp Core.
Main
Main and Strands
Wire Cure
Moid niid.Sirauds
Wire Core
Wirw Core
Main liud Scranili)
Sluiu Hiid Strands
Muin
Main
Wire Cure
MulM
Mnin und ^st^ft^^ls
Main and Kirauds
Mil In
Muln nn'1 Sironils
Mum nrid Strands
Main anil ^trujids
Main
Miiin and Strands
Miiin
30i_
08,B78T
I
2 M •
III
830,780
314,880
205.920
272,750
268,470
221.820
190.890
l*>,5fi0
12fl,7I0
110,180
101, 440
98,870
73,110
».0D5
49,SSS
41.a06
3^,SS5
2«,075
•i\.5sa
90,416
14,tiS4
>p«ii, Untarred.— IS teMn of ropm from 1.E3 tii 0.90 iuoliea
>, weifccliin*; 0.42 to 7.77 ijouiids |ier fallioiu, sliowed an uUim-
I of frini 1070 to ;W.W« ponnd.s, tlie stronglb per falboni wi^JKbt
Bi a«72 to r>.'>31 pnnnilK.
topea, Tarred, -IS lesl.« of ropes from 1.44 to 7.12 inchea
ce. Wfiiihing from 0.38 to 10.38 pounds jwr fiitbom, Hhowed an
. enjftli of from UIIO 10 3I..VI!! jM.iin.is, the strength per fathom
^Injy from 1767 lo 51411 pounds.
DBopen.— 5 riipes. 2.48 to CM inolie.'»eircninffrencis, 1,09 to 8,17
} rallioiii. StreiiKtb S0H9 to a3,2,TS pounds, or 2474 to 3340 iiounds
WelKllt.
ItopcB.^Js tents; 1. 10 10 8.90 ini-lies ciivumfereiice, 0.20 to
(XT fuilioni. Strength ViiO to Oa.a.'iO pouudD, or 3003 to 7.WI
jin weight.
I
I
1
I
303
STRENGTH OF MATERIALS.
t
I
I
Belting,
No. of
lots.
11 Leather, single, ordinary tanned
4 Leather, single, Helvc-tia .,.
7 Leather, rtoiihle. nrJinary tanned ■
8 Ltfathi^r, duublo Helvetia
6 Cott<in, soUd woven .,.».
14 Cotton, foldeJ, stitch«d ...4
I Flax, aollJ, woven ..
1 Flax, folile<). stitched
6 Hair, solid, woven ...
U Rubber, solidi woven
Oanvaa.— 3.b lots: Strength, lengthwise, 113 to 406 pounils pr
orosBways. 191 to 46S voiinds per Inch.
The grade.i are niiiiiiifi-eil 1 to 0. liut the welglita are not gives,
Btrcnsftlis viiry eonstilprubly. pven in the liame uuniher.
fflCarblen.— tYiishiiie sttri'iiECh of varioiw marhli.'s. 88 te«tl^ ( I
SiW'Ciuien-^ were C-iiich eubey, or eoluiuu^ 4 to 0 inclivH dlauieter, ull
12 Inches hi^h. Range T54v! 10 ViJM ponnds per square inch.
GraQlte.- Crnsiiiuii; strength, 1" h-sis; square oohinins 4X1 »aH
4 to 'ii inolii-s hlt;)i, 3 kinds. Crushing Hlrengtb ran|;es 10,081) U I
poiiudR per sqniire inL'h. (Very uniform.)
Stones.— < I'roUably samUtone, loeal names only given ) II UM
tests. 6x6, coUimnfl Vi, 18 and 'J4 iiii-he.s high. Cru,-<hlng .strenirtb B
from 2105 to I8,rJ2. The strenKth of the coliitiin 84 inches long it t*"
from 10 to MO [wr cent less lliun that of the 6-iuch cube.
8lone».— (ITobably suiidstoiiei tested for London lE Nurihivrstrin
way 18 lots, 3 to 6 learn in a lot. Mean results of each
87S5 to 11.1)58 poiuiiis The variutioii is chiefly due to the s'.
different lot.n. Tlie dlffereni Kpeclmeus in each lot gave ri -
erally agreed within ;J0 per cent.
BrlctcH. -Crn.xhing Ktrength, 8 lots; 6 tests in each lot: ni«a V
ranged from 18;i5 to 9209 pounds per square inch. The maxlmnffll
in the specimens of one luc was over lUO per cent of tiie lowecL
nnlforni lot the vaiiallou was let^a than 20 per cent.
Wood.— Transverse and Thrusting Tests.
Pitch pine...
Dantdo fir...
EugliAh oak. .
American white
oak
Sizes abt. in
sqiinre.
11HI0 12H
IS tola
4>4x la
Span,
Inches.
144
144
I'JO
ISO
DItimBte
Stress.
Demerara greeiiheart, D tests Ithtustinj;) 'l^S
Oregon pine, 3 teHl<s M^^
Houiluras mahogany, t tetst ...,.,,. — "*
T'<baN(;o maliogiiny, 1 test --^
S'oi'Way spruce. 'J irstd MB^j
Iraerlcan yellow pine, 8 teste SC^B
Cnglistb a.<ih, 1 teat '
.-rr^i-nl, -(Austrian.) Cr08S-«Mt,tCkns of spedMf^
■/i/.v ; cubea, 3x8 iitches tot VbtvoMikCX "
IBCBLtAXEOUS TESTS OP MATEBIALS.
303
er impc'riAl bushel : residue, 0.7 per cent with steve 3M0 iHMha
ijch; 38 8 per cent, by VQlumt! of water required for miztng; Hint,
dity^; 10 t«fsts to each lot. The iiieao results Id lbs. per Kq. In.,
1 C«>tnent, 1 Omeni,
3 Sand, 4 8aod,
Thrusting. Tbniatloe,]
407 «8
4W 2?5
.^94 S8S
Id 0«ment. —Various gamplee pulliag tests, 3 X 2^ lucbes
n, all a^^d 10 days, 160 t«ats; ranges 87 to 64ii pounds per square
Oment
Cement
1 Cement,
alone.
alone.
2 Sand,
PuIUqk.
TliniRliiig.
Tlirustlng.
376
IIOIO
893
4>»
3343
1023
451
•■J734
lira
TENSILE STBENGTK OF WIRE.
(EYoiu J. Buckiiall Siuitli'!) Trealiiie uii Wire )
TouH per sq.
.In, isectioiial
area.
aled iron wire — i5
Irirawn S5
Heelwire. 40
KH-Mariin steel wire 60
iditio (or '■ intiproved ") 80
l-steel "improved " wire 100
'cast-steel "plouith" ISO
.oalltiesof tempered and improved casc-
*1 wirrmay attain l-V) to ITO 330.000 to 3S0,900
:LL,«NE017S tests op in.\TERl.\IiS.
I of Work of (he Waterlown TeNlliig-inachlne tit
1883*
i OF RIVETED JOIST.S, IRON AND STEEL PLATKS,
Pouuds per
*q. ill. see-
tluonl area.
6<i,0<W
7H.lrtl
89.«lK)
l94,(Hil.i
17«.«I0
£24,000
888.600
%
ll
-i
6
J^S^S ?- 5
if"5ii^
£§■2
w
i
^T¥
^
"iojT
«
m
3fl,.'IOO
47,lfiO
47.0 t
mi
6
4I.O0O
47,1H0
49 Oi
■,P
13-18
10
h
s
8.'..6M
44,615
45.6 1
18-16
10
^
8
S5,1.W
44.fil5
44.0 t
■ iHo
U
10
.1
8
4«,:Min
47,180
5tl.O 8
■ i;"
10
6
3
48 875
47.1 HO
no. 5 (
"i
1^18
10
5
S
40,41)0
44,«15
50.4 i
13-18
10
5
8
46,140
44,615
09.3 S
1 1-16
s
4
■^
44,300
44,(a5
57.3 i
1 1-16
4
3^
43,a'i0
44.M5
M 0 i
I 3-16
i
*) 0
4S.:tlO
4l)..'i»0
52.1 i
1 3-10
ii.g
4
%.^
41, 090
4^i,.^90
51.7 t
18-18
lOU
101,1
g
m
01,270
53.330
59.5 t
59 1 i
40.2 i
13-10
0
m.
60.«30
53,330
1
10
6
2 '
47..'>.S0
57,315
1
10
5
%
49.810
57.316
43 8 ;
^
10
fi
3
ua,':7rt
5.3,3-10
71.7 t
10
8
2
ei.aio
Wl.»:til
6(1. B 1
^^B^'IO
1
10
B
U
6!*,«S0
.'.7.3 1 5
IS7 1 ^
^E'^ift
I
10
5
S
6«.7l0 , h-.'nh
Bft.O f
^B
13-16
»H
4
-^
62. ISO W.44S
68.4 1
K^
1 1-16
B^
4
<j!l2
«a..'.90 53.415
03 8 i
1 8-16
10
4
^^
.M.ftW 51, BIS
] S-»«
10
4
ais
.M.SlX) f.l,&«k
yftii
I
I
i
faced.
i iMp-joiat,
I Buit-I
^04
STBENGTH O? MATERIALS.
Ttie eCacleuoj' of the joints l8 touni by Jlvlilittg tlie maxliL,
rtiAs on tlie gross sectlODOl area of plate by the tensile itnutM
aterlal.
COMPRESSION TESTS OF 8 X 3 INCH WROCGHT-IRON
1
tiOliKth, inches.
au ..
80...
MO..
150...
180...
Tested with Two Pin Ends, Pins
I^ inch in Diameter.
Ultimate Com-
pressive StrenKth
poiiuds pf<r sqimri'
ineb.
■( 31 .9iKI
I 2U,3I0
1 2t;,6«
I •.;4.0:JO
■| a>,aiH)
( )0,.ViO
■( !7,S40
( 13,010
1 I5,T(»
Tested with Two
Flat Ends, Ulri-
mnte CoinprffW-jvp
Strength, pounds
per ftt'jiiarw inoli.
iao.T8o
"I 2,'^.580
J 23.010
|£i,46U
Te»t»^ wB¥b
Flar ■ ■ "
St I
per
■fii:;iri. t"^
r square UH
^
tJlt. Coinp.fi
per gq. la., u
Tested n-lth two pin-
ends. L«netliof oars
120 Inches.
TENSILE TEST OF BIX STEEL ETE-BARS.
COIIPAREO WITB SMAIX TE8T INOOT8.
The steel was made by thf Cainbria Iitjn Company, and the ere ,
Bade by Keystone llridge LViinpaiiy by upseltioK mid hnmiiierinff.^
aiis were niadu from one lni;ot. Two Kwi pii'i-es, *^-lneli round, ro'
I test-iui;cit , gave (.'loKi ic ilinit 4t),(M0 and 4J,'J10 ixiiiiids: l«nHile
1,150 and 69,470 pounds, iind elnnputlon in 8 incUes. v*.' 4 .. i..i v. «
Bspectively. The ingot from which the eye-bars Wt-r.
juare, rolled to billet, 7x8 inches. The eye-bars weri-
Jnemical tests gave carbon .07 to .30; mauKanese, .61 ;. ...,
.Vii to .09«.
Oauged
Length,
Inchea.
160
180
too
iMO
8U0
aoo
seoo
Elastic
limit, Ibti.
per sq. In.
3T,4i«
38,650
«T',fl66
a's.Bio
33,-J30
37,tH0
Tensile
Strength per
aq. ill., Ib«.
67,800
61,000
71,560
08,780
65,890
64,410
68,890
(TT»e average tensile strength of Ibejl^-inch test pieces «asTI,ai6j
lli»> eye-ltaro BT WM) Uh , a deereane of 5.7si. The arcnure em*
'■'•'! '" ".'Mbs, ihjit of the eye-lwrs 36,108 fts., »<
r the test pieces was <ii.i% of llto tUtll
-of ib« uliimate strengUi.
MlSCELtANKOrS TESTS OP MATKKULS.
aON OF WROUOHT-IRON COLUMNS. LATTICKU BOX
AXD SOLID WKb.
ALt. TBSTCD WITH PIN EK08.
I
Ojluiiins made of
kdiaoDel, solid web.
k
BeU, with &-I6-in. coiillniious
ir+i cotilinuous jilatrtt and biirIos.
-s, la in., I ID. anil 7.3.1 iii-
.(•>ns plates »ud augles.
.-. ,Je
ilmuiiHis Imticed
HiHfk, lattiued.sweiltid sides.
iciwnnels, lalticed, swelled sides.
«* ■* u It
lb€ih*Boel8. latticed one side; con-
HM plBle one ftide
:b cTiatiOpI^, latticed one side; uon-
>!» filatg ooe »lde
10.0
15 0
20.0
•30.0
ac,8
SC.H
26.8
13. a
20 0
a«.8
la 4
•XI 0
■x.s
168
25.0
16.7
86.0
25.0
SS.O
c a
P
^ -
— -- aD
fe = o
1^'
n.881
t».9rr
».7(e
i6.sai
1«.H1
]9.in
I6.1C8
20 054
TtHI
7,oe4
T.517
7.702
11.941
19 17.^
l-4..V,fl
ii.tni!
\'Mi
17.W1
4»!
»M
753
l.SOO
1,840
1,765
2,iM8
67B
934
l.SOO
684
rat
I.S80
1.470
1.IK0
1,.MD
1,90S
Lsar
, ?.a
2e,ifit)
' t;nivlty of uliaunel bars atid coiilluuous plate, I.<
'^^ of chHDiiel bArs.
iiUt* of gravity of cUaiine] bars.
EKFECrr OF C0I,1>-DR.\WIXG ON STEEL.
silu bars nnd two compresHioii bars, out from Itit* same bar
bI, from the Norway Steel nod Iron Cooipauy:
TeDRlle
RtrL'HKlh per
s<|. lu., lbs.
i orijTlnal hot-rolled bar. lengtli
. dlaiiivler 3.03 inches. UaiiRed
llnches 65.400
.1 IK ...iiiifirfuvin^ilipsfone
t li ail incbea. 70.4i)0
>n clit'Rtone
_ .. .-..^iUiOiucUes. Sl.SdO
C<MTiprp«8. Amount
8tr«-»8. lbs. of Coiii-
per Hq. iu. pr»iis.. In.
\ test of cold-drawD bar (game
Irf-UKth 4 lochesi, iliaiiii'tiT
, 7B.nOO .0508
tft»No. 4...,..., .^... ;5,000 .OiTB
Elougo-
tion.
p*r cent
ihc'th had iUiimetei^ k
> 1.813 tnvbeK
■ifiiavil la (lie Middle to
306
8TRKKGTU OF MATEBIALa
TESTS OF A3IEIUCAN WOODS. (Bee also pa
In all cases a Inr^ iiuntbvr nf t«st3 w«re made of each '
and maximum results only are (tiveii. All of ill* test speci
tlooal area of 1.57a X l.STA inclic"^. The irtitisvt^rse test Kpe<
inches between supportx. iiiici the coinprePKire teRt npec
incites long'. Modulus of njpture caicitlated from formul
load III pounds at tbe middle, I = lengtli in inches, b = bre
Name of Wood.
Trfttisve rse Tests.!]
Modulus of
Rupture.
Mtn.
Oiieumbftrtre«(ilf<ion(ilra acuininata)..\
Yellow poplar wlilta wood {L,irioden-\
ilfiiK lulipi/eray I
Wliit» wood, Bassuood {Tilla Ameri-
v(ina) I
SuKai'-niaple, Kock-maple (Acer me-
viini'iiiHi}^ -.j
R<» I maple (/Icernttriini)
IjiCust (i?i)iini« psrtidti/rdcia) ]
Wild cherry (/Vikiiui iwrotina) ,
Swuet Kum (Liquidainbnr »tl/raciflua) . .]
Ikigivood iCornti3jlorida)
Souricuni. Peuperidf;e {yi/fsa ipltxtllcai.,
IVrsimmoii {uioipyroa Virginiana). ...\
White ash < Fraxunii Americana)
Sasiuf ras {Sassafras offlciniile)
Slippery elm (t'/miui/uiua)
White elm ([7/»ii(ji Americatia)..
Hyuamoru; liutlouwood (.Plat anus oeet'
tteiitiiUa).,..
Butteruut; white walnut (Juglafi* ci-
ueieai
Blai:k wAlniiUJuqlatis nigra)
Bliellbark hickory ^Carya alba)
Pleiuit (C(iiv/i( ijinrina)
While <>al( {Qiifrciu ulhn)
Hed oak (yHtrciis itibivi)
Bliick oak {Querru-i tinelorin)
ClfSLiiut (CViJi(riii«ii vutgiiiit)
\i»xb(}>iign» /rrrHijinf ii)
Ciiiiou-bircli, paper-birch iBetula papff-
I'aetti] ...
C'ottoiiwo<Kl ( Piiimlnn mnniUfern). . .
White eedar ( T/i iy"<i oceiitenlalis). . .
Ited cedar iJunifyrrns Virginiatui}.
Cvprens iHnxttitiuiti DM i chum),,.... ,
White piiiH O'iiiHH strubuji)
Spruce pine ( Pinuti yliibra).,
li'iiitr-lenved pine, Southern pine (i^iiua
ttttlnairU)
White sprupe iPicen alba'
Hemlock {Ttnya CnnadentU)
Red flr, yellow fir (Paeudotmga Doitg-
Uuii)
Tamarack (Larix Americana')
7,i«
6,500
6,780
e.<ao
8,610
12,«»
8,3IU
7.4T0
10,190
9.830
10,91110
S.6S0
6,180
io.iao
B,8S0
6,780
4.700
8,<00
H.8ro
7,010
0.780
7,BO0
5,0.-)O
l!i,8.V)
11,710
8,890
6,HI0
5,040
9.580
5.610
8,780
9,a!»
8,900
7,590
8,eaft
10,060
Max.
18,050
ll.TM
ii,sao
13,450
81,730
16,800
11,130
l<l.a60
i4.sao
18,»W
15,B0D
10,150
13.958
15,070
11,S«)
11.740
i6..iaa
90,710
19.430
16,«I0
18.870
18.4S0
13.870
18,S40
17.610
13.430
9.590
1B,100
10.080
ll,.t30
10,II«0
21,060
11,660
14,6flO
17,990
16.770
H. V. iMsa In American Engineer and RiiiilTo<id Ji)Uii\^
JSOa, JeacrilxiB an extensive series ot expeT\nw.nV* ou«
»oa Bteel bHra in sheari ng inachiiiea . Some ol XVa x«iN«
CHAINS.
30(
ntmn nt pi>int of marimtim resistaooe for aotl sCe«l b4 _
lit T»ri«8 with the thickness. If cf = <if\tlU ot
d = .3/ for a Hut knife, ei = .25 f for • f Iwri-I
-= bevel knife. Theulrlmati? p" r inch
! Iiroxiniatfly 50,000 Ibfi X <. -oo-
■li width of st«?el bare is, a| , • : I"
-■-w. ]»i". a;*): IJs". *S00; the •■u< ■ ■ ■.-!!'«
the Utlckness. Iron auKles feiiiui.- n. ■ ".• n.'v
he Minio ste«; steel breaks while u i : .- ' '•
1 siefl the resistance per gquaif ii^cli iw n-cmu-
iin 110(1 lbs. to 'JO.SOO Ihs., dfiwndinic partly iin<io iijt
, '11 the sine of its cross-area, which latter element
mil iiiillcat*« the temperature, as tlie Kinaller (linietiulona
Bfiiilerabiv irmger tfnie to r«luce them down (o size, which Hme
I lOKS of hi^Ht.
r>b«blo that the renlatance In practice can be hroiiKht very
• l.jwe*t figures herf g-iven— viz., 4-100 lbs, per square inch—
of UOO Ihs. will lieucefortb mean a considerable increase in
I and temperature.
DI?JG-P01¥F.B OF BOIL,FR>TrUKS EXPANDBD
INTO TITUE'SHEUTS.
riuMii.i by Chief Engineer W. H. Shock, U. S. N., on brum lubea, 3^
diameter, expanded Into plates ^-inch thick, gave results ranging
Goto M.OOOlfiN. Out of 46 te8tii5gave Hgureg under 10.000 lb«., 12
» W.OOtt ati(i ao.ooo lbs., IS between 20,000 and 30,000 lbs., 10 between
md«.(W) Ihs.. and 3 over 40,000 lbs.
"tawnii tiv Yarrow & Co., on steel tubes. 2 to 2tji Inche.'* diameter.
Wits •.Imlfsrly varying, ranging friim 7900 to 41.715 lbs., the majority
« trim -.liXiiO to Wi.OOO lbs. In 15 experiments on 4 and ."> inch tubes
rAJic.f,,,,..! t>. ,,, .)n -..p to6tl,040lbs. Ueadingihe tube doi-K nni necefc-
r-e, an some of the lower (igiire!* weiv ohmliied
'l*r on Rules CJoverning the Const nn-tion of
,. i.iiK.iieering Congress, Section G, Chicago, 1893.)
CHAINS.
t |)«r Foot, Proof Test mnd Breaking W«lcht.
(Pennjjylvania Hallroad Speclflcatlona.)
Description.
Weight per I
foot, Iba.
^k^-'hain
flre-<loor chain
!< niwiug-gate chain .
Slimckel-wlieel chain.
iBrikechain
!f'r»iif..ehain
[I[rn|i.i.o(iom branch chain,
ijnuie-ehnin
pMp-)xittrini main chain..
'"•"nechalii
8*fe«y "
Crane "
J*l
ritiiia ••
SpeclflcationB.
Breaking
Weight,
Iba.
I
STRENGTH OF MATERIALS.
I
I
Brltinb Admiralty Provine Teats of Cbain CaMr*.
links Jlitiinuiiii -•■ize ill inches iiiid IBths. PiovIhr test i'm
MI'i. Sins: U U \l U IS 1 lA, lA 1,'.
Test, tons: m K'ft HI! 134J ^Hfi '8 SOft •-'21 J »,', .
Min. Size: 1» 1» l'» I" 1" 1" l'« l'» se
Tfst. toiiH: 40i8 ins irjg ruft nr.,'!, snA «'« ""IJ TS
Wrousbt-iroii Clialn enables. - The strmplh of a chi
li»s.« iImm ittice lliat nf n simijflu Imu of ii stvlinnal aiva ti^iiinl to tluU
slili- 'if l:he link. A w.Mit p'cisiM at unt- cud ftml a bDiiil nl tlif r.t)ii»r r
qiiiriuB at Icasr one lii-m, wliioli proiliiops a ilecreaw in ili-
repiirt nf ttio coniinitt**!? of the U. S TcsIIhk Hoard, nu le-r
ami clialu eiiblea contniiis the foilowinp conclilslnjis. Tl.a
when indde of Aniericnn bar Iron, with cast-iron siuds, tlie <iiiil(lr.i
inff rlor lu slreng-ih to ihe nnstudded one.
''Tliftt vvhiMi pi-n|)yr ivirf^ is PX+^rriHwi in the selection of mntprin!. f
lion of Ti to IV per cent of tlit stioug:r>st may be expwtt'il i
of cftbles. Without this cure, the vurlaiion may rise to 2.s !
"That with propr iiinlerial and conBtriicllon theultin
the chain may by exitoctcd to vary fioni IM to 170 per i ■
bar use<l ill making tfie links, »n(l ishow an average of nb"'.
" That the proof lest of A chain cable should he about ."•
iiKimntB resistance of the weakest link.'
The deciens^i of the resistance of the studded below tli? utistuiMi!
m probably ilne lo ihe fact that in the former the sides of the Unit
remain parallel to eiu'li other up (o fnilnre. an llii-y do in 111-
suit i-; an increase of slress iu the Hliidiled link over the i
proportion of unity, to the secant of half the incllnaliou ■>
Toniier to each rither.
From a ereat Kiiinher of tests of bars and iiriflnlslietl cable*, the (
tcB con8ideie<i thai the avcpiige ulliniate leidtnance, and pn:i.if t«nl»j
caijles inaile of the liars, whose Jiuineterii are girea, should bap"""^
shown in llie lU'companjiiiK (able.
ITLTHdATK RF.sISTAXrR AND PROOP TESTS OP CHAIN CAI
Diaui.
of
Bar.
Inches,
1 1/18
1 1/16
11/10
lT/18
1 7/16
AveraRe r^fisl
= m% of Bar.
Pi-oof Test.
PoiindH.
:«,KiO
■4-J.O.i'I
4ii. IC.S
Sl.Ofl
.V..'.I(W
i».:i-'o
IV, i;i'<
•«, toe c
>f t««t»j
1 IH/IC
1 ia/>6
Averajce resist.
= 10^ of Bar.
!*•
STBBNCiTH OF GLASS.
(rulrbalm's " Useful luforinatiou f^r Kngiueers," Sef^ood 8m(
It«<Mt ConinK*n ^
Klinl<iliu«. Grvrnaiaa^Oi
Mean Hpeciflc grravlty 8 078 a.SiB
Mean tensile Klrengtli, lbs. perni. in., bars.. 2,41.1 2.908,
do. thin plates. 4:i00 4.SnO
Mean crush 'k strength, lbs. p. xq. in., eyl'drs. 'J7,.'iH3 WfiJt
do. cll'.ies. I.t.lSU 30,-JM
Tile bars In teiie-lle lesl?i Were alxmt W Inch dianieler. The
%t'ere niH'li> on eyilinlers alioot 1^4 inch dianieler itntl fi
«lid on culteH niiproxu;iutely 1 ini-h on a Mde. The in'
<if );lav<. as eiilenliitecl by Fairbairn fmni a hieaii '>
Ibii. and a inr«n compressive ^trenulb of in.lfiu lbs. [ri c^. Iu.,^
^•upporletl at the euda and loaded iu ih'- middle,
to = 3\VVy,
' M
STRENGTH OF TlilBEK,
309
1 breaViai; weii^lil in 1Ij«.. b = bn^ulth, rl = ijepth, and / = Iniiuttul
tetnal tnsU will probiibljr show wids T*ria>K>n8 in botll •ttrrO'I
lie niofta calculated titreng-Mi.
PH OF COPPER AT HlfiH TSmPERATCRGI).
A'tmirwIlvOi-n.lili'tHtl Mune ^JClM^ritiioms al V<jrt!4lii<>illll l><<ck-
■'■•■• ' • -' r.itliri; on tile lODKilif slrt^M)^U
:"'riin«*utr«J ii|H>ii was in riifig
■ui :io ions per square liidi.
uiL LiAuit" ^ijt-' »> r a'. 'MIC '•! III'." I ^r^wutt;
Mture
fe
TeUKile StreoRtli
JD lbs. per sq. in.
•.a. 115
SS.'IO'i
aa.iio
ai.wiT
T#raper«mre
Fahr.
Atinnftplieric.
4O0»
Wl*
Tenpitr Streofth
in Iba. per sq. In.
S1.10B
k u><nper«lur» of 400° F. the loss of streii^tb was only about 10 pel' I
I ., t..» 1- ,1,., 1,,..^ v/ns IC jitrroi'Kt. The 'eiiipemture of Rtpoiii at
ihm nrooniliip to Ihpse experlnienlK Itiu liiBH
:M not he n Herious uiaLter. Above a tein(x*ni-
. -... , t ■ ,. rioiiBly affwleil.
STRR:«GTH of TllttBKR.
of Loutc'leaf Pliie (Yellon- Pine, Pinitn PnUmtni) from
'• ■'- '■' ^ '■■ — - '>'•• Deijt.of Agrii'Ultiii-e, less. Tenia
UlN-tiii No
,r..|.n.T.r..)
Furewli
l>iv.,
-..■d i.ihle of th>" range Of resiiKp of mechantcsl
-. fripiii iS liee* from four <llireri>nl site* in
i-ent moisliire :
Butt Logs. Middle Logs. TopLofCS.
AT'gOf
aUButt
Logs.
•Ity '0.449 to 1.089 0.ST5 to 0.860 0.4.M io O.KIT
eeMrength.^^' '^.Tttito 16,«)0|7,<H0 tf 1T.148 4,368 to 16,684
ik»l elasl riiiVii '4,930 to LS.llOlS.MO In 11.790 2,5.'i3 Io ll.SW)
»».. ihouK. ll«. 1,119 to 8.nT|],186tO 2.98S 84210 2,697
Hst. roil rente.'
PMsiiTiMib. iu.| O.^toi.OO
vtidwise, sir. per'
lh« . 4,781 to 9.850 R,090 to 9,300 4,BS7 to 9,100
- - .;.; grain.
, in., lbs. I eVRIO a.WI (l-')6 to 1.44.'i 5»l Io 1,706
. I ,'r.':q iD.;8,0Oi) to aLSOOJCS-IO to 29,600 4.170 to 23,-J80
i.-ii)iili IH'lthl
»fi fHTiiq.lii. 4114 to 1.390| .'i3g to 1,!!30| 484 to 1150
1.84 to 4.21 I "0010 4.66
0.767
9.460
1,930
a.V6
7,46'J
i.snR
I7,1»B
Ml Ihe teRt.swt>re an follows :
• nsiln urentrlb ii rHduclionof rnoi>(in'e Ik ac-
..trcnifil], siiflfni'sB. nnil ioii(jrliup«s.
-i Ki-ii<.iiilly Imnilln-liand wiili »i>fCillo ({ravliy.
I in lipii;ht the viiliies remnir. cunslBiil ; ilifriil
I whii'h atnoniils at 70 feet lo 30 to 40 per tent '
li-l with the Kniiii and cnishinpr across and parallel
illy 111. ililTereute wBM foiini.1.
• r cent wedker tb: i
III to rnniisii till- I Mi'iil
•■it onlj can bf num
rM iu no rvapeet Inferior to unblt^d timber.
310
STREKGTH OF MATERIALS.
The flfrnres fur cruBhinfc across the eraln represent ttir In«i1 r
cansB a coinpivssiori of IS per coot. The relative elimt i. ■
poiiuiis per cubic inch of the material, is nhialneci liv
tit iht* plotted-struin iMOKratii ut tb« trnnnvrrM- l«-^l fi-
|k>biit In the curvH at whfeh the rnte of flef)tM.-tU)ii in 50 per iiut <r
thp r»te ill the enrlier part nf thf test where the iliairrAin l» artr
Thfspoinc i« HrWtiarlly chn-ipn since iliere is uodellnlle ' rlasiic
timber as there is in iron. Tiie ''HtreiiKtii at the elastic linil
strength tnlieii at this same i>oiiit, Tluiberis not perfecilr elut
lomi It left on any great lengili of time.
The long leaf pine is foiinil in all Ihe Southern const "
Carolina to Texiui. Prof. Joliiison su.vs ii is prol)al)ly i
In lurite Khses to be hail Iti tlju Unileil iStAtes. In small -
other species, ns oak ami blckurv, may exc«'ed it In ^^r>■ll^•'ll a
ness. The other Simlhern yellow pines, vii., the Cuban, >-h"r
the loblolly pinea are inferior to the lon^-leaf about in Lbe rati*
B|>ecinc itra»itie« ; the long leuf beinft the lieavieKt, of all lbe
avoraKSS ikilnilrleili i'* pounds per cubic foot, the IJuban 47, the
'lO. anil the lubiolly .^1 puniiilK.
Strength or Spruce Timber.— Tlie niodiihiK of ruptiinf
is Kivi'n as folliiWK by ililTeient aullioiii : Halflelil. 990II llw. jht .«qi
Kankine. n,10U; I.,aslett, ims ; Trailtwiiie, 81U0 ; Rodman. CK
wine ailvises tor use to deduct one-third In the cane of linolljr
timber.
I'li.r. Lanza, in SS te»ts of Inree spmce beanui, found a m
rupture from 2995 to 5686 lbs.; the averone beinp 4018 lbs. T
avernife beams, orderiMl from <lealer8 of pood n-pule. Two
aelepted stock, neiuioiied four years, gave T56J and Sr4.S IIm. Thi
of elasticity ranped from 897,(Xb to l.JSfl,O0O. nveraKlnc l.i>94.(M0.
Time tests chow much .smaller rained for lioih modulus of ni
moiUilus of ela.slicity. A twain levied to .WW lbs. In a screw ml
leftover nipht, and the resistance was found next morning to hat
to atjout 3000, and it iiroke at 3.VX).
Prof. Lanza remarks that while It was necessary- to ii«<» Mnrr
safety, when the moduli of rupture were determln-' '
pleeeg, it will be Biifflcieut for mot;t limber const ni-
to use a factor of four. For breaking strains of '■•
better enpiiit-eriitg to Jeturminu as the safe load oi u iiiui«-r i« i;
that will n<it ileflect it more thau a certain fraction of it« ftt«ii,
1/300 to 1/400 of Us length.
Prop«rtl«» of Tlmb«r. ^M
(N. J. 8te«l & Iron Co.'s Book.) ^B
I
P
Description.
Ash
Be«!h
Oedar
Uherry ..
Chestnut
Elm.
Hemlock.,
niukory..
t,neiut.
Maple
Oak, \rhit«.
48 to SR.B
43 to 53.4
SO to 56.8
Weight
pep
cubic
foot, in
Iha.
SS
MtoDfl.:
Tensile
Strenjftli
per sq. inch,
in lbs.
11.000 to 17,207
n,.'iOoto is.OiKi
10,300 tu 11.400
io,!ino
i.'),4ooto \s.-m
8.700
IB.*** to 18,000
3n,t.lX» to 31,800
lO.DOOlo 10.584
10,US to 19,500
Rclnllvr
Crushing
Strengib per r
|. inch, Ii'
n lbe. NX 'i>ie
Pine =100
4,100 to O.JfiJ
5,M)0to e,3«
5,000 to 6,000
■\3Mto 5.«00
0,S3J to 10,33J
5.7\10
H tK!5
fl,II3'toII.T00
H.IM
4,0M to 9,.^
tOlW
10 144
Ui
]«
to'
M
Xa
to
U>
Ul
to I
144
i
STRENGTH OF TIMBER.
311
ible should be Uiken witb caution. The range of Tariation in
,pt lo he iiiuoh grrfater ihaii the fi(jiii-ea Indicate. Sci' .ImIiiisou'*
'af pine, and I-in/.a'n on sftruoe. nhove. The weight of yellow
»!<• is nnifli Ifsis than flint ;;ivrn by .lotinaoii. f\V. K )
■Ire StrcnethH of American Woods, icheii ilnwlg
pjiffiijftKP-ff. — Approxiiiiate fiveiaKfS, dftlue^-U from niAiiy exper-
p wlih ihi' U- £> Giiveiunitiiit ieKtiiipinHi:hhi€> at Wfttt-riown,
1 6. P. SharplfKs, for the (.'^dkus of ISS<). Seu!um.ed trtioilx ifsiiit
ph b»-tt*rthan gretdi oiies: in nmny cases, tsviceae well. Differ-
of Cbs baiiie wood vary ^leatly. Thv streiig^Lha may jeadily
Is one-third part more i>r lesB from the average.
hite
r:
irhtte
Bow
;. ...
,Or«.
End-
wisf ,♦
lbs. per
sq. In.
6800
4400
TOOO
8000
4-100
MUU
6000
eooo
4400
sooo
Aaoo
5200
6000
6800
7700
saoo
8000
loom
5000
gsoo
7000
90OO
6S0O
Side-
lb8. p«r
sq. lo.
.01
1300 3000
800 1400
1100 HUK)
IDOO 'nm
000 1400
700^ 1600
I.'iliol 2600
71W 1000
5001
700
1700
900
isno
500
1 800
1300
SOO
'.•000
1600
500
1900
laoo
1700
»(XI
I3O0
•JtiOO
1600
•iflOO
1300
tjeoo
aeoo
1100
4000
13000
900
4400
«iOO
5:H00
1400 ?600
siig-ar and blnoV .
vvliite and rptl.. ..
f Aff.- ;
w)ut».', post (oi-
Irnnl, Kwanip
white, red, and
lilai'k
srnih aod basket.
vheMliiut and live
pin
Pine :
white
red or Norway.,
pitch and Jersey
acnih
Georgia
Poptur
Sassafras
fipruce, black...
" white
Sycamnre (button-
wood )
black
white (buttemui).
Wiilow .,.,
End- Side-
wiao.* I wige.t
lbs. per lh». per
an. In. sq. in.
8000
Q8U0
.01
1S00 4300
1300 3900
7000 I60O
flOtX) iroo'
7600 I COO
6SO0 11300
3000 1
6400
6.%0
SOOO
8S00
SOOO
sooo
5700
4i0t)
OOOO
8000
,%400
4400
'600
000
lOOO
1300
eon
1300
700
BOO
1300
laoo
700
700
laoo
1400
SOOO
2600
1100
8100
1300
ISOO
iWOO
seoo
1600
1400
1.57 ins, Rquar« x 12.8 Ins. lonjf.
1.57 lus. square >: 6.3 ln><. loiip. Prejwure applied at nild-leni^th
vering One-foiirlh of the leliKlll. The tlr-^t t'olunin fives the
IK an indenlAtion of .01 inch, the sei-'ond (h'j.He proiliicinK an
.1 inch. (See also page 300)
of Timber Due to tlie AbBorplloll of Water.
(l>t! Volaon Wood, A. S. Bl. E.. vol. x.i
:ft In., of pine, oak. and cliestnut, were dried thoroughly, and
~ In water fur 37 days,
■cent of eloneation and lateral eT|mn!.l0D were:
Pine. Oak. CheDtnuC.
lOii.pereent 0.065 0.IW5 0 165
vicpunHion, pi^r cent. , 2.6 3.5 8.0!>
li ofWooa by H«mt, -TrautwXaa frtvea (oir fhe exMr
ir / iit^ive FhIii; I pan lit 140,630, or for 180 deerees \ U
}etblnl at the expansion ot iroa. '
312
RTREXnTU OP MATEIlIALa.
SltearlniC Htrenetli of American Wooda, a
nnn or Treeualix.
a!
per sq. in.
Ash O.SSO
Beech ..., R«3
Blreli 559.1
Cedar (white) )»7i!
" '• 1519
Ct^ar (Central American) 3410
Cherry 2915
Chestnut; ... 1536
Doswood B510
Ehony T7'j<)
Oiim 5S90
Hemlock 2750
I.it>ciUiC T176
Fickory
Mapla.
Oak
Oak ill»el
Pine iwhiip) ..
I'liif (Nurlliem jrllow...
I'iiie <Sciiil hem yellow I .
fine (very resinous ;eUo«
Pnplar
SpriuH'
Walnut (binek)
Wiiliini (uonnnon)
THU STBfe'NUTM OF BRICK, STONR, K1
A great advance lias n-cenlly been made in Hip iiiaiinr
the direi:lion of inoreaainp iheii' Hireux'li. C'liMs. 1'. Cl^
Netrs^ KuyK: ** Taking the tests as ^i\ t*ii in gtnndfinl eDt':i
or ten yoans ago, we fliifl In Truiitwliie ihe ki length uf ii
4'JOO lbs. per sq. in. Now. takin^r reeeiit tesin iti e>i-
Waleriowii .\rsenal, the $ireii|j;tb ran from 51X10 lo •J.iXi'i
llie tests on Illinois paving hnclt, iiy Pnif. I. O. Baker,
strenKlli in hard paviUK hrick I'f over 5(!0011)S. per .sqimi
crushiiie: streneth nf ten varieiies of raving-Uiick tiuicl^ i
find to be TloO lbs to the wiunre Ineh.
A recent test of In-iek made by llie dry-clay process at Wnterlow
aooiinllng to l'iivi»g, showed an axvrage eoinpresaive sliiiii:iti ■
jier sq. in. In <ine ihstanee it n-nih d ■IBT.I llw. |>i-r .<q. in.
at the Raine plaee on a "rnncy pressed briek." Tlie ilr
at a pre*^inv of .^ii'i.oot) IIik, u'nil (he briek ernslj...] .u
l!hs. per si| in. This iiidicEite.s ahno-it i»k t.
granite pavinR-Uocks, which i* fri>ni IVVOim i
The foiiuwinn notes on bricks are from :
Strcnstli of Brick. -40 to 3no tonK per Fq. ft., «£i lo 4WM Iba,
A. sot L III iek » ill L-rush under 4.'ii) lo (KX> Uja |i«-r h'j. In., or U lo I
, jBquare foot, but a flrst-rnte ninelihie-presi'<<Ml brick will stiuiil IMO
.jjer «q. ft. (3113 tofii-Jl llis. iMTsq. iif.),
lirAlgfbt of Bricks, — I'ereiililc foot, t<:-:.t pre>»r<l biiek, I.'*
piv,«<ed lirii-k, 131 lb''.; coniiiioii liaid briek, \2J l\'-.; f;i».ii comr
lIHllHt.; si.fi inferior briek. KW llw.
AbNorption of Water.— A briek viu in n ff^ niinulex al
*i ill. of witter, tile last liidiig I 7 of iIm- weight of a liauil-uionldnil
of its bulk.
Te»<lN of Brlcka, ftall size, on flat ntde. (Tr»>ls niiid-
(ov, ; III 15S3.)— The bricks were ii-sli'.l belWH'ii il.
('i. iifiiL-es (the larpi'st KUrfaf't*! frround ii|i|iri'
bi I ' :ilM.iit ^ I.. ? 1 iii.-(i.-< till. K. T.o lo 8,1 hi.i,
a.; I mare inch' one li'l r«i
!1 • ; II third. hVW •" '•A.'f
li's: so in.
CriiMltliii; !!<treiiKtIi of jfln.xoiirr Klalcrlala. iFroi
" Beiainint; VValls.")
tons per «<|. ft. toa
Brkik, beat presaed. . 40 lo 3iXl l.lnicslones and uiartilaa. M
■" Jk....- '-'0 lo 30 Snndslono II
WIO to I'-IK) Soiip^lonn .Ill
l«>r Grant t«.— The crnsldi'K sireiiKth of ».- 1
iv JA.iVki lb». per sq bi. v«b«;u tested In t\i i i
ud touKueol of tVie ct>mTn«rti\>( >»»& -<vf
^ Jb«, Samples ■■! KvauW* Wxtift b f\\\M
TIlESOTH OP LIME AXD <KNJiK
Lirer, testeil .'it thf> Walerloirii Araeiinl, limr^ ebown • ^imiClh <
liersq. Ii .111/ iVcic», .Inn. I'J, ISMl.
til of .\ , Pa.) LinieKtone— <£i>i;iiir<'i<ii|f AVir*,
3i— Ci'iir< ;: uf ;f iii.cutxrn: lighcstooe 1^,11". RrayiiUiuK
pvrsq. tu. ,
■«e l«r of lintpls, tof'l-tlr««itt><1, 42 In, l)etw«>*n l<nlfo-«lj{«< Iwiir-
»lrfi Itnife-e»lge brmiKlit upon lbemiil<ll« between ItvarlriK":
' H in wide X 10 iu. bigli, brokeumlcr a loail of LUUM) lliii.
iiiiituw s.aio ••
■I sf:4 in. wiiUiX 10 in. high, broke under 14.720 "
ijiiliiy •f iij]iiiire 1,1 <0 "
L— (irar sioiif. . tM at li
Life'l.l stone U6iiofIII
Xr«n»TenM ^trcneth of FliMlstnit*
(N. J. Steel i Iron Co.'s Book.)
EXPEItnilTin! JIADB ST R (). tU'mKIJI AKD OTRI3H.
i of the sione In inches; <1 = Us lliickiiHss in iofbps; / = dlslniiM
wrings in Indies.
Iriiip liMidf in Ion* of 3000 Ilw., lor a Wflgbl placed at llir rriitin
e, will b« on folldwii :
'r '-■
Uorcliexter fnesUme 'JM
Aubipnr freesLJlw Klfl
CiiL'M freestone H4
(Sla-«f l.(XX»
HIate l.-J loi'.T
U^ng T+1
nite (W4
1 freestone. RTB
N. J , fr»«tnne ItO
iiiitln-r qciarij'i J.TS
il frw.stone .Il-i
lock of QiUney Kraultea) Idclies wlile and 6 Inches ll>lck, resUntr
Wineiies in tlir> cli>ar, wi.uUl lie liriik>"n by a loud twitlni; nililwuy
w beams = —'■.'— X .C-t - I9.W tons.
- ;«
■CiTH OF riMX: AND CEIVSNT inORT.tB.
H {Enginerriiiij, UcloXier '.i, IhUl.)
^nc till- Cnlversity of Illltifii's on the cfft-cts nf n.ldinc c'<'ii>"'nl |i)
■ III all llie ivHlsn good iiunliiy if onliiinry fiit lime kiis utml.
Iwodoys in an enrilitrnwti! nit two fiaris dy weifflil- of
:ie Iff lime. I In* Ioks. hy evai i;j nitule up liy fie.*"!! ii'ldi-
it.T. '11 .PI s ii'->l "' n I'l.iiluiirl, Ill.i. 1. I'l .ciiiMid
■ rds llhfd' ■^p' (pf Krilnlini.- I of
' I' Hieve. OS di'l T"i |»er c'»'n' -n-
i.\ l^a^h^'d BHil dried, f»n^- .-iia
'• uiM.l i,an;;ljr , .11 II .Nm ';■'. Van UM'il. Tlieiuorlnr In nil i .i.^f-i <-oii-
»(> vijluini'i < f wiiiil to oin'of lime pa.'-to. Tlie foIlHWiiiK resullg
Ded on u<l<liiif; various [itTt'enlu^^ii of oeiiieiit lu Ijie nioriar;
■Il«> Ktreugth, ponnd* per square inclt.
.
4
V
14
21
•a
BO
(M
Days,
4
Days.
Dnyg.
Uaya.
Day a.
Days.
Days.
10
in
IS
17
21
17
sft
»!i«n<lBl<s.
114
ortlatid.. .,
s
tfl
14
ai
as
24
811
memliiltt..
r
11
IS
iBVi
21
aj^i
.•■«
brilund.. .
8
16
1H
s;!
sffl
88
27
lowndnlf..
10
I'.'
lew
31^
««
24
8G
bitlaiid . .
ar
39
38
43
47
Ml
fit
Iiinendflle..
P
VI ,
£U
)ti
.1.)
ajV4\ •«
itrttand... 45 .VI 1 65 i
«W
iir
[\Vi \ W
^«,U,I^.: li / /«« / Si^ \
ST
an
'M%\ aa
tiaiiil.... />■- / 01 m-i /
131
B4
a\0 \ \A6
^.diSl^E A;]? /
ai
84
4& \ 4«
l&i
181
1 ana \ aca
r
314 STRENGTH OF MATERIALS. H
KIODlTIil OF EL.A8TIC1TV OF TABIOCS nAIXt
The iiioilulii!^ ot elasticity ilvieriuineil froui a IvuoiIl' i-
iiiotf-iial Is the quolietjt obtaiupil liy dlTidin^ the tensiilf ■
square iiicli at any puiiit nf tliv t«8t by lliv floiigutiui!
prrniueerl liy that slrt*!>s ; or if P= pouiuiK of stress a(
tioiini nrea, / = lensth of i lie portion of ibe luir in v;
iiienl 18 aiaile, and A= the elongalioii in that 1viil;ii<
p X PI
elattielt}- 1^ = -j7 -*- j = r^- The motlnjiis Ik Keni-nJIy meaftiirrd w
elastic limit only, In niftlcrialB that have n wcllHletlnfil elasiir limit
ilT)U and stt-el. and wljBii Dot. otlienvisc' stated Hit* inodnl
be the iiKKluhis withiti llie elastic llciiit. Within thi:^ Umr.
the mndtilUR is practically constant for any eivea l»ar. ih :^
directly proportional to the Btrt-sB. In other iiialeriol*. miwIi as t
which hav<? no well-rlefliieil elastic limit, the clonKatloiis from tlir'i
of a test iucrpaso in a greater ratio than the Hirpsm-n. iinil ili" m.
therefore ab its inazlmiiui near the beeinninp of tlin t>'
decrenae!". The niodnli of elasticity of various materia h
given «l>ove in treating of these inar,erial«, but the foU^j
MJine additional values selected from difTerent sources:
Brass.eaiit B.l'O.OOO
tt wir6 14 'S^ OOO
Copper....!.!!..'..'.'.!!]...". 15!(i(W,'O0O to 18,000,000.
Lead l.WW.OOO
Tin, ca.st -I.eOO.OOO
Iron, cast I3,000,OIM to 37,000.000 (f)
Iron, wrought 99,000,000 to 20,000,000
Steel a6,0OO,(lrt0 to 34,000,000
Uarble 85,000,000
; Slate. H,500,lX)0
Olua 8,0(10.000
Aoh. 1,1X10,000
Beech i,300,ooo
Blreh.. ],iso,oooto i,SflO,O0O
Jfir. 889,000 10 a.i»i,ooo
Oak 074,000 to 3,883,000
Teak. 8,414,000
Walnut 3156.000
Pine, long-leaf (butt-logs)... 1,119,000 to 3,117.000 A
The maxinumi figures given by many writers for Iron
40,000,000 and 13,000.000, are nndoubte<lly erroiieouii.
Prof, J. B. JohnsMin. in his repnrt on I>jng-leaf Pine. ISaS. «««
tnoduliiE of einfilleily in the niOBt conmant and rellat'l- i.r.m^ri
engineering niaCeriala. The wide range of value of the in
of the varion.H inetaln foimd in public records mast lie •
neons nietho^lR of lewtiiig."
In a tensile te.st of c&xl iron by the author {Van Ncftrnr'
No. 41, page -ISi, in whiBh the nllimate strengili wits ii.
the uieBsiireniputs of elongation were luadr 'o .0001 lucU -
of elasticity wa* found to di-creane from ttie beginnini; i.f Um
follows: At liXW lbs. per so. In.. 25.000,000: at 9000 liw . r«.908,WI;
Iba.. 15,381,000 ; at 6O00 lbs.. n,M8.000; at 8O0O ih» . VJ :m ,>.«. ai K^
ll,a5<1,000 ; at 15,000 lbs., |0,OcJO,«)i> ; at -JO.Ofli) lb»., - •■■ W
8,140,000. The modulus of elasticity of »teel (wi' . 'Is I
remarkably constant, notvriih.itamllnggreal varlali. .. i-ale
temper, etc. It rarely i« found below 'JH,(KK).(10(' or aU.ve ai.iMl.lW
generally taken at 30,000,000 in engineeriog oaleiilutions.
FACTORS OF 8AFKTT.
A factor nf safety is the ratio in which tlie load tliat bi juat mflj
overcome instantly the strength of a piece of material I* i
grrnte«t sofe ordinary working load. (Raaklne.l
Itankine gives the following "ezamplea ot the values of !
which occur in machines":
Dead t^d "i'* ^'°**'
ueao i.o«a. Qrj.at««t.
PACTORS OF SAFETY. 315
etor of safety, 40, U for shafts la mlUworlc wtaJch transmit
Torts,
the foDowing; " factors of safety which have been adopted In
'or different raat«rialB." Tliej- " include an allowance for
Igencies,"
Itaad ^'''"' 1^»<1- »
jTTj In Temporary In Permanent In Structures
^^' Structures. Slruetiires. stibj. ic Shocks.
Bd Bteel. S 4 4 1.0 & 10
8 4 6 10
4 10
.... 6
80 .... 80to30
iay« that " these numbei's fairly represent practioe lutsed on
nany actual cam-n, but they are not very trustwortliy."
8 iu his "Resistance of Jlalfcriuls" says: "In reRai-il to the
»houlc) bfi left fur safety, much dH])tfnds upon the elinrttcter of
If the load la siinplj- o dead nviRlit, the ninrgln umy l>e eom-
nall; but if the stiiiutiire la tu be suliJifCtt-d lu peroiissivB fortes
he niarg-in sliould l>e coinpnratively larRe on account of the
e effect proiluced by the force. Iu inacliiueB whinli are «ub-
on.siaiit jar Kliile in ii»c, it Is very difficult to determine the
;iu uhirh ■:< coiiiiistent with economy and safetj". Indeed, in
ecouoiiiy as well as safely generally consists in itiakini; them
Irons, B.1 a single breui(ai;e may coKt much more than the extra
essar>' to fully injure safnty."
Lsiiin (-r till- resistance of materials to repeated stresses and
la. ■ JU).
s of safely It Is becoming customai-y In deslKnInK
'! pounds |>er square inch as the maximum stress
' il on a piece. Tluis. in desieninp a lH>iler, instead of
: :iiifetv of 6 for the plat«s and 10 for the stay-bolts, th*
ni{l h u°f the Kteei beliiK from M.IJOU to <iU,000 Ibe. per sq. iu..
iin stress of 10,000 lbs. per «q. in. on ibo plates ana 6000
Lbe Klny-l>olts may 1m? specified instebd. So also in
' f .1 i^lumns (see page •,'CO) the dinvensioiis of acoliimn
iiiiiii; a nmxiuiiiiu allowable couipresalvu stress per
>• side of the column.
iinilerdt-iidlondasKiven by Runklneandbj'Unwin,
.«- H r.'iiiai kabiedifTt'rcnce, which may possibly be explained
[the actual crushinir istreuKlh of a jiier of masoniy la known
iment. then a factor of safety of 4 la sufflcient for a pier of
—" Llity under a steady load; but if the cmslunf? strenf^th
Dm fltrures given by the authorities (such us the crush-
1 brick, quoted above from Howe's Retainine Walls, 40
f'Sqaare foot, average 170 tons), then a factor of safety of iM
' 1 great. In this case the factor of safety is really a "factor
i of the proper factor of safety or the proper mnximuni unit
;lveu case is a matter to he largely deterniiued l)y the judjt-
jer and b_v experience. No definite I'uies cjin be jriveu.
jlvisal)le factors in niuny particular cases will be found
kre considered tbroUKhout tills book. In gceneral the
Dces are to be taken into account in the selection of
l^nltlniate strength of the material is known ulthlit narrow
caw of structural steel when tests of samples have be«n
ii ii ely a steady one of a known amount, and there
•it-rioratioii of the tiietal by corrosion, the lowest
,.ted Is i.
uiioiiinces of 1 are modified by a portion of the load being
lof warehouses, the factor ahotild be not less than 4.
loaii, or nearly the whole, is apt to l>e allernatel}' put
rtn Busjieiision rods of floors of bridges, the factor should
I Ht»*«e8 are rvversvil In illrectloii from tension to corttpres-
thrfilgt) dimtT'iitls tiiJ imita of iiiocbiues, the factor ^\o\jiV^
316
BTRENRTH OF MATERIALS,
I
I
I
6. When Hie piece Is iml-Jected to repenlwl iJiocks, titv tan
not lews than 10.
0. Wli«-ii llie |iieci^ Ut subject to deteHomtiou tram ccirrosinli
sUoilld lie t^ufflciendy iiici-fHSfd to allow fnra ilvBiii^>- ■■■
before the piece he so far wefikeiieii hy it ax lo iwiii
T. When the streii^clh of the material, or tlie niti"
ai-e 11 nee 1-1 air), the fiictur tbould he increased hyiii
cover the amount tif ilii> iiuceitaiiit)'.
8. When tlie ^t ruins nre <if n ciJiiiiilex eliarnoter and uf iineerl»lu •
8uoU us those in the craiik-slmft ot n reTcniini^ enijiiie, a ver> hicb (
necessur.v. poiisibly even oh hi^h as 40, the a^ure given by Raukltui foi
in mill work.
TKJB ITIECHANICAL PBOPEBTIES OF rnjtK
Cork posse.s.sej«) qualities wiiloli (li.siin^uish it from all ••!
bodies, Dainel.v, its power of altering its v Innio in u i-r •
cousetiuence of chatiee of prestsuie. It constst.H, ji'"
tlon of mliuite air-vessels, imTinff tliln, wnler-liKh'
and hence, if compressed, ihe re«lsiaDc« to funi' •
more like the t-eslsianee of gasos than the ii-~
as a sprine. In a sprinR the pressnrfi incf
lance to which the spring^ is oornpresKed. In
creases in a much more lajiid mutiner; that is. iimi>-
which the giis is made to oconiiy. But from the perm,
air, it it! evident that, if Hiihjn^ed lo pressure in oik- dii
gradually part with il.s occludeil air by effuxinn.
ihrough tlie poroiK walls of the cell-; in which it )•< .
part of cork constitutes 5.'i!C of it.s hulk. Its elosl t-
cooslderahle nmee, hut it is very pei>i»lent. Thus ii,
used In boitliui> Ihe curk.s expand the lustunt they <
This expan^iou may amount lo an increa.*ie of volii
corks have heen kept in u slate of compressioM in i
If the cork he st4?epe(l in hot water, the volume i
it attains netirly three tiineM that wIiIcIl It occiitiied
Wlien oorli iiisuhje'-ied to pressure a certain ttui'.
matlon or '•permam-nt set takes place very qn
common to all solid elastic substjinces wL'ii t.ii'.i
limits, butwitb colli the limitsarecctiMi
nent stct, there is a c«riuiu amount (>r
beinjt released from pieKsiiie spnn(;s i
the complete recovery takes an apprecijiMr' tini.»
Cork wliich had been o"inipivK#.-d and releasf-d in natrtf many
times had not cliauKed its nmleciilar structure in the l-.mt. nsi.i
ued perfectly servicetihlw. Q trk which has been k-
thii>e atniospheies for iiiaiiy weeks appear* (•> h.i *
MS* of its oi-ii.'inal volume. — iViii A'«.iti'i;iW'» Km/t;
TliSTS OF VI7I,('.«NIZED INDIA-ULUUKSi'
Lieutenant L, TIadoinilolT, n Russian naval ofliier. Ims uianlh
out a serli*3 uf tests at the St. Petei>biiix Technical I- * • . i .
estahllshlna rules for ettiinatinK the quality of
The rollowin>», in brief, ore Ihe conclusions arrivi .1
to phy&iciil propei'lii's. sirif»« clienueal analy^i- ■'■ •
suit: 1, liidiii-nilil»-r sliiMild not ic've the lea
when iM'iit to an aiit;le of ISOdeunt-s aflcf tiv
air-bath to a lenip^-ruture of i-jo° (.'. The l^-, i
thick. ■-'. UiiIiImt iliatdi.ies not contain more iliui. ■
He <iildes shiiiild slreteh til five liiues lis length wi!
lanytl
i
[INUM — ITS PROPERTIES AKD USES.
317
llnetl ma^e!!ite, mixed wilb enwdiist an<1 B&turateil witli a
Dricle of calcium. This pastv uiass is spread out Into Klieels
I'tii ft pressuri; nf atoui 1W0 Um. lo Oie hquury iucli, and ihon
Hl>e Mr. Specirtf (,'ravily l..Vi3, Tlie I'raolureJ siirfauw sliows
't grain of a. yellow colf'f. It liafi a trrminnal ivsistaiicr wLcn
er square Inch, auil wlien wet tttKint, tlli ll)s. Wlicii iiimiei-sed
f Jioiira it tskes up i. \f of itjs weight, and 3.SS whi-n imitiersed
for several days \ritli hydrot-hlorlc acid it loses 2.3^ in
v^ 11.. I...;-; <,f weiglil nuder bollioi.; In water, hrJne,Biida.lye,
if r iron, of eopper, and of ammonluin. In hardness
It: ''ii fetilsiiaraiul quartz, and as a niji- conductor of
Lt jvstos and corli.
■ Well, and at d red heat it is rendered brittle and crumbles at
irelainH Its general form and coliesion. This xylolith Is sup-
B from Jj in. to AXi, in, thick, and up to one metre s<|uare. It
[UKefl InrTerntany for tlooi-s lu railway HijitionK, hospitals, etc.,
lof vessels. It can be Hawed, horeil. and shaped with ordinarv
jtools. Putty in the Joints and a »;orid (Xint of paint make It
{Kproof. It is sold in Gennany for flooring at nlKiui T cents per
Ind the cost of Ia3'in|; adds about 1 cents jnore. . fe'iify'j/ AVic/i,
- Dd July ar, isas.
TNUm-ITS PROI>ERTIBS AND 178K8.
Ted K. Hunt, Pres't of llie l'illslHirj;h livduetioii Co.)
I gravity of pure aluminum in oca>t state Ir iJ..'iS : In rolled
lecdon it is'JG; in very Ihin sheets mlijected to liiKli cotii-
' chilled ri>ll.<, it i.H as inucli as ST. TiikinK the weitjht of a
jtt ahiniinum as 1, wron(»lit iron is liiK) times heavier ; strue-
(6 times; copiwr, 3.00 ; onlinnry IiIkIi liniHs, .H.J.%. Most wood
(in MlniclureM has alxiul one tliiril ihe weight of aluminum,
b.OiU ih. to Ihe cnl)lc Inch.
um is pi-aciiC4iUy n<il acted upon by boiling v .iter or steam.
> or imlrogen sulphide does not avX iiixin it at any tempera-
' F. It iii not acted upon by most organic secretions,
acid is llie bei-t solvent fi'r aluminum, and ."trong solutions
e.s reaiiiiy dissolve it. .Ainmonici has a slicht solvent action,
ed sulphuric acid dis.solvea aliiuiimim upon heating, with
phiirons acid i^a.**. Liilute Kidplmric aciil a,ctH but slowly on
Dgh the prc*encc of any clilnride-i in the sulntion nllnw rapid
t. Nitric acid, either coicenirftled or ililute, has very little
■ meta),nnd snlphtirlias no action iinlcH.stlie meiallsnt a red
ler lias very little effect on alnioiniini .'^trip^of tlie metal
■ld»'« of a wnofien shiii corr<jdi»d le-^s tlian I/itltKJ inch after six
mre to seftwater, corrodinK li»ss tliau copper sheets fimtlnrly
tn pure nhiminum b only ex>,''*e<led by poUl nnd silver. In
■nda s<?venili In the .selies. beinjf exceeded by jfoid, silver,
ll^ verv soft steel, and copi»er. Siieets tif ahunitJum have I)eeii
ka thickness of tl.UlltKi lindi, and la-aten into leaf nearly as
taf. Th« metal is ni<i«t nudl>-nlde at a teiiipernture of hetAveen
F., and at this temperntnre it can lie drawn down between
fly as much drnn^ht upon it n» witli lieated nteel. It has also
Dwn iuto the very llnest wire. By Ihu Munnesuiann jirocess
t^ have bet*n nuitle in tlerniany,
lauds very hiKh in the series as an electro-positive nu>lal, and
the)' melals sliouid be avoided, as it would establish a gulvanle
il conductivity of tdiuninuin isonly surpassed liy ptn-e copper,
Itl. Witli silvtr taken al 100 I lie electrical condnctiviiy of
l.IO : that i>f KOliI "111 llie same siule is 78: /.ino is i'.I.SIO; Iron Is
jilatinuiii lO.OO. Pure ahiminum lias uo polarity, and tli«
inrket is absiililtely lioii-liia^liHlie.
cau be niudi' of nlniufiiiini In either dry or "jtreen " sand
"chills. '^ It must not be heated iiincli beyond
list be poui-eil w iih ciiie, o« inc lo the ready aVii4viv\
■ air T^ie shiinliagi- m oi>olliij{ l.s 17 ni hii'li twi
orJInaiy bnis-i. If shoold be in " ' jAvy
niDlitl iH^conipH mull f II nt n tompei
!r JtoberlsAuslen. oeutliMy y. (,c<-. i i
ALLOYS.
Nu«. la and 3 were fuU of btow-)iol«s.
IVsU NoH. 1 and 1ft show ihe Tarlatioii iti cast coi>i
riitioi'S of oa^tin^r. In tin' i.-rusliliip teiJls Nos. IS to .
hrol>« miller rlit- siroin. luii all tli»> others liulf''! ui
caM*H I he L-ntshiti^ xlrrii^lh in tiikt'ii to be that Hi;
iO» ill the IruKlh. The leit |ii<H.vs werp Sin. lonj? n:
loi'sionol lt«t» were itiaile In Tlnir»toii'» loisloii ii
tliinriftpr HinJ I in, Kinjc het»vfi*n hc«i<ls.
8i>eclfic Gravity or the Copp«r-iln AIIocmv
gravity of i.'t;ipp«]r, as Iniliid in llteK£ to^M, Ih H.87<J (t^^tA-uiii
the inicoi, and lediiccd to 39.1° K.). The allny of iinixiiituii
eoiitftineil (W.4JcMpj>Hr, -IT-IS thi, ami nil tlic nllojH ooiitiiiiiliig
till vHried lrren"l'«rly hi sp. j»r. Iietwwn S.iii anil f.Wl, ihe tiwmj
not on the ■.•oiiipnsilioii, lint ou the p<ir(*liy of the ra« '
that ihi- actual *p. pr. uf «ll Ihi-.w alloyn ooiitahiiUir l^'^
H.B.'i, nnd nny smullKr llKiire iiulicat.v» porosity In the siH
Fiom :J7ji to lOflS i in, i h<« up. gr. tl(«jreo.i<?» regularly in
8.950 to that of pure tin, T.'jaS.
Note on the Strength of the Coppei— tin ,
Thi^ harK containing from 'J^ to ~4f tin, hivliisive, hat^j
RtreiiKtli, ami all tho rent aro prncticully worihlivss f'-r pinp.
R*,reTi<lli is reipilreil. Tlieiliviiliin; line helwern Ihe ^ 1
is nrfCiKely that at wliich Uie color tlietines from ,
white, viz , at a composition containing; lu-iwwn S4:
It iippHai'-i lliat the tensile and oomprriMiive strpiii:! lis (
ill no way related to each other. Ihiit the torsional Hire
poriioiifti to the teiiKlle streiitth, an<l that tlie Iransver
p-nd in some de^Tcn upon the compressive gireiigih, bnC
nearly vehiiwi to Ihe tensile strenKlh. Tlie nimlnliis of rn|i
by the Imnsverse tests, is, in uenemi, A fl;nire lietvreen t]io5M9(
conipi'cKsive xtreiit;! lis per square inch, but there area few|
which it Is lnr>;er iliaii either.
Tlie Mreiijstlis of tin" .iIIovb al Ihe copper end of (lie verles tn^
with the uJiiition of (in tillalioiit A^ of tin is i-
strength continues rejrnlLuij' to iniM-ease to llie ma
tniiilni; alioul IT}),^ of tin is reacheil, nhile thi-
Ktrenirlhs nl*>iiiciea»ie,lniL Irregularly, to tiiettaiue p..
Is |)loli-ilily due to tmriisily of die metal, ami iniiirlit P"
Hiiy nieiiiiis wliicli wonlil iimUe thi^ eaAtiiijo^ more coinpa
Id readied at. the alloy cuniBiiiiiit: Sa.Ti) copiH-r, 17.81
Rtreiiiftli. Iiosvover, tieiiig very much greater al this polo
or lorsionul KlretiKih. Kroiu llie point "f inaxliuiitu
drop i-npldly to I lie alloys contuinlnj^ alionl '.fT.AjCor tlii,ttfl
til 17 fif, at wliii'li poiul the iiikiiiiiiiKi (or nearly llie mil '
all three iiirilii..l-< of le^l. In iviie.lif.l. The alloys of mil
round froiii a7.!>t tin to Si.^f titi. Tliu ubsolulv inhiiuiiiiul
ihf of I In.
Fmm .Vi..%]< of tin to nliout 77.fif (in there in n rather slo
crwise In strength. Froiil ''.'>f tin to Ihe end of the seilrCtj
BlrenglliH hIohIv and honiewhal irrejtnlaily deerena«v
The n*Miltii of these tests do iint seem to corrohorate Ih^ Ih
Home »rlloi"!<. thai peculiar properiles are ]>■ isio-ssiil by il
ni'e coiniioiiniled of Klinple iiiidllple!< of tlicir uloinit: weiiclilt
eijiilviilrel'i, .■inil Ill-It these pi'o|>erllea ore I'lsr n-^ Itii
nioi' ' 'lite constiiutlon. T .^^^
pi v<» a tnasliniini
|>.-i - • luillter nf these i
»liiii
I livrease from Ihe
nil' -1 tM hnvi> any ti-latli
qTi'
ip, mill re-iiiieiiij
rr»i|U
■• liritlleallo^-H It I
1 found Impossible to turn I
^ mionlh Mll'fuce. 'So. n Vi >». V. VlftJ* tO I
Uk>I M all. Chtps wuviU Q) uR \u tt^ii*
iliOYs Of oopPKU \SD xmc.
E
^^^reonnl no limt the bars ooiilil be la-Nll^ hinieil.
IKoVS OF COPPER AND ZINC. (U. 8. Tent, IkArd).
321
«viug • rniigh surfucv : or tli« tool wouJd aometiluo, aupArentlr, !
'ions of tlitf metal, KiHodiDf; it to powder. }it<ymid 4bt Un llio ,
Kla.»lic
M. , 1 >r
Torsi.insl
tao C'JiU'
miiUoii hy
Tensile
Liiriii
If of
II
vfnm
Test
Modu-
lus of
ture,
"23,197
c^ . C'.«»h-
TriilB,
lualysis.
StretiKtli,
Ikm. per
sq. in.
I$re«lc- S ^
Load, ^ JJ
n». per H~
K|. in. 1
C . 0 ">K
= S~ ' Etr'Eth
5 S .f;a
•r.
Ztao.
per s(i.
In., Iht.
lg=-
III
r.8S
i.sn
1.S8
1C.98
27.240
M.aoo
"i>a.\"
26.7
...^.
1.10
165
367
Bent
329
.91
77.99
32.CT0
30.6
.(1.4
21, IM
'•
16«
845
r.»
;a.45
3s,«:jo
ao.o
;15..',
26..')74
**
16U
811
1.65
28.06
ao,!}:io
24 0
•35. H
32,32j
"
42,000
IVi
•JB7
I.SO
26.47
a\.6i^
■3.7
.-H.r,
2.'),H94
••
16H
293
.a
SB.U
80.510
•JS.S
iiia
21,4ia
IIM
209
1.74
30.06
2S.V10
28.7
20.7
acs.'M
ti
143
202
I.S7
83.50
87,800
25.1
.57.7
28,469
• ■ • . •• t •
176
• T
1.44
3S.»6
48,3(10
3i.8
"1. 7
4.3,210
••
202
2*1
i.m
88.65
41,065
40.1
20. 7
3H.088
14
75,000
194
202
j.411
41.10
fiO,4M)
04.4
I'M
63, :m
M
227
93
).!&
44.44
4t.«S0
44.0
15. .1
42,463
7«.000
209
109
.M
44.78
46,400
53 9
8.0
47,955
1*
2-.':j
72
i.«
00.14
S0,6!W
.M.5
5.<>
33,467
t.'X
117.400
172
88
i.W
60.88
•M.O.'O
nKi.
0.81 40.1«It
0 (!|
170
16
'.66
S2.28
24. I.W
100.
O.W 48.471
1.17
121,000
l&S
13
.«
60.23
0.170
100.
■ • (•
17,6111
O.lO
88
S
.»
6«.13
8,7e7
100.
,..-
7,761
0.04
18
S
.94
ee.^
1.T74
100.
fl,'290
0.04
S9
1
.M
70.17
6.414
100.
16,fi7n
0.(M
40
ft
.(n
77,63
t»,0U0
100.
o.s
82.372
U.13
62,158
66
1
i.>, u.; .'7
1«.413
100.
0 4
.13.020
0,31
82
3
1R,065
100.
O.S «(5,3«*^
0 46
81
.k.1
fi.400
75.
O.Ti 7.r\S»
0.12
32,000
87
142
I
I
UtloQ In Ntrpucrth of Gnn-bronzr, and mean* of
UTtllg tlie Slrt'Ugtli.— Tlic lltui'c.^ oliinined for Blliiy« of from
I2.7jC IID, viz., fniiii ai,St« to 2y,4:^0 jKHiudK, are iiiiicli leKH thaii are
'((iveD as (be !itreuiclli nf f^n-metal. Bronze guwn tire iisimlly cnst
ho pressure of a liead of metal, whieli tetid.^ tt> increAse (he t^tren^tll
aoilv. The BtreriKtIi of llie iijiper iinrt of a irmi etwliiiK, orKiiiklUK
• •rtlinn that of (be siiiall bare whieli have lieeii liwled in
I*. Tlie fullowinx is nil extraet rroiii the report of Major
Iheclrt-nglh und den.sily of (oin-liroii/.e (ISWi: — Kxtrenie
imjjle.s from difTereiit, parta of the same Bun (a 32j(>oiiiider
■.• gravitv, 8.4K7 to^.^Hj: leimcity-, 26,428 lo .VJ.l'.B. Kxtiwiia
■ • -uHple.s tesieil: Siieoiflc gravity, H.3i1K to H.H,y); teiinclty,
me variation or all Ibe samples from (ho gun heads:
. S.75<1; teimeity. 2:1.520 to 3ri,484.
Ii.» (general resulla on the quality of bronze «s It is
Hi.Kitly of a iii'jjative ehnracter. Tliry expo-e defecis in
ifTtb, develop the helenipeneous teituie of the iaet.il In djf-
1.' same piiu. and .show Uie irrepilttrity and imeorHiinty of
—lid the eastli.^ot all gnns, althuiijfh made from b niUar
I ia liUo manlier.
. hron^.K coiitaliiinK 9 parts copjier and 1 part Ihi, texted ol
iijt.jii, Li. C, ill 1S75-0. showed a viirialloii in teiiRile Rtri-nRth frtun ^m
to 61.400 lljs. per .•^iiiiare inch, in eloiiEalion frcm 3^ lo m-f, and iu sv*^ ^M
r»?lty from 1?.:19 t o f . S,s. ^^H
lafratr j/jj/uy)irinfjit max l>e made in (he deUHlty nuJ tcnac\ty ov
ftuip /<r cttni/itvs.-'ion lijin Ivfii shnwn hv (lin eA|ierillietil s i>f Mr . H. B .
(•^1, Maas., ia ISO'J ami by tliosc of 0«iieral Uc»>ntUis iu Ku«vr\a
I w t<.870,aua Uie teaacty from V7,238 lo 41,471 pounds pet
322
ALLOYS.
T^
^^ eqiiHre
liicli. Tlie lal ter. by a Eimilnr process, obtained Uie fo1lo«lM!M
^K for t«nacity:
^^^H
Founds pt^^M
BroniK with 10^ tin 78.0^^
Bronze with 8*
Bronze ^Wth 0*
ALLOIS Ol
tin .... 1
tin , , 1
? COPPKB, TIN, AND Z
(Report of U. S. Test Board, Vol. 11, 1881.)
^
TensHa
Elot«II
H No.
^KBeport,
Original Mixture.
Transverse
Sli-ength.
BtreiiKlli Tier
squaie inch.
mrrtnl
BbHk
Muilulus Dellec-
Cu.
Sn.
Zn.
n' tiou,
Rapcure |„s
A.
B.
A.
H
M
.■5
5
41,334
3 <\a
23,6(10
30,740
I.8I
H
f-S.U
1.80
10
3I,»8G
3 07
3. '.000
33.000
17.6 1
H
8S
S
10
•44,457
2.85
28.810
28, 560
6.80
H
f.->
10
5
02,470
2.56
86,680
Sfl.OOO
S.5I
■ 89
86
13.B
3.5
(W.-I05
2.83
3t,.VO
a-.'.iJOi)
I,-.-9
H 88
sa.5
12.5
.'i
BC,960
1.61
36.000
:J4.000
.80
H
B-.'.a
15
2.5
nn.pjn
1 09
a3.<iOO
31.800
■
»)
5
\r.
43,1.18
3.88
37..S(i0
JI2.3nO
ii!«"'
^P
SO
10
10
C7.117
2.45
8S.a30
31,950
1.57
V 6S
M
15
6
54.47B
.44
33,350
80,780
.58
■ 86
77.5
10
12.5
03.849
1.19
85,500
86.000
1.00
W 87
77.5
la.s
10
»1.7iW
.71
36,000
32.500
.71
S3
75
5
W
5.'>,355
2.91
33,140
34,960
(.80
BA
78
7.S
17.5
B2,607
1..TO
33.700
30,300
l.M
B4
75
10
:h
58.345
.73
85,380
81.000
l.M
HA
75
15
10
51,103
.31
35,410
28,000
.80
(W
75
a)
h
40,2.15
.31
23.140
27,660
.48 .,
83
7i.8
7.6
ao
.M,83fl
S86
32 7110 34 -Sikl
s.gX
K (»
72.5
10
17.5
S3,-»'30
.74
3.i'." ■
■ RD
70
5
25
,'.7..H49
1.37
S!-.
'-§■
■ 83
70
7.S
aa.s
48,838
.36
.>,'" . ■•
■ (iO
70
10
30
80,520
,18
33.I4Q 2C,:x»
■^^1
■ 01
70
15
15
37.924
.20
33,440
27.800
^^^^1
■ 63
70
ao
10
l.i.l2«
.08
17,000
1$,«00
]^^^|
■ 8T
67.S
S.5
so
5H,H4w
aot
34.?20
4S,RV»
*.^^^l
■ 74
07.5
s
27.5
.W,M70
.49
W.OOO
34.4GO
li^H
■ 75
67,5
7,8
25
46.875
.32
20.500
'jl.OOO
■ 80
6i
2.S
32.5
sti.oin
2.36
41,350
38,300
*^^l
■ »
05
5
so
513GU
.56
87.140
36.000
i.^H
■ 56
65
10
«5
27.07.')
.11
85.720
22.800
■ ^7
as
15
20
l.'J.fiOI
.07
6.820
7.431
.,,. ..i« n
■ S8
65
•->0
15
11.932
.05
8,:tB
<,ori5
■ 70
6-.>.5
3.5
85
OB.aSi
a.si
44.400
45.000
■'s.ii'
H ^
60
2.5
.^7.5
«B.508
1.40
67.400
58.000
4.fC
■ <^«
00
e
35
4«.07«
.as
41.100
3S.S.10
,8*
V N
60
10
30 3-1,699
,13
sn,7iw
il.940
.!» .
SI
CO
JS
85 18.2-lS
.09
18.080
12,400
li
58.it:
a. 30
39.-I8 Wtfi-.'H
1 90
66.500
67,6011
"a'is 1
8
S8.75
8.75
82.5 3fi,7.VJ
.18
Broke
Ix'forst
4
S7.5
21 .**.
21 «5
2,752
,i>2
7*1
l.*»
7S
35
0.5
•14.5
72..t(W
8.05
68,900 68.1100
■'oa
bO
U
5
•to
88.174
.29
87.400
3ii.rMx>
.4*
H •'^<
M
10
8G
SS.SSK
.14
S.V4r.O
18,800
.H
1 "
50
3
45
ai.8i4
.11
88,000
81.800
\\
^^ne t.
M
Die Ce
Pit" ie«i-« wei
<• niiKif. in nam
1 ill
laile ti'irt."! w<
■I'l' miifl" iifi liars 0./
II
'M ot l/je tri»ii-r • • liiir, oue Uali !.■ m^- -..n
K--.l^H
ALLOTS OF COPPEK, TIN, AKD ZINO.
323
ronzrs.— Tbe usiinl compoBlUou of ancient bronze was ihe
bf tnodeni gun-inetnl — 9(> copper, 10 tin; but the proportion of
I 5% to 15<, anil iu some cases leJid has beeu founiJ. Bome an-
I tools coiitniiifHl I'S copper, I'Jtin.
|<>f tbe Copper-zinc Alloy*,— The alloys coiitaininK te*8
Biio tiv nrJKiiinl inixinit'' Ken: Ki'iii-nUly ilclVolivL'. The bam
juv-holfs. and Ilio tiietul slinwed aigaa of oxulncioii. To itiBure
I it appeal's that copper-ziau alloy b should con I aiu more tiiBU
tto Xo, 6 iuclusivp, tC.OB to 'iO.06% zinc the; bara sh<iW a. reniorfc-
irity in all llii-ir propnties. Tliey have all nearly the same
111 ducLililv, itiu Inner decreaslnK sllKliUy iiu zinc iucreareK, and
»like iTi color ami appearanee, B.-i\ve<;« Nos, H and ](l, 3i).0C and
tlie slrengih In nil method!! of teKt rapidly increases. Belwet-n
Su. I'l, 3tl."i*i and fi'J.l-IS Kiiic, llr^re is anoliier ^ronp. distinguished
tiDcth and diiniaisliecl ductility. Tli«?alloy of inaxiiniiin iciisUe,
"(d t^ji'i-ioiial slreuKth coiitainy about il.'t of /inc.
ontaininj; loss than Sis of zinc are all yellow metals. Beyond
lturiget< to while, and Ihe alloy becomes weulc uiid brittle. Be-
I pure xliic tbe color in bluiKli ^ray, the brittleuu.v8 decresiws
|tn increases, but not to such « degivw lus to luake them useful
ie purpope*.
kre bet'H'een C'ompoaltlon by mixture and 1>x
,— Then- IS in every Uhc a Binaller iierceniiifte of zinc in the
ily.si.s lliaii in the original mixture, aii I a lar).'er perceuiage of
le Ions of zinc i* variable, but in pcneral averiigeis from 1 to JjJ.
ou or Separation of the ITIctalii.— In several of the
hl'jifll.le ainoimt of iitpmtion to<'U place, nnalj'si.s Bhowiny a
I •sitiori of Ih'i two endd of the Imr. In such caiieH iba
I on WOK gradual from one end of the bar to the other,
-M-ofrTal coiitumiui^ the higher percentage of copper. A
miC'- wa.s bar No. 13, in theubovii table, turnings from the upper
Ina 4t>.3t>< of zjnc, and from the lower end 4H..V.'f .
ifiravtty. — The specific gravity follows a dellaite law. varying
sitlon. and decreasinK with the addition of zinc. From the
lof iipeciiic graTitleii the following mean values are taken:
0 10 80 80 40 60 60 TO 80 00 100.
8.80 S.T8 8.80 8.40 8.3« 8. SO 8.00 7.72 7.40 7.30 7.H.
lepr<<«pnlatioit or the I^aw of Variation of
■ <'opp»'l— Tln-5Rliir Alloy*.— In an louiiateral triunj;le
! pi-riH'niliciiluiili.sliinces from any iMiitit wiihin it to the Ihiee
to the aitiinde. Sneh a tt-ian^Ee can ther'efore be u^ed to
»lly the perc»'nlii(re composition of any compound of three
triple" alloy. Ijel one side represent OcDp|>er. a second
■ d 0 zinc, the vertex opposito each of tiiese bides repre-
cli elenieiiL re»i>eclively. On points in a tiiunj-'le of wood
ertfUt alloys tested, wires were erected of leiitrllis propor-
Snglli». and the triangle then built up viith pliiKier to
rires. Tho surface thtis foriui"*! has a characteristic
Dting the variations of strengtli with variations of
»t«liow» the surface tints made, Tlie vertical section
I the law of tensile stren^t it of Ihe copper-tin ailoj'S.
hat of Hn-ziuc alloys, and the one at the rear that of
'«. The high polijt represent* the strongest possible
b-tnls, ItscoinjHisilion i s copper ."i-"), zinc 43, tin it, and ita
_ llis. The hich ridife from Ibis ixiint to the point of
! of the speti'in on tlie left is the line of the strongest alloys,
e foniiida zinc + (3 X liuj = 5.5.
>^ the rear of the ridjte, containing more copper anil legs
[ of greater ductility thnn those on the line of nia.iininm
(vnliml lie commercial alloys; those in fronton tht-drcliv-
"I valley are brittle, and those 111 the valley arc boili hrjt,
\>f( from Ihe valley toward the section at iIh' rl
jetiess and become soft, the nmxiniuni s 'mii'<ii»J
reinaiii weak, as is «honri by Ihe low ebvn\\o5
_ wof pfuiiiiiHl ami c'onstrucled hr I'rof 'V\\VH
ACK. /(mi, H?pon of the U. «. Board unv
test Iron. St(!el, etc., toI. U., Washington, 1881, and Tburstno's It
of Enphienhin, vol. lii.)
The best iilK.y obMin^d in Thuivton's r»*i«Tt.h tor (hi* U. •i.T»««l«1
hna the compiwition, llopiwr .Vi, Tin 0.5. Ziuc << 5 Tlie ipnsUe Onifl
cast bar was (S^i.iKX) Ihs. jK-r Hq. in., Iwosproitnen* ^rivrns ihi- •jin»< nt
eloni^atioti was 47 ti> .11 i>«'i' I'piil in 5 Inoiiw!. Tliur-ion's romuila for
tin-ziac alloys of maxiiuum sU'tmglli iTrans. ▲■ tx C U., 1861) (
AI.LOYS OF COPPEK, TIST, AND ZINC.
ZIdc. Copper.
B3
58
a
68
TeuaUc
BtreiiRth,
IbK. per
vq in.
firi.ilOO
61,000
6H,ililO
.'iT.OOO
SS.UtK)
RS.OIK)
Tin. Zinc. Copper,
7
B
9
10
II
n
29
18
14
10
6
8
71
74
77
80
83
86
I
SirengthJ
lbs. p«*r
a<l. In.
M.noo
49.000
47.000
45,000
4%ona
41,000
omposIUou or AllOT* tn RTerr-dajr tl»o in
Fouudrlcn. <^mt'n'('<i>i MacUinial.)
Brass
llmlly metal
t metal. .....
liruD metal.,
imetnl
bhur broows.
r metal.,
solder
Cop
per.
Zinc.
Ihs.
87
Ihs.
5
16
16
"a
6<
39
B :
1
20
1
19
«0
"'46'
w
90
SO
3
so
Tin. Lead,
Ib8.
8
lbs.
4
...„.
4
S
4
m
1
ZH
8 pbos. tin
10 " "
For partK of pnglnea on boor
nrtvnl ves.-w.'ls.
Bf Us for sliiiw ami Tiu-lorieK.
For pljuilx-rs, lililp and hous
biTuus wurk.
For bearingbiii»he«f or shaft ini
For putiipsanJ other hydrauli
jiurpows.
Cavtings subjected to stcail
jiressurc.
For heavy beariiitrs,
M<<tul rroin whi>.'h boHsaiid out
lire fi>rK<^d,valvi? spiiKllfS, etc
For valvefi, pumps and g(;nem
n-ork.
For ooe and worm wlH»elP
biiKheii, axla bearinKtti »l'(l'
vttlvijs. etc.
Fliingcii for i"Ofi|»«T pliM'g.
Solder for Ihu above nangen.
i«f *• Bronxe.— 10 part-t copper. 1 tin, i line, W lf«d, used t>;
tU K liurli;}' .>f Troy for ilie framework of their onjfinoer'B trainlif
•lr>>iiirlli 41,114 IhK. por .SI], in., elongnllon LT;( in I Inch, sp. gr. U.U9(
. Ke^p. Tram. A. I. M. E. WM.)
Useful Allojrs of Copper, Tin, and Zinc.
(Selected from imint^ruiM sources.)
Cftpiwr.
. 8. Navy Dept. Journal boxes IIS
nni' i;niJdi>-plb3 (~|8!!8
S8.33
02
U.S. Navy. 88
f»(J Rose) {"t
9«.5
.326
ALLOYS.
Copper. Tin.
I
Art Tironze, doll red fracture, vt
Gold bronze BM.5
Beuriiignif^tal ... ,. , ... S9
eo
88
.... 85«
80
TO
74
... 84
Snglhsh brass of a.d. IMM .
U
2.1
8
14
18
3
Copper-NIckel Alloys, Crerman SDrer,
Ofirmon BUrer,
Nickel
I A lef
Bessem
manure
ri?qiiir<->
Ironi p
R can h
easily 1
Cupper.
51.0
50.8
ei.i
S2to5S
TStoOG
A leflned copper-nlcTtel nlloy contntning S0< copper and iH i
Tery vmall amounts of iroii, Kilicoii and larboii, ii> prrMuct^J
Bessemer ninlte in tlie Sudbury (Cnnadaj Niclcel \V.irk< li^
manurac'turers piirohasp a ready-made allo.v. whii-1i i-
ri?qiiir<->B simple nddlciou of zinc, iiisiead of liuyinn
fi.?piimt<?ly. This »llo3', "SWiO" as II it called, is
Ironi pure ulclcel. Its cost, i* les* than niclsel, i'
('It can be ca.'*t '-■olid in any fonn drsin^fl, and tu^ .
easily lii ttie lathe or planer, yi<-ldiiii; a siiverj- \« •
air or moisture. For bullet ca«inR8 now used iu vaiii>u« Uruiab
neutal rides, a special alloy of SO^ copper and 2llJ nickel U mule.
Xirlirl,
35.8
H.fi
IBtoiS
25 to S3
Special Allojra,
JifAMESB Allots for art work :
{Etigineer. Hkrcb M, IBM.)
Copper.
Silver.
Gold.
Lead.
y;in^
ft
Sliakn-do
glilbu-iehi
94. SO
ar.31
1.B5
S2.07
873
trace*.
on
.52
traoe.
M
; In pUaliir«(|
r fiuible.
QiLBEBT's Allot for cerapmrdula pnxsesa, for cAsUng I
Copper 91.4 Tin 6.7 Lead 2.9 Very I
COPPEB-9E1NC.IK03I AI.I.OTA.
(P. L. Garrison, Juia. Prank. Inst., June aud July, 1S91.)
HeltaMetal.— This alloy, which was fonnprly k; ■■ -* —
^isooinpoeed of about (yi L-i>p|>er, fruiii 31 to 44 zinc, ^' t
Tbe peculiarity of all the-^e alloys i«th>» .-miMnt of ;
^ have the property of inL-rvasiiig their si:'- -• - -
iiuiking delta metal the iron in previoii-s
deflnlte propoMinus. W'liea nrdiiiarj'
liifdtrn zine, tile !■!" ■ '''■■ '■ 'lr*?soi dn.'
It up to llie extn Tf. Byn^i
bbiaiued to liie i ; co|iikt. it
(leOaite quaiiiit> -•• ■■<-u n). m-,.. aiUJ the coppci miui.
fidlowlDg' as tbe raiiKe of compositiou ot coptAsr-siutMroa, ■
tln-iroD alloys ;
I.
Percent.
Iron n 0.1 to 6
'Copper nn.^.^t.. SO to ((5
Zluc 49.8 10 80
PHOSPHOR-BRONZE AND OTHER SPECIAL BRONZES.
^eii easi in sand delta nietnl basatensile streoetli of about 4S,000pound8
SI f loujjatiou ; wflieii roU«d, tt-nsile strenf;lh of
! •* inch, elongation from M (o 1T< on bars I.1S8
■■' a.
Kivc-i ttie uliiiiiine ti'iisile slren^h .13,600 to bl,510 pounds per
^iiicli, wiib from lO^t lo 'iOf vl.iu^atioii,
^tn«tal can be forired, stamped and rolled hot. It must Ije forRpd at
[ cberryred beat, and care taken to avoid sirikiag when at a black
..ding to Llo.vd"8 ProviiiK House tests, made at Cardiff, Pwenil^er 20,
I lialfinoh dtilia niKal-nilliHl liar f^ave a tonsile sti-^nglh of 88,400
At ptT sqiian* inch. Willi an elniiK-atioii t>f Sk^ in three inches.
•Mn Bronze.— This alloy is practically a sterro or delta metal with
• •'liliii.r! of a ■iiuall aiuouut of lead, which t«nd8 to render copptT softer
U inor>» dliclile.
Ike full owing analyses of Tobio bronze were made by Dr. Chas. B. Dudley:
Pig Jletal, Test Bar (Rolled),
per cent. per ceul.
opper ,.„• r.9.00 61.30
88.« 87.14
2.16 OBO
0.11 0.18
0,31 0.35
^TTTlttHt. " Wo tested the test bars and found 78,5nO teosila
.iion in two inches, and 40U.< in t^iitht Inches. This
only he obtained when the metal is mnnipulatcd.
irdly he ciMLWctcd with cast metal "
in i.ronze in IhiS, an described by Thurston, Trans.
i. composition of copper ftS.SS, tin S.30, zinc 39.48. As
1 V of liS.OOO lbs. per sq. in., and as rolled 79,000 lbs. ; cold
11 llw,
■ Ilia Brass & Copper Co. f:ive» the following :— The tensile
•lu bronze one-inch round rolind rods, turnerl down to a
. .it an inch. tWitod by Fairbanks, avertt^^ T9.600 lbs. per sq.
istic limit obtained on three speclniens averaged 54.'i'i7 lbs. per
li'-at Tobin tironxe can be forged and ntaiiiiwd a« readily
I nuts can be forged from it, cith>>r by hand or by mii-
ked degree of economy. Its great tensile strength, and
■ rrosive Action of sea-waicr. render it a most suitable
-^r plat4*s, steam-launch shafttug, ship sheathing and
II plates for steam yachts, loipedo and life boats, and
meiit bos siiecilled Its use for certain purposes in the
•w cruiserg. Its specific gravity is 8.071. The weight of
'1 IS ■j'.i: lb. ^H
IO«IPHOR-BRO\ZG AND OTHEB SPBCIAL ■
BRONZBS. V
phor-bronze.— Tn the year ISi.M. Mniiioflorcft Kunnel of Li«*!r».
fi»iiiiil t>y jidiliiik; siiidll ])n»nnrtions of pliosplionis or "phosphoret
eoptier ifi copper that liie oxides of that metal, nearly alnays
ipurity. more or less, were deoxidized and the copper much
trengili and diiclility. the grain of the fracture became liner,
1 !i fr ili-r fliiiditT was attained.
■ I Tonze tested hv KIrkaldv gave :
4. in Si.fOO !.'4,70O 16,100
■rsq. in. ... SS.C.aS 4C.U1i1 44.448
,perc.iii M.40 1.50 83.40
phosphor-brotize vai-ics like that of ordinary br
. "Pr'^-niaees of copper, tin, zinc, lead, etc in ihe alloy.
Brona««— This alloy resembles phosphor bronze son
ion nfiii also delta nii'tal, in conta-luing xiuc and iron. ~
fil«K'*<^ it* average compusiUoM:
&'67 I Iron 0,10
tE.40 Silver 0,07
3.ai Pliosphonta .. 0,(
........ i.U /
328
ALLOTS.
I
ComparUun of Copper, Sfllcon^bronse, and Pli«
bronze WTirea.
{Engineering. Nov. 23, 18M.)
Description of Wire.
Tetuile StretiKlh per
aqiMre iacii in
Be)
OOBdU
Tods.
Lbs.
Purecopper
BUlcga bronie (telegraph)
'• " (tt-lepbone),
17.78
)8.S7
«.»
45.71
41JHU
t(».OW
MMM
M
«
Phosphor BroDze (ti^lephone)
ALvmrNvn ai.i.ovs.
<AlDmlnaaiBrouJEe. Cowles El«itric Stneliing »ni! " >—'•■■
Tlie sian.latd A No. a grade of aluminum bronze, com
nuin aiiil IX>!> of ci>pper, liaa many retiiarliable charsi. -
ttngulsh it fi-om all other metals.
Til'" t»>nacit.v of castinf;* of A No. 8 prade metal varies brt««
and 00,0110 lb*, to the sqiiarB iuch, with from if to \tf eJongatlon.
Inciea.siuf; llie proportion of aliuuioum in broDie beyoiid 110 fti
brittle alloy; tiierefore ootbiui; higher tban tbeA No. 1, wliichooBt
is ii>u-le.
The H, CD, and E prades, containing 7}*^, S<. 2V^. aud I>i< of ah
respectively, drcreaae in ipuacity In tlie order natm-'l, thnt of Ihe
being about Vi.WO pounds, while the latter is 25,0On |v tmac Wiil^
also a proportionattf dei;ipas>' in transverse and tri
limit, and resigtonce to compression as llie perci-n;
ered and that of copper raised, the ductility on th'-
the game proportion. The «peciQc gravity of Uje A >> i I j-t mx- i- ■
Bell Bros,, fiewcaatle, gave th« SfMOlfic gravitjr of the alntnlDuat
•a below:
Sit aluminum 8WI
4ji " ,„, „.., B.*;i
W " 8JW
lOjt '• 7.BH
OmatlBfr.— The melting point of aluminum bronze varies lH^
Uwamouiii of aluminum contained, the hi)rher gmile«
what lower lemiierature than the lower grades. The i
•t alaoul 1700" F., a littl(> higher than ordinary bronxe of J
AlumUnim bronse Bhririks uioi'e than otdinary hi'u.><s.
fleg rapidly it ia neces.saiy to pour it qiiioklv and t'
large, »o that there will be no "fivezing" In tb>-
properly fed. Baked-sand moulds arc preferahle i
small cosUnge, and when fine ulcin colors ore de«irv4]' lu tlie ca
paper by Thoa. 1), West, Trans. A. S- M. E. ltW«, vol, *|ll.)
All grades of aluminum bronze can Ur p Urd. twedged,
cold exrept A 1 and A 2. They can alll i -t i» brluVil i
In rolling, iwedging, or spinning cold innealed \
at a l>riB"liier red heal than is UBwl for 1 r:t->is.
BraKlntc— Aluminum bronze will Wrase as. well M otljr
using 'ioe qiiiirter braac solder (zinc 500, copper 600 (and tiUWtl
b*»ra> . "T. '•"■tit-r. thre*' quarters cryolite.
?»' ■' ■ '.- To sol(ler aluminun^ '
B' • well the parts to bo j
pi - to be S'dderrd in :\ st:
pi.. ill) a roil of -
a ~ ;.erydllte i>ii'
b'>'' , lie clean, tii :
Im* liiiiM d li.v'using a duiil •:
tliw finlln.irv way, with C' '
Mifrziaski recommendu • . _ _
«Vi/ny ot the usual hAK-aud iiolt le«w\-t.iii aoVd«c, '«(Vt)i I
'1
nr <)■■
■ h ordinary wO (
lagresaeaiiiKli
.'f snlphataofenl
I he pariA to hw VlMS
on the roeUl. llMM'
KVti. TbcftO i
i~solve<l In iiyilt
Ider, and soft 111
AXUMINUM BHONZE.
32£
Vest* or Alamlnum Bronsea.
tJ. Dagger. Ill a paptT mad before- the British Association, 186».) i
Teasile StrenKUi.
Tottsnor
square inch.
40 to 45
88 •' 40
85 " 30
15 " IS
13 ■• IS
11 " 13
Pounds per
square inch.
80.(500 to 100,8(10
T3,9J0
5fi,(J0O
33,(W
ao.iJO
34.ei0
89,(MM
67.S00
40.3:iU
la.fsoo
Ktoiiga-
tion.
per cent.
8
14
40
40
50
55
Speuiflc
Gravity.
7.38
T.W
8.00
8.37
8.6ff
I and chemical leests madt; or MuniileA eiit from varlouK sec
_ I 5*. Tiff, or 10* aluniinlziMl fiippor eastiugs tent] to jirove that
(mim unites itfii>lf witli •'acli particle of copper with niiirorin pro-
iMch case, ao that we Imve a picxliicl that i.s frt-i^ from liqtiution
Ir homOBPne'ius. (K C. t'oU*, /ion .'l(/<\ Jan. 16, IHBO.J
ilnuDfBraJMi (K. H. «.:o«K's, Trans. A. I. M. E , vol. xviii.'i —
ituinhiiini-lmiKs is made lij fiisinj; together equal weiuhls of A 1
bruiizf, ropp«M-, and zinc. The copper and bnmze are (lr»l thor-
1 and iiiixud. and the iiinc is dually added. The material in left
ace until finall ipHt hars are takt'M frnni It and brokvip. When
ii«- n tensile streii|;i|i of 80,0(10 jvilTKls fr over, with i or 3 per
■y. Ilie iiieliil is ready lo he p<>ur«l Tests of this hras-s, on small
■I licncs sliiwu ax Inph as 10(1,1)00 pounds len.sile slren)icth
Ir of the Uidled .States Kunljoat IVlrel is cast from this brass,
|ft trille le.^s •/.inc in order fo InnreaHe its dttctility.
Teat* or Aliimlnnm-Brntta.
(Cowles E. S. & Al. Co.)
I
•llUgSu)
Diameter
of Piece, I
Iivch.
, Area,
'itq. in.
.465
.«U
.4en
Tensile
Strenjttli
lljs. per
aq. )li.
.mas
.1B61
41,ii35
78,337
72,348
Elastic
[..iinlt.
Ills, per
sq. in.
17,6«S
Blonga-I
tioii. Remarks,
piT ct.
41Ji
2«
Cl B 3)
*'3 St;
\bT»f.s on the above Ifet ia an extremely tonrt metal with low
. tiini}" jtiirpo«ely no aa to " upset " easily. The other, whicli Is
■ Xo a, is very harn.
■ xintry oriii Kngland any official niandard by which
1 1 cliaracierist ics of cast nielals. There « re two con-
'Cly iieci'skary lo be linown before we can make a
Mi-reiu materials: nnniety, whetiier the cnsHoj; was
und or in achill, and ivheiher Itwna aitoehed to a
by Itself. Itha-sol'^a lieeti found that chillcastings
tn sand-castinus, and that burs c«sl by lliemn-lves
Sniost invariably run higher than test hnra attached
fad that bars cutout from castings are generally
icnst niniie. (K. H. rnwlns.l
■« to Reported Ntrcnfrth of Alloya.— The sani(>
- has l)eeii f.jiirid in tests of gun metal icopp"
-eipecicd m tests of uliiiiiinnin bromsaj
• xceediiigly snbjei't to variation In xle^
•'I in -;(/rer,.,„vw („ niflhnd oririolding and oasliitg
[ «Ak>«/h/ aiiape of easting, depth of "sinking he
ALLOYS.
lAlamlnnm Hardened by Addition of Copper
Sbeeta .04 lucli Thick. {The Etigineer,Jiutit,\ti
Cu.
I'er cent.
a
4
«
8
Sp. Gr.
Calculated.
s.n
2.S0
3.02
3.14
Teata of Alamliiuni Anoya.
(Eneinee r Harris, U. a. N.. Traiis. A. I. M. E.. vol. rrlllj
Compositioa.
Cop-
AlHmi'
Silicon.
per.
num.
Bl.SOK
6.50*
!.:.'<
nA,fui
9.3S
1.6(3
pi 50
6 50
1.75
so.oo
g.oo
1.00
18.00
a.ai
0.33
13.00
8.S8
0.S3
•t.fiO
«.w
1.75
n.oo
«.so
0.50
88.00
9.33
1.C6
S3.00
e.so
o.so
Zinc.
Iron.
0.««
U.SO
0.3S
33 33t
0.«5
0.50
Tensile
EIbkUc
KlonJ
lioo,
ixrrrt.
■
Strfiiptli.
Limit.
■
perMj. ID.
lbs.
lbs in-l
titl. Id.
1
60.700
18.000
a.s
1
60.000
87.000
4.S
67,Cl)0
24,000
18.
1
7V.S.10
83,a»
«.•»
&>.iW0
oo.noo
«SS
ro.*»
56.000
0.4
&0.1OO
19,000
15 I
1
ca.oao
19.0UO
es
i
00.930
33.000
1.3*
4B.5aO
17,000
7.8
i
For romjjaiison with the above 6 tests of " Navy Vnrfl i
So 10, Zu S, are (tlven In which the T. S. raiigra frum is.otui
from lO.OOCt to 13.000. El. 2.5 to 5 f'i. Red 4 7 to 10.ts».
Allojra of Atunilnam, Silicon and Iron.
M. BDd E. Bernard have succeeded in obiuiiilnK throti>;li elrt-tr
treating directly and without previous puiiflcatlua. the aiwiiiluii
(re^i and white hHUxites) the following :
K.-illoy.s such u-Hfeno-aluniiMum. ft.'rrosilii""" "i""i''"im aiid silk
mil. wher»' liic pioporthin of silicon may .vhicb are i
I the rni-tallurKV nf in^n for refliiinir sie«-l i
Also silic(jn nliiniinuni. wlier*' Ihe pii)|Kji I-"—
K. which limy !>« eniploved In inechiiiiicai cm
■ninif red cmidition, in place of Kleel. nn uccom
ijx'cially where the Ilglilhe.«s of the piece in coi..>..«.
of ihii main condilinna of succe$e.
The followinc ttnniyses are given:
1. Alloys applied to the iiibtiillurgy of iron, the raflning of i
Typeft. Alnininuiti. Iron, BOiooo.
,1 7(« SM W
.t ~ 70 SO to
,8. 70 15 IS
.4. 70 10 ao
,B 70 10 10
.6 70 trace 80
^S. M«c)uuiloal aJInya:
Types. Aliiniinum. Snicoa.
9'-'% fl.7B#
- " B.KS
-,-., 10.00
imnB t( hn b"*' "
Bum
al'..
, uii )> A w lie- t* V wv \\\ >i^r .» vd.n i>v iiu
3'iiiiiliiijtu-iLiitIitiuuy uIIoyK iu AL*<iiiifiiuiiIeat!^>ii reatl bpforw llip f5(jci(.»t,_
f^mic-nl Imltistry. I'lie rf*nlt*« of his rt.*.soarchys ilo til>i Jis^:lirSM ilr
uoe of A coiiiiiKTuiully iisKful alloy of thcsw two niHluls. ami lijiv*
ir wienliflc than prncticnl iiilrrcRt. A rem(iik(ii>|p point- is I but the
nitli the cbeiiiieal ooiiipositiuu .1/ Sit lius u hielit^r iiiHliiui: point ilmu
Aluminum or antimony atone, anrl thai when alttiniDULii Is cui^letl to
■stjcnoiiy the rneltinc point croes up from that of nDtimony (450° O.,'
trCAin leiniK-raturu rather above thnt of silver (1000° C).
:lLLOVS OF inAN(;ANKSIi: AND COVPER.
Ilona Idani^nese Allofi. --E, II. Cowli-s, in Trans. .\. I. M, E,
vui, p. 4'.«.'i. .siuifi ilml a.> liie rrsull of tiuineioiis oxperiineiiUs oti
r*^ of the !i<-vfrQl nietHts, copper, zinc, tin, lead, aluminum, iroti, and
.,,..-.. ,11, I ti... nielnlloi(.l juliin m , anil Kxprrlnient.* upon lliB ;saine in
~tr»»ni;th, iliiclillty. color, etc., tlie most importatil,
r to l)p about as foUciwij :
io Mianpanese exerts a bleactilnR effect tipon copper
nou even tliun nickel. In other words, it was found
••-ie present in copper jiroduces as white a color in the
of nicliel would do, this being the aiuount of eacb
■ • last irnoe nf red.
-O^ nr'S>% of iniii]^ane.se may he added to copper with-
..-^ .:,. ;iiily, although doubling its teuBile streiiKth anil choiiK-
^t.io,.
Uat mniiKnnese, copper, and zlue when melted together and poured
ioiiIiIk beliave vei-y much like the most " yea.Hty '' German silver,
rlni; Hu ingot which is a mass of hlow-huleH, and which swells up
the nioiild liefore cooling.
hat the Alloy of iiiaDKaiieHe and copper by itself is very easily
NIL
hot the additlou of ].'J3$ of aluminutn to a ninnKanusecoppernlloy
•r- it f r. ifii . .ni- of I ln> moHt refraotory of nictalB in the ua.sliu^ process
I iiii; qualities, and the noii corrodiDility of whici
I han that c.f either German or nickel silver
•-s|ii'imilv desiiriied for iod», sheets and win
- • Vld,, ri ,,,.^.. IK- ulnmlnlim 1 Stf)* adienfi flR
I
a
"33?"
MJtA^m
<4) Good beariDfc-metkIs shoulfl nhow small rriedoo.
Is almost wholly a qiie^itinii oF tliH liiliric-ant used; but the iii«
(ds has certainly gome infliitiuce.
(A) Other things being equal, the best bearing-meial U tii«tl
slowest,
Tbn.princlpa] coDBlitiientii of lieariof^-niftal alio; Kure copper,
zinc, antimony. Iron, atiiJ aluminum. Tlie follnwiiku: fablr ^'tc^ tlia
ents of Dinst of the prouiiiieiit bearlng-melaU as unatjzed al Uid
Taoia Railroad lotiorotoiT ni Alimmo.
Aiialr»eii of B«arine^'iiieUkl Allojr*.
Metal.
Cainella nictaL ,....
Anti-friction luetAl.
White metal
C«f-liruss lining.
BalRtv antifriction
Orapliitf beariDR-inctal
AntiiMonial lead
Carbon briiiiie
Ooriiish bronze
Delta metal
♦MaKnolin metal
Amerioan anti-frioliou metal...
Tobin brnnzi^
Qraney bronze ,
DamaseuK bronze
Manganew; bronze
AJax metal
.Inti-f rici ion metal
Harrington bronie
Car-box metal
Hnrd lead ,
Fh<i8plior' bronze.....
t'.x.B. melai
Cop-
per.
tO.30
l.CO
4.01
75.4r
77.83
trace
'5»!66
75.80
Tfl.41
90.K
81 .S4
G&,;3
70.17
Tfi.ao
Tin. Lead, Zinc.
<.«5
fl6,l3
trare
H.38
"6'.
S.OO
S.irt
B.W
10.00
».S8
10 g«
14.7&
O.K
iO.'JS
6.00
W.87
1.15
er.Ts
8r).B9
14. &'
l-.i.40
S.IO
8»..^5
78.44
0.31
15.0«
i:».U
7. 17
88.%
84.83
Di.40
» El
15.00
I0.»
te.5;
18.
18.1
88.40^...... J
42.07
trace
iuH
14.;
i:a
Other con»tituent-s:
(11 No graphite. (o Jfo"^••"■~•—
(^) Possible trace of carbon. (0) }''
iSl Trace of phosphorug. t7i I'
(4) Foggilile trace of bismuth. (8) rij...-t...... ,.<.
* Dr. H. C. Torrey aayii this analysis is erroneous and
metal always contains tin.
A« an example of the inHiieuee of minute chsi
rinRton bronze, wliich consists of n minute pri'i"
jiDC alloy, showed after rolling a tensile Blrenglh <
gatiou in '.' iijchex.
In experimenting on this subject on the Penn«ylrnni8 Rnllmait,
niiiiili-f of ill.- Ii'-iiiip'k'" "ere made of a standani l>i-nTin;:.iii..(«l.
BIT • of the metal to be lr.>.i' '
|f, C the same axle, our '^
Ki iiiei the eiperimeulBl. 1
At^rt! Ljircfully neighed, and after a s<iilllcieiit 111110 t
I
BEABING-MBTAIi ALLOYS. 335
CoinposiMoD, Rate
of
r
^F Copper. Tin. head. Pixtm. Arsenic. Wear.]
iK T9.ro 10.00 9.50 0.80 100
'tin 87.50 12.50 .... 148
-(in, second experiment, snino nielat , 153
-tin, third ezpt*riiiii<Dt, iiaiiif iiii.-tal J47
l-bronze 89.30 10.00 ... 0.80 Ha
)fbronze... .. 79. W 10.00 7.00 .... 0.80 115
t-brotiae 78.70 10.00 9.50 0.80 101
rooze 77.00 10.50 Vi.M .... .... 02
tonse, tiecoad ejcperimeiit. game metal 9i.1\
'B" 77.00 8.0O 15.00 .... .... SO.sJ
1(1 copper-till alloy of 7 to I lias repeatedly proved lis inferiority to tba]
•r iir )ii/,.> metal. Many inoiw of the copper-tin l^Brliigs healed
-Iihor-bionzi- Tlie showing of these testa wns ao satLsfoo-
ii>r.lironze iriLs udoplei] a.s tho standard bearii:K'i»etal of
1 1 K.K , aiul <xa^ used for a long time.
tipt^ii:ji»^nL'*, however, were L'<>niiitued. It was found that areeniaJ
ally taki's the pliioe "f pluisphorus iu n eopper-tln alloy, and IlircaJ
are ui:ult! wilh iirsenic- bronzes a.H noted nl>ove. As the pro|>nrliou]
is JncreH.sed to correspond witli Ihe standard, theddrabiUry incrensea
In view (if Ihe.-se re.4iilt« ilie " K " lironze wan tried, in which neither
■ '(■11.^ i!0.- ai-sMijiir were iisetl, an-l in whieli the lead was increased
:i tlie stiindard phosphorhri>n!!e. The result was I list
; iw>-r lljttu tlio phosphor-bronze. No trouble from
mI witli the ■' K '" bronze more than with the standard.
li*'> -uuliiiue.^;
out tliin 111110 wotiej^an to find evldencea that v/ear of bearlnK-metal
nrled tn accirdanee with the fnllowin^ law: "That alloy wbioh has
u»^t power of ■li'iiortiori without rupture (resilieneei. will bertt reHlst
It was now atieinpte*! t<>iie^i>;n iiii alloy in aeeordance with tliifl
ting first the propoiiiniis of iv.ppi-r nnil tni. 0>4 pttrt»onppt>r to 1 of
^Titled On iiy r^Xiieriiiient as the sLaniliird, nItlMiufch s*hiib evidenod
tliine tends to .show lliat 1 .' or po*i.sil)ly 15 pnrts eopper to 1 of tin
Tbeen bettei' Tlie Influenoe of teoil on this copper-iln alloy seenig
'i the some a.4 a siill riirlher diiiiinuliuii of tin. Hoivever, tha
' the iiietui loylelil under preiisiiro increases as Ihenmoiilit of
plHlied, and llieuinoiuiiof the lead iuurcased, ko a liinll ia But to
id. K ceriaia uinount of tin la also necessary to keep the lead
, ) the copper.
(Were c '»t of ihn iiielal noted in the table as alloy " B," and it
! slower than the slniidard phosphor-bronze. Thin nielal is now
ndanl hearini'-inetui tit the Peniisylvaida liHilroad, being sIlKliily
1 in 0iMi)pi>sit|nH U-t allow the use of phosphor-hrLiiize «erap. Thtt
L ddopieil is: (Jopiier. 105 lbs : phosphor-hronyje, 00 11)9.; tin. i)*^ llw.:
I
L Udopleil is: (Jopiwr. 105 lbs : phosphor-hrdnxe, 00 11)9.: tin. d>4 "'^j^l
1.4 lbs. liy iisinK oidinary eiiie iti the fonndry. keejiin^' ilie nieial'^|
i-rt' I will! charoojtl during the meltini;. no trouble \h ioiiihI in castinft^H
villi this nielal. Thn copper and the ])liosphor-broiis»* can be
T'lre putting it In tlie ineUing-hole. The tin and lead should
'lie p<il is taken from the tire.
Jut Kn wii whelher the use of a little zlne. or pOBsiljIy fiouie ntlier^H
Ition, ioi;;lit nut k'lve still belter rejsullR. Kor the present, liowever.^H
>v is ronslih'Ced to fulfil the various oonditions required for itooa^B
tliaii any otiier alloy. The pho.-iphorbroiize had an
-111 of ao.iHKi llm., w iili fii -d, .Illation, wlierea.i the alloy
'■khIIh Htreii^th and ll,< eluiiKalion.
Uior Usviiig-metaia, aiie Alloys ooalaiuing antimony, on next pogo.
■fii^
ALLOTS.
ALLOYS CONTAINKNU AJfEimOfilC.
VABioug Analtbks of Babbitt Metal anp oraim ALUirs coiruil
Aktimony.
Tin., Copper AiiUmfiny. Z1n<y,
BabbiU melal 1
fifl
1
tiirllKlit duty \
^«).3
1.S
nanlef Ra1)l>iti. (
<M
4
for bearings* )
= 88 9
3.7
BrfUiiiiiia ....
H5 7
M.il
1.0
H
81.0
a
Ik
70, S
4
»'
84
10
••nabbiu"....
4fi 5
1.6
Plate pewter. .
89.3
1.8
MTjite iiiettAl...
85
»
fi partit
B.Upercl.
8 pnrtB
7.4perct.
10.1
16.8
10.
^.S
6?.
13.
7.1
10.
s.a
1.8
1.
40.0
Bi^ariiiifs (xi C.t
LeA<l. BM
— 1(
—)
I
* It is niixi'd aa follows: Twelve parts of copper nre flrsi
86 partij of ilu are odJed; 14 purt.s of aniiiiiuiiy aie put in .>
i>f tin. thc> tfjiiij^ialure being luwenil a« soon b« ihr c<'i'
urder not to uxiilixt* llm tin and iLnlirnoiiy. rlie HUrfiuTe i<
prutecte'ii fioiii contuet with tlie oir. Tbc alloy Itiiis initil
reiiullfrt in tlip pnipnnlnn nf.W ports of alloy lo 100 ilii.
Wbltc-nictal Alloy*.— The follfmingulloys are um-i
l>y llie KriKlfin Kailroaduf France (1800):
Number.
1
S
a
4
Lead.
... 05
0
70
80
Aiilicnony.
28
11.18
20
8
Tin.
0
83..33
10
U
Qpqi
No. 1 iii used for lining cross-head slides, rodbrasaes and axtebn
No. ii for liniuB axle-bearlncrs and coiini-cllnfr-rod brasses of benvir i
No. 3 for liriins eoccntrlc dlraps and for bronze Hlide-valves; onJ S«
liM!t.allic riHl-packinf;.
.Sonio of the lie.st-kitown wlilte-nietal alloyii are tlie rollou'ia|
of Hovelurf [JieokliBUS, London, 1893):
Tin. Antimony. Lead. Copp
L Parsons'
8 Rielmnla'
68
TO
1
IS
3, Babbitt's
SS
18
4. Fentons' „
16
0
TJ4
n
6. German Na»y
85
T!
0
^
"Tliere are ensineers who obji'ct to whit^ tneUil containing ImWI'4
Tills l«, lio»evi>>, a prfjiidlce qnile unfounded, inlLsmiieh asleiul CI
oflen iiave propi-i ties of ^reiit use in whlt>- nllovK."
it in a furllier fact that an " easy liquid " alloy i-,
llutn MH of antimony, which is iiti invalnnblji ihcre<i ■
ItnppovinK iI^^ hnrdni-ss; but In no case iiinst il exti'
would redure (be pliuiticity of llie compound ainl make ii t.riu;.-
llardejii alloy of iln and lea<): 0 tin, 4 leail. Ilai'dcst of all tin ntl«r
till, 18 aniiiiiony, M copper.
Alio? for ihlu o|ien-worl(, ornnmentAl castlnjfs: L»?«il t, •iiMM
White melal for p.illeriis: I>ead 10, bismuth 0, antimony 3. coninto* I
tin It).
Tjrpe-mrtal is made of varioiii; proportions of lead and aQCiino<i<
ITS to 'Jui iintlniony accordiiiK to the lianlness ilenliwl.
'• R. Toinplclns, iUrc/iiiiiifuJ .Vt- '- • '
roil-itoKrs wilU H melnl Ihat >
Ml ludle Is not ivlwayu f> mu' i
i-erties as for the couv«n\i«m» »\»A cU»*v
oi line wllta t,>ie s'l'*'* ^VtiftfiW v\« mm
tS CONTAININQ ASTIMONY. 337
T<<.xi'-^ I hat. are bored, no niAtter how ai'ourat*, rt^qutre (ri-eat
" •tiifs theui to the frame or other parts of u iimchiDH,
»i liont'VBr, to us* (hi> shaft for thy |iiii pow of uasl-
L- . , i I.V if the fbflft be steel, for the rensoii that thi- hot
o spring; it: tht< betCfr plan in UiMsea niantirel of the Haiiie
largvr for tlii» jjurposi^. For HJow-riinninf; joiiriiuls, where
>deral**, ulriiost any metal that may be convt-'iiiently uielte*!
ec will answer the purpose. For weariiin proia-rlli's, with a
d. there in pi-ohnbly untliing' -snijerior to pur«> zine, but when
W'iih Home <j[her met il jl sIirinkK so n)ni-*h in i;ooling that it
flnnly In the reci»j-3, and si>on workH loose; ami it lacks thos»>
0|«Ttie3 Hliii;h ar« nect>sf(ary in order to <>tanil high SfM-wl.
tlnR-, and all work when- Ihfl speed is nor. over SIX) or •ICH) c. ii.
8 parts zino auj Spurts bloeklin wdl not only wpar longw
KMllion of this elass, but will snccejtsfiilly rnslsl the foroc of
The tin roiuitcruol.-i llif chiiiikaste. so that thi- inrlnl. If not
[II firmly adliere to th»? l)ox nnlil it in worn out. Utit ihiH
r»t pos-^t>ss Kufflfient anti-friction pr"r*rile8 to wurrorit it» iiwj
IJourualc.
It* *<ofC nietaU in nsi' lhpr« nre iiont* that pr»ss«*s3 prt-aler anti-
lifijlhan pure k'ad; but If ad alone isiiiipracticabte. for it is so
not b« ii!iained in the rt'oesu. Biu when by any process lead
(lly hardened ti> be retained in the bo.xes without moterially
J-friction propi-rties, th»-rH is no inpliil tliat will wear longer
Itudne journals. WItli most of the best and most popular
plals In mto au<l eoid under the name of the Babbitt metal,
i.
timony have Iho property of condiinin^ wilh each other in
witlionC impairing; the auli friction ui-uperties of either. The
ens thB lead, and wlien mixed In the proportion of HO parts
; \^ iih ?T parts anii?nony, no other known ooinposiliou of
f inti-frlction or wearing pro|>erties, or will Ktacid a
fi t ur abrasion. It nnm free in ilH melted state, has
B er adapted to light hiKli-speedfd iimchinery ilifiii
|»u nift.il. Care, however, should be uianirested In u.'^iujf It,
brvr bo hualed lieyond a temperatme that will H;yiX"h a dry
fci. -itiona are BCilii under the name of Babbitt metal.
I. ire worlhlesB; while hut veiy Utile neTuiiiie Balibitt
li - strictly according to the original formula. Mont
j")il uoNr that name are the refuse of type-foundries and
tw orks, n»elte<l and CAiit into fancy in^olH witli spt^'ial bi'anils,
• llie uam.f of IJfibtdtt metal.
•t ilie present lime to deierminti the exact fornitilas used by
bbitt, tne inventor of the n-cussed box, as a nnndx^r of diflTer.
(re ifiveii fur that COinposilion. Tin, copper, and aniinion.v
lientii, and froui the best Buuroes o( information i)ie uilKlniil
re as follows :
Another writer Elves:
In = 8B.3H 88.8:C
opper = a.lW 8.M
luilmony = T.K S.SjC
hu tint melted, and the antimony added flriit and then about
Dunds of tin, the whole kept at a dull-red lieut and eoii-ilanlly
>e ruetaU were thorouRhly Incorporated, after which the
f tin Wa.s a^iiletl, nn<l after beinj^ thoroU||rhly Rtirred af^aln it
iritij lUL'ols, \vhen the ropi>ei- it* Ihnroiiphly inelte^l. and
[I hied, a handful of^ pnwilered ohnri'oal should I*
h •' form a flu.v. In order to exclude the air and pre-
vaporiziiif^; otherwise mncli of it, will rs.-uoe in iln*
aod consequently be wasted. T'
ttbably one of liic best metals in u-
lieavy welKlit and wear; but for i
ller» ft mare aneceptible to fricti' .u
Detal com}>osetl of lead and antJnr. i.«v
r
STKENGtn OF noPES.
Flat Bopen.
330
if*
RfffKht
Fnthom .
Pounds.
iiO
Si
•X
30
M
40
45
!»
55
r<n
Iron,
Olrtb.
Tnubes.
8W
3«xlT/16
4 x]|/ie
<Wx«
■lWx«
Weiglit.
per
Fathom ,
Founds.
n
13
15
IC
18
30
23
1»
Steel.
Qlrtb.
Inches.
Weight
per
Ftttliom.
Fouads.
10
11
12
IS
15
18
1«
ao
TeDsHe
StreiigLh.
Gross tons.
sa
27
as
Xi
36
40
45
SO
56
W
ar E>oad, Diameter, and IXrelg^ht of Ropcfl and
cSatHB. (Klein'B Weitibacb, vol. iii, part 1, atec. 3, p. 5UJ.)
rii».^! >i = diaru. of rop«. Wire rope: li = dlam. of wire, n =
J fr = weight per riiriiiinK fool, *; = fi'crnilssible load In
' •• Inoh nf section. P= pertnlssiljle load nu rniie or L'lialii.
I = diam of iron nwd ; inside diniennioDsot ovnl I. .'id and
icli link in a piece of cliain S.dii Ion?. (Vo = weight of a single UdIc =
$.; O = weiKlit per running foot = B,T3(i' Ids,
I
Hempen Rope.
Piy and Unlarred.
uao
0.03 VP
liaW' = 8855ff
= 1.3*/' = ooooasp
AVet or Tarred.
1160
0.083 i'P
].54rf>r:0,{lO05P
Wire Bope.
ITOOO
0.008'
13.5!iOnrf» ^ 4590(7
'IMUul* =C.niKW18P
tlha.) =
Open-link Chain,
8500
0.0087 ^^
IJHSOrfi = l»60O
9.7ad' = 0.OOO737P
Stud-llnli Chain.
11400 _
O.0O70 S'F
1780O(i» = 1600(7
10.65cf > = 0.0006i»
Chains 4/8 times ns gtron); as npon-linlc vnrintv. [This is contrary to
laments of Capt. BeardslEK>, U. 8. N., in (he report of the U. S, Test
Me hol(la that tbe open link is stronger than the studded Unk. See
mte}.
SKGTtt OF MATBlllALS,
rRENQTH AND WEIOHT OK WIKB BOPE. HEMPEN
CHAJN CABIJ£S. (Klein 's WeUb«;h.>
Jreaking Load
[n tons of
«»l01bs.
Kind of Cable.
16 Tone
90 Tons.,
I Tuns..
iTooft..
44 Tons. .
61 Tons.
Wire Rope
Hemp Kope
Clmiii
Wtic RoiMi
Hoinp Rope
CImiii
Wtre Bnpe
HiMnp Rop«
Chain
Wire Rope
Hftmp Rope
Chuin
Wire Rope
Hemp Rop«
L'buiii
Wire Rope
Hemp Rope
Chain
Wire Rope
Hemp Rope
Clialu
Wire Rope
Hfiiip Rope
rimin
Wire Rope
Hemp Rope
Cliaiii
Wire Rope
Hemp Rope
Cliaio
Girlli of Wire Rope
mill of Hemp Rope
Iliameter of Iron
of Cbain, inches.
3.^
7.0
it/ie
n.o
B.O
la/io
3.5
0.0
4.0
]0.0
St/32
4.6
u.o
1.1,10
S.O
12.5
1.3/l«
5.&
14.0
I.S.'IO
6.0
15.0
l.T/in
WeiKh .
Ftxitial
|Iiength Bitfflclent to pioviJe the maximum working sli'ess :
Hempen rope, dry and untarivd. 9tA
'• weturlarrtMl 1873
Wire rope ,„ ., , UM
Open. linli chain IMO
Stud chain 1000
I Soineliines, wlieu thedepllisai-eTeryirreat. ropes are given i
Tit" fonii of n liodv of itnliorm bireufrili. by makiiiKtliemof «(_
k1 ■ Icrs nimiiiisb towardx tile lower end. It is eTld«inl I
i.Kicurt in the fibres caused by the rope's own wt
■ liiiiiiii<lied
_IIo|>e for Hvlallue or TranaMilmlan. IHl
** \V Htnil C'^nipatiy. New York.* — l<<ii>^ UHed for holiiiin^
||lls.sjiin Iff p(»weiYs »snl)jrt'ti-d to a ve)\\ s^'trre t<*st. C^ritiitl
lliil eriiids t.i powder In Ute centre, while ihe exterior may I
\ was liul*' woi-ii.
_ lu liendinu a ro|)e over a sheave. Iheftrandsand llieyanu<if t
slide a fiiiail diKlaiicc Upon eacli other, cauxing (rlctinn, nod we
intemnlly.
The "Srevprlnrii " rope used hv the C. W. Hun; Co. Is iii.-i.l.- t'V
he till! >. niixerl with siiflloii'nt tallow '
fliis li ii> iif tile inpr. and prevenl''
ear. !i -.rt limu the exterior of Ihe !•
• flhres niu flr^t wiuo iido a/vn
I lUfd '• rlKlit hiiiid. ' From JO to I
111 II-.- -i/i. .,f Ihe roj«", Ave vhen v^iv \uit«<lMri
ifvcdon, or "lefl LnnOk," \nvo a. *».tvuX,
8TRBNC.TH OF ROPES. 341
r foiir for a 4-Rt.mDd rope, are theit ttviKt>'>l
jain In llie "ritt'it lianil '■ direetinn. When llin
1- ent'h of tin- Ilirenils, iinrt whon llir HitvK
i intu riipe.il uiitwisin tlie siriitiilH, tmt H|;niii
_ llie iiirifiis. 11 IS iliis i>p|ioxite fwlst that kt'(-|>H tlie ropit in its
iinn. WbfU a. weight ik 1uii)>; cut tiie end of a ro|ie. ilii* teiiu-*ni'y ia
rope to UTitwUt, and l)Ci'niu« longer, In iintwistlngr tin- rojie, it
lijil ihe threaUs up, nml Ilio «L'li{ht will rtvolve niiiil iJie Rlruin (jf
risliii^ Ktrantls just cqiiulK the siruin of thtf tliremis b^iiif; t^istiMl
III inukiug a rope it is iinpu«Hll>li.' lo malce tbe^e strains exactly
meh other. It is this fsrt Ifiot maUeH it nocfssaiy U> take out lli«
In a aew rope, thnt ia, untwiot itnhen it k put at work. The
list ()iic «huuM Ixi put in tlic tbrfads Ims bevn aKcertuiued appiux-
i |.'iice,
work that the rope will do varies greatly. It ilepeuiU not
;y of the Hbi-e and the method of layiUK up the roiie, but
'if weatlier whf-n the ro|w ts used, the hlocks or Klieaven
!), anii tliH Ktrain in pi'opi'Mlion to theMraiu put u|inn th*«
i|ial «enr conie.n in pracliL-e from defective or batlly Net
■■S3 of load and exposure to storms.
"on the riipu sliould not exceed those given in the (alileB,
• inioal wear. The indieaiions of exeessive load will l>e the
if the rope, or one of llie strands slippinK out of lis proi)er
.iti HUiuunt of iwiKt comes out in unlng it the first day or
it the roi»e ethould renutin sulisuuitiallj' the same. If it
I is too great for Ilie durahility of the rope. If the rope
: -;ide, and is ^ood on the Inside, it slujwti that it has been
_ over the pulleys orsheaveji. If the blocks are very small.
> .vliding of the strand;) and threiidm, aud result in a more
"ir. Rope made for hoisting and for rope traitsniission is
:, four strands, as experience has shown tliis to l>e I he most
»ie.
«aKtb »nd weight of "stevedore " rope ia estimated fts follows:
reAkior strength in pnunils = 790 fclrcumference Id Inches)';
rdgbt ID |>otjnda per foot = ,032 (circumference in inches)'.
reehnlcal Wordn reiatlne to Cordage most frequeatly
c:
—Fibres twisted together.
li — 'i IV.. itr more xuiitll tiriotil twiste<l together.
Mt a. little larger j/arnt,
twiMted together.
I -nether.
» misled logetlier.
■ Nree strnniia.
of font' eirfinrls,
'ed together.
Hil into strtintis,
, _ Miideil into fopo.
Mtkmib liAid \.i\t iell-iiUiideii into a cable.
l:
V Ik l-iloL' stiunds together In making the rup«.
rtuollier ro|)e by interweaving llie strands.
■•s. i\ suing iiroimd the end to prevent untwisting.
led by winding a yarn continuously and tightly
t. - "
t«D.— By wrapping with canvas.
' - Wli^n I wi . porta are bound togelliei^ by a .yam, thread or string.
I . tnrred or greased to reHisC wet.
' -linojed.
iiee in a transnilssion rope is not only Ihrt
first pni'i in fall when the ropejswg
• ■••. tie.' projecling part wlj"
111 ofr of the sinindB.
D* I t rojie.
operftion in apU
ijulj -j/i'ra vii/^ nuji wnJi.- tnuu a fuJl-aize i
4
4
^kS stubmqtu
OF MATERIALS. ^^^|
^B
y ■
^^^^^^B ^-.^^a^
^ ■
k j^ I
^^^B - a ' S- £]
^^^^
L ^
^H^^^^j
^^^^t CORE'^^
r 1>. M
■ A
f^ fl
^^^^^^^^B
^^^^^^^B'
^■^^^^
V '^a
B^^^^
bBBW^^o ^^-^'^'-'mAw^^^^^^^
£'10. 79. ^^1
^^^^^^l^^^r^Hf
^^L n' \\ It ^
V^^VI^9^^P^^PVBH^^^^B^^^^Br ^^
^P^ SiT^^
p^^^^'^^^'^g^ ^L
^^^^^^^^^^ ^^v
Fio. sa ^1
^^^V 7 8
T^^^^H
^^^^^^^^^^ Bpuctxu of Rons. ^^^^H
8PUCING OF EOPES.
343
(>r twine, (I and 10, around the rope to be spliced, about (i rc«(
i ■ liiy the Btraiids of each end back to the twimv
-r and twist each cnrreHponrtliiK pair of siramla
pj in Ijeiii^ tmiKlHil, ftH shown in Vig. 18.
I ia now cut. and the strand S unluid aud strand tcareflllly laid
fa distauct" of four and a half foi't from tlit> jiniuliou.
I is next uiilaid about one and a imlf feet and Btntud S laid in
tUe cores ar« now cut off so thej' just tneet.
I I four and a half feet, lay ine strand 3 iu its place.
I 3 one and a half feet, laying iu strand 4.
triuids off lo a length of about twenty iuuhes, for convenleni!e
IU.
IV tlit> form shown in Fig. ru with tho raeeliii); puinls
I ,i|iart.
t ^iK-iM'twlvely 8iil)jt-eti'd to the followiiisr o[»'ra,tlon:
pint "f iiiceiiiiK of Ihe Blrands 8 and T, uuhiy eucli •me three
Ah tho strand Sand the strand i iu halves as far hack as tliey
d and " whip " the end of each lialf strand with a Kinall
lie strand T ia now laid iu three turns and tli» Imlf of A also
urns. The half strands now meet and are t ied iu a iiliupla
9, making tlie rope ut thi.t tiuiiit Us original size.
now opisned with a ninrliii spike and Ihe Imlf si rand of T
I the littif strand of S liy pa-'isinn the end of the liiilf strand 7
ipe, a-s slinwii in the enprnvinp, drawn taiil and a|<aiii worked
|uf stmnil until it reaohes the half !<tra<id 13 that whs not laid
tKiraud 1.3 is now split, and the half slnind 7 drawn ihroiich
Us fUaUe. and then tnt'ki^d nudnr the twt-i adjai^eut Ktniiids^ as
il. The other half of the strand H is now wound around tliu
^ 7 In tlie satMH manner. Aftt^r eaeli pair 4if strands haa
• tliii innnner, ilio ends are cut orf lU. I'.', learini; them uIkiuC
B. After u few days' wearlhey will draw into Ihe body of the
(f. MO that the locality of the splic^e can scarcely lie detected.
CiitK. It". >V. Hunt Co.). — Tlie nuKjiint of coal that can be
rope vane.s tyreatl.v. Under tlie ordinary f^nditions of use
Irom 5000 til fHKK) toni^. Where the ciieunistances are more
Rnioiints run up fretpieiitly to 12,0tK)or l-VOOO tons, occosioo-
pd in one ease iL\-tOO toim lo a single fall.
Ing ioiM< is fii>it put in use. It is likely from tlie strain put upon
rtieo lUe liloel! is loosened from tliu tub. This occurs in the
•ro only. The rope sliould then be taken down and the
lout of the ro|>e. When put up aKain the rope ashould give
Ible until worn out.
y that ilie rope shoijld l>e much lanrer than is needod to bear
I the looit.
pxrience for many years has siibslantially sellled the most
Bof rope to be usi'il whicli is irivi-n iu the tiilile bel^iw.
M Ore not splk-ed, us it is diffleiUt to make a splice lliat will
bile runnini; over the sheaves, and liie iiivreused wear lo Uo
• way is very small.
[iy liolsted with what is conitnonly called a " double whip; "
runiimi; liloclf that is attiiehed to' the tub whicli reduces the
|ie lo aiiproxiniaiely one half the weight of the loud lioi.sted.
table gives tile usnul size's of Itoistin^ rope and the proper
.S44
STKENGTH OF MATERrALS.
III
^ »/16
'Weight &nd Strenglb of nanila rord
Dodge ilhDUtacturing Oo.
»/)6
1 1/10
1_
5 S
12
IH
30
S"
4fl
65
ft)
9M
IJO
ua
:;o
300
27]
« St
111
541)
0»
1.000
l.«80
1,M9
a.sso
4,000
5,000
0.SBO
T,S0()
9.000
10,S00
18.«S(>
H.OOO
•d
1.
§ i
«
-P
5^
"SSB
-2-
"a
^?a 1
50-
5 "
1 -vid
810
.«' 4"
l"f^
346
a^
I7I
890 1
an
1 9/15
43S 1
17 8
\^
480
IS
sei
n s
s
678
7 0
'?4
797
6
s-
WO
5
Sf
I.IOC
4 S
9h,
13s I
3 C
8'^i
1,4S0
3
8
1.57S
8 7
^
1.700
2 a
1.961
1
^V T. Sppm-er Miller iKun'il AViph. Dec. 8. 1x90) •_•■■•. •' '
^^1 lireftUin^ slreii^th t}( tnaniln ro[j4>, whit-'h ho *'
^B the strviiKth L'oiiipuleil In- Mr. Uunt'tt fonnul.i
^^ fi^ireuinrerence In iMchesl'-'. Mr. Miiler'tf formula c^. opfim ju^ w«m
ciremnfcieiiee' x a ciiefflcient whicb Tories from 900 for I4" » '
illametiT ro|«.-, <is shown in Ihe table,
Plam.
ill.
Circuin-
tereuce.
In.
3
intimate
8lreiiRlh.
Itw.
2,000
3,a50
4.000
13.POO
7,000
«,8S0
Coeffi-
cient,
900
R45
t<30
790
7S0
765
Diam.
ill.
CIrouui-
fer«a«».
In.
'iU\
For r"iM»-<lrivioe Mr. Hunt recoiiiniemlK thai the wnrkp
liiot rxc-erii 1 AJO nf iliv uiiim&te brfskiuK strain. For fur
[•Hef " lioiw*-4i living."
Knota.-.V Kifdt iiumlMT ot IcnoUi have been iltirin
loiil.varc iltiiHirHtfd. but tliosi' selected are the ino!i.t fn
itUe cul.i. Fip Sa. they aresliown open, or l>efor>'
tto uliow the position of the parts. The names 1
A. Bight of a rope.
B. 8ifii|ile or OTertiaud knot.
C. FiKiire H knot,
D. Di>iil)lf liiiot.
E. rtojit liMot.
F. Bowline, first step,
0. Bon line, »eeun<I step. V. !■ rrA]
H. Bowline i-oinpl«'ted.
1. Square or reef knot.
J. Sheet Vienil or weaver"? knot.
K. Sheet lj«*iij «illi 8 tofjgle.
Currk'k linid.
Stavedure kuot completed.
8(eviK.lof6 knot commenoed,
aup knot.
P.
H
i:
I
11
8.
•1:
T.
(■
V.
U
V.
T'
\v.
1!
X.
K
Y.
1;
Z.
WjuI Uii.,1
A A
..
BB.
V. All kuoC
CVl,
»» «*
KK018.
priuciiiW of a knot is that no two pnrta, which would mov« in
■ 111 it llie n.pe were to slip, should lay along ni ie of aitil UiuofiT
Is on- of ihp ino-"! us»ful knots, it will not slip, and after
-iitiotl. Commence by inakinsra bipht in (ho
ihe biglit and under Hip smndlnj; part as sho'
'I tlirautfU iliH hitflil. and bmil tiji;lil.
■ i-miiu'.' •r ri"i-f kifiii miisi nut be n)islaU>-n for tlif " praiinv "
sli|i« tinder a Klrain. Knots //. A' »od .v; aie eoail)' iinti>-d after bi-iiij;
r strain. Ti(4? kmit M is uwftil xvbfii tlie rope passes Ihroueli an eye
• hrld by the knot, as it will not slip and ia eaail; untit^d oftsr being
aed.
A a e D e
3^
in^^l
AJ\iOS-
.fter
cnot
UA.UVIX1UAJUU 'VJV
p-rop»l
To Splice a 'Wire Rope.— The tools required will be i
spiki-. nipping cutters. an<l either clam;is or a small hemp-rop^t
which to Hi'ii]) aroiiixl nuii utitwiKC the rope. If a l)«nch-viiie 1*1
It will lie r>juii(l eonvwiiienl
Id splicioK rope, n c«rtaln lenRtli is used up in iiiakiDgf ibe s|i
alliiivmii-e of not l&xs thnn 16 feot for ^ incjh rope, drul pnvpof
Irintcer for lai-ger sizi'f, must be adiled tu the length of an emuM
<irdei-iiig.
IIuvin>: nivaiitirBd, carefully, the length the rope should lie >(
ing, anil marked the points M and J/', Fip. W8, unlay the strandl t
end Eaiid K' to M an\i M' and cut off the centre at Af and Af', and
(H. Iiit'MiiM'k tho six unlaid strands of oooh t-nd alternately I
Ihem liigftlifr so tlint the points JIf and M' nipr-c. lis in Tig. tH.
{2k Unlay a t^tiaiid from one end. and foIKivvint: the unlay clo«eh
the seam or groove it opens, the strand opposite it tx-lonpng to ]
end of the rope, until within a leiipth e<]ual to three or four tiniM \
of oiia lay of the rope, and cut the other >;trand to at>out the i
from the ]">iiit of nieetinir as at A, Tig. 85.
(^>. Unlny the adjacent -strand in the opposite direction, and tttHl
unlay closely, Iny iu itji plnce the correapoudlnK opposite strand, d
ends ns dfscril>ed before at H. Fi(r. 85.
There are iio»' foiii- strands laid in place terminatiDg at A l
eight remalninc at IH M', as in Vig. Hfi.
It will l>e well after laying each pair of strands to tiethetnl
the pnintii A and U.
Pursue the same course with tlie remaining four pairs of oppodj
DMt
lias
tttoj
._id,ci
oppocfli
■ proper places wit
Fio. 86. Fto. 87.
SpLICI.VO WlRK ROPB.
slopping each pair about eight, or ten turns of the rope ahi
Ing pair, and cutting tlie cuds as liefore.
We noiv have all tlie strands laid in their
Ive eiiils iio-ising each other, ax in Fig. ^16
All nietho'lH uf rr'pettplicing are identical to this point ; their
Rists in the method uf tudttng the ends. The one given below
most genHnillv practiced.
Cl^nip the rope either in a vise at ft point to the left of .1, Flp W
hand-clanip applied near .4, open up the rope by unt\u "
cut the core at A, and seizing it witli the nippern, let
otlt «lo"|y. you following it cln.<elv, crowding the strai
is ail laid in. Cut the core wln-re the strand ends, an
into its place. Remove the clamps and let the rope cli-
Draw out the eore in th" opposite direction nod lay tin
C'-ntre of the rojie, in the game manner. Repeat the
remaining jMiint.s. and hainnier the rope liphtly at the i
pa-ss each 'iilier at A, A, H. /?. etc. v( ith Binnll wo<nl.
splice i- ' lut shown in Fig. S7.
If n ■■ "e are not ol)taiiiahle. two rope allQg» and dio|
Ipvf'r« I ! to unMvi>^i and <i|i©ti tjp the rope. J
.4 aliove will he ncnrly its st mng as thi> ortctnaj
" After rnnrdng ii f>'w days, the splice, if n
c.: M-ept by clost! examination.
■jiir- lotloua hove Ixsen adopted bj Iho loading top*
HELICAL STEEL SPRINGS.
SPRINGS.
ftloiM. A spiral spriti^ lis onr> which i.t iround nrounri
ceuti^e, and conlhiually lecedinir from It like a \vuh.-li «|ii'inK',
prdiK Is one whicli in wounri around an arbor, nml a' ihi' iMiriie llnni
: hkt^ the tbrejid of a screw. An flliplieai or iHiuinatefl Kjiriii^ b
(lot liars, plnirs, or '■l(?:iveK," of rrgiilurly vnryiiij,' Iciigtli.s, wijier-
Nl One nnori llip -itliHr.
Iiiiiuat«d iltecl Spring*. -Clivrk (Rnlfs. Tablets and Diito) nlvea
"»Mii>g Crom his uoik on Aiii'iray Machinery, 1855:
A _ 1 66Z.° _ bfH _ 1 mW
I = clastioity, or d>?flectif>n, In sixteenlhs of an hich per ton of load,
t = wurkini? strength, or lond. h) tons (i'MO lljs.),
- '■■■'■^ when loifcdeii. hi inches,
; :h of pliites. in Inches, taken as iinifonn,
<"$$ of plnteK, in 8ixt««ntlis of an Inch,
t _ „.,...u<^r of pUiteti.
Hfc— The span and the elasticity are those dtia to the spring when
mmii
I
.'ra Ihtcic hack and short plates are used, they must be replaced
..••nt number of jilates of the rulii^g' thickness, prior lo the em-
ilie first two formula;. This ia fonnd by miiltiplyinc fhp mim-
exua thick plntes by ilie cube of their thickiiettf, and dlvidin^r by tho
Ilie rulhi); thicknes.-!. L'ODverfiely, the miinher of plates of the ruliiie
(J ven by the IhinI forniulH, required to b^ Jeiiucteil liiiil replttcea
uulier of extra ihiek plates, lire foiifiil by the same t'fik'Ulalion.
Lined that thtt plute.* are slniil.trly and reKularly formed, Btid
(if uniform breadth, nud hut t^liKlilly taper at the ends.
Constructor gives for semiellijitic xpriugs:
P =
Snhh*
61
t max. direct flhre-ntralu in plate;
= nUdilKT of plates in spring;
E oDP half leii^tli of spring;
Eload ou one end of iipriiif;;
and / =
6Pf»
b =■ width of plates;
h = thickness of plates;
/ = deflection of end of aprine;
E= ra. • • ■
I
>duliia of direct elasticity',
ve foriuiilft for deflection can be relied upon where all the platen
- Ill-*- reifularly shortened; but in semi-elliptic sprinj^s, aa used,
.-rally several platt.-s i-'XtemUng tlio full length of tlic spring,
rtiou uf tb<!se long pUites lo the whole number is usually uboui
t.hpi* ^^
I bmrth In such casoa /
JCiMt''
(G. R. Henderson, Trans. A. S. M.I
i.'oiniMjre the formulw of Reuleaux and Clark «e may make
: KuhsllMillons in the latter: < in tons = fiu lbs. -i- 11:^0; as =
, I 7= IQJi; then
iMxBfXP „., , TP
Aa~W =
whence / = j
■ -lOOO X n-JO X nlih'' ^ S,BS7,183'
Ml corresponds with Keuleaux'a formula for deflection if in the lattec
» e i Il.J,IC.'.HO0.
P SSOiiWi' ,
/» =
la. 68711 ft/t'
I
n.U with Reuleaux's formula for working loa<] when .S'lu (
■ I 'JO.
iisuully taken at 80,000,000 and S at SU,0IX), in wlilch
,, ji;e' become
i».yaiifcfc« . j^*
( ona /_ 5 oQo O00,i6/i«'
_1 Steel 8prliiK«. -f'lark quotes the following from Ul
Vttlvcs tTrans. In.-.i. Engrs. and Shiplitiilders in Scotlai
,l» y. w
P =
BFBH^aS.
1
compreKBion or extenalon of one eoQ in tnobea,
diameter from centre to cectre of steel bar cOnstttttHnC I
in inchtss,
weight applied, lu pouodH,
diartmtvr, or sid« of tht; irquare, of the steel bar. In sixt««eDii 1
■null,
. constant, which may he fatten as &l for round ste«lj
sqiiar« steel,
^ — Tlie deflection E for one coll 1« to be mnltiplied by (
«e coils, to obtain the total d>-llection for a f^ven spring.
The relation between the sufe load, size of steel, and diAineUiri
7 ted
be token for practical purposes as follows:
^H D = i/ ^1 'or round He«l:
^^^■mkine*!
^^^ Tn islil/«1t
for gquare steeL
Bkine's Machinery and Millworlc, p, 300, gives tiie foUov
V
ir, =
■ 19C/cf'
= greatest safe sudden load.
a
In which d is the dlameKr of wire in Inches; c a (
elasticity of wire, say 10,500,000 to ia.(KKi.O(W for char
I radius to centre of win' in coil; ii effective number
shearing stress, say 30,000; tV any load not exeeediiij? ^;IWlI^st i
r correspoudiuif extension or conijirrssioii: ^\', jjreateist luifo I
greatest safe hteacly extension or compresBlou. j
If the wire is pqiiare. of the diiiienHiuus it x rf, the load for a ^Itmi a
tloti is greater than for a round » ire <if the dianiuier J In the ratio uft
l.BtS or of 1 .48 to 1 , or of 10 to *, nearly.
WilwinHnrlneU (Proc. Inst. M. K, 18*;. p. .Iiv "' •-'
!^prln(; may be calculated from the funnnbi on
fttl Ittll^y and Tables"; but the experience wi! ■
iliat the aflfe limit of KtreBB is more than tn
namely BO.OX) to 70.000 lbs. per square lueli uf -
about 50.01KI with Vi Inch wire. Hence th.^ . ...
8prlDt;8 of wire Ik four or livo times as great u» Uanume iuijivb.
For 9i inch wire and umier,
„ . , J , lu 18.000 X (diam. of wlrr>»
Maxiniiim load in lbs. —
Weight tn lbs. to deflect iiprlng t in. = j=
('■W
Mean radius of -
IS'.''
NumlM*r t
The work In foot-poiuidii that can be stored up In a spiral giitiAC I
lift It above 50 ft.
Ill a few rouKh experiment* nia'l' , t|io i
rlpidllv was noticed to tie l',',(K)0,(« n i,
r..r il/a-I iiiili: nn.t Kl.liOD.IHK) to 11' '
Heilral Sprlngrn.-,). UeK'ti-nj., in lb.. .l./ifii<-iiN JfurA/afl
IH, iw.', «lve.- r.ii iiiiilii- fur ilie deilection and carryinif capacit;
«4pringii of round iiu^l Hi^inire steel, Jilt Tollow:
w=.sk:^ )
V for rouiul staeL
' ~ ° >M1 • 1
for aquars i
HELICAL SPKINGS. 349,
, W^ enrryinK capavity iu poiindH,
S = gipatHst Uiusile KlreKs per square inch of material,
d = ili&ni'ter nf stt-el,
I) = uiilsl<l(? diftiiieier of coil,
F— deflection of onp coil,
£= torKi'jiial muiiulus of elasticity,
P — loot! iu pounds.
I tbrnc fonnulas tlie folioning tal)ie ho!; he^n caloiilat4Nl by Mr. Beg'-l
A !;priii^ be>li<i; made of uu elautlc iiiai«iial, and of Eucli Kliaut! mb iO|
■fdefliMjliori, will not Uh affected by sudden siioelts or
•nt ns a litjid body, and a factor of safety Vfi-y inuc"
>triicliutui may be usetl.
I «Uicofni
HOW TO USE THE TABLE.
ugoTofc a spring for contiououB work, afi a car spring. UM mt
factor of iiafely tlian In the table; for intermittent worlciii?, as In J
n-en^ne governor or safely valve, use figures plven in table; fop'
steel iiiuhtply line irby \.-i and line Fity .50.
ojtlr t. — How mucli will a spring of &^" round steel and 3" outside
er carry with saft-ly 1 In the line benued I) we find 3. nnil rl){bl Uii-
Lh 178, whicb is the welRbt it will carry with safety. How iiiiiny coils j
\is sprliif? have ko an to deOeot 3" with a load of 4IK) r>oniHii$ * Assuiii-1
iixftihi-! i>f elasticity of IJ millions we find in tlie centre line heiideil
10; lliis lit drfleclion of one eoiJ for a load of llH) iionmlK;
4 = .an" is deflecMon of one coll for -UK) pounds load, and 3
lie number of cuils wanted. This spring will therefore b«
\e wlir-n el<«ied, counting working coils riily. and stretch tu '•%".
iplr S. — -\ spring 3(..(" oulslde diameter of 7/IG" Meet in wound cloae;
Itch raTi it tie eiiended without e.\cetMlinir the limit of stifefy y W«
i»i"i ' iiJ tor this spring to be TM pound''. Jind deflection of I
If..' I ■ loail .0405 iiiche.s; Iberefore 7.(12 x niOo = .-iM" \» tliol
t ».; iiening between coils. We inny tlins, wilhuut kliow«|
!>ja<l, (i^-. 'rutin whether a spring Ik overlondeil or not.
rtilK Capmclty aad Deflet'tion of He Ilea I SprinirM of
Boaud ^teol.
liatiieier of 6t4^1. D ~ uiithide diameter of coil. H* = safe workliift^
f,,..,.. "--•.'....M.. ci..usq not exceediug tW.iWO pounds per nqiiare iiicli!'
li» [xiuuds of uuH coil, and a modulus of elaMll-1
respectively. The ulllinate carryiuf^ ciipacitj^l
.....,i .,.^, — .; load. 1
StI
.50
.71>
1.00
1.25
K
16
«
7
n
OKO
.anwi
\.va
S.aOi
7.3SO
OflU
.auTs
i.sai
3.058
0.-JI4
0>07
.VlAi
i.oaa
3 544
S.178
=.n
75
1.00
i.ai
l.iW
65
46
«>
39
.0887
.SOTiO
,iwi-j
.a«.w
- , , >
.QN04
,2191
.48.19
.feJIS
\>\\\\
.(»70
.m
.3WX1
.7010
7^
I (Ml
l.S)
1 nd
1.75
l!«
104
8M
.01)07
.ITOS
.280(1
,0T7M
.1100
.94.'>7
U^il'J
.OtlJS
.f.'17
.«01S
' .^tl
1 7.-
8.00 ■ a.ta 1
.1087
nA« fi
. liJSW
. , -, OSUl .;S6V ./B44I
'*i, .iU7hI .ohm .OTB-il .11371 .jOlOl
V »M)
"^
■r
SPBINQS.
^1
^1 Carrying i
sTpwcuy ■
nd IleOectlon of flSueSniH
■
Round Steel.— (Coii/itiiifti).
^1
D
1.50
1.75
2.00
2.25
S.50
2.75
8.00
3.35
8.901
1 ^
W
600
SCKI
426
371
829
29Q
207
245
(
.OliM
.0242
.0302
.0503
.0854
.1187
.liiSS
.2066
.2640.
H
f]
.0117
.0207
.0386
.0508
.0732
.1012
.ia.'.7
.1771
2263 .
^1
J_
.0097
.0173
.0280
.0424
.0610
.0853
.113)1 .1476
.1886.
^^1
n
2.00
2.25
2.50
2.75
3.00
8.25
8.50 ,' 3.75
~sk
w
765
663
isy
528
473
43:3
398 1 368
*9
.0169
.02A9
.0377
.0528
.0711
.0935
.1200i .1513
.imR
F-
.0145
.0222
.0323
.0462
.0610
.0801
.1029
. 1297 . tow! '
^^Iw-
D
.0130
.0185
,02tJ9
.0376
.a!j««
,0668
3.25
.OHM)
.lOttl .(338.
^^^^~
2.00
2.25
2.50
2.75
8.00
8.50
3 75 4.00
ir
1£63
1089
937
8,53
770
702
044
596 U4
^
.0081
.0120
.0180
.0262
.0357
.0472
.0617
.n::.' (itiui .
~ II
F-
OOGS
.OlOU
.0160
.0225
.0306
.0405
.0529
■a
"F
.0068
.0090
.0138
.0187
.0255
.0337
.0441
~
8,00
3.23
S.50
2.75
8.00
3 25
3,50
~3.75 4fl
S
w
1063
1683
1472
1309
1178
1071
982
906 H
i
I
OOIS
.O0C7
.0080
.0141
.0191
.0259
.0336
.0427 .^H
f\
.0086
.0(X->7
.0085
.0121
.01B7
.0822
.0288
.0860 :^H
•«
_2
.ocm
.0048
oori
.0101
.0139
.OIK)
.0240
.om^H
1
D
2.50
3 75
3.00
8 26
8.50
8.75
4.00
4.25 "oSP
H'
2168
1016
1?20
1500
ur,
1815
129)
J137 imis
eS^
.005«
.OOKl
.0112
.0151
.0197
.0252
.0816
,0390 .0474',
H
J!"-
.OUS
.0070
.0090
.012»
.0169
.0210
.0S71
.0334 .OM .
L ^
D
.0040
8..VI
.0058
.0080
.0106
.0141
.0180
.0225
.0278 .0889.
m 17
2.75
300
8.25
3..'H)
3.75
4 00
4.2s 4.S0
II
W
3066
2707
242-i
2191
2001
1841
1704 1587 1 14»l
.0034
.0040
.0068
.0092
OlJI
.0155
.0196, airx (f-liT
F-
.OOW
.0042
.(KB9
.0079
.0104
.0133
.0168. ."
rs
.0024
.0035
.0049
.ouce
.0086
.0111
.0140 '
4.5<l 4.1.-. ■•"
D
3.00
3.2S
8. SO
3.75
4.00
4 25
III
W
8311
2988
2783
2500
2311
2151
2009 1 i.--.-. i;::
t
.0048
.0058
.OffiV
.0100
.0127
.0167
0198 .1'. ; ■ ,
^C
^1
.C0S7
.OOSO
.IW66
.0086
.0108
.0185
.0165 ■
1
.WHO
.0042
OOM
.0071
,0090
.0112
.0138, '
^
D
3.00
8.25
3.E0
8.75
4 00
4.25
4.B0 4 75
|S
II
II"
4418
397«
3615
8318
8058
2810
2651 S4.%
I
.0028
.0038
.IWI
.006C
.OOM
.0105
.0129 .0157
J^^H
f\
.0094
0033
.0044
.0057
.0072
.0090
.0111; .0188
"S^H
•o
1
.flOft)
.00-.'7
.ooae
.0047
.OOflii
.0076
.0098 .0118
M
o
3. SO
3 75
4.0O
4.25
4.50
4.75
5.00 8.au]^l
k
»'
eut3
54flO
5051
4676
4H.M
4073
382C S^^^H
f\
0021
.0(WT
.00«5
.0045
.0055
.0067
.0081 .oannH
II
.0018
.UOKI
.ooao
003S
0047
.oam
t»7o .ncBjH
■0
\
.ooie
.0080
,0020
.0032
.0039
.0048
.00581 .0009 .an
p
8.S0
S.75
4 00
4.25
4.60
4.75
.'. . • "'
i
w
942.'>
8M8
7854
JTJ50
BT32
62Ja
f>^
It
1
.0012
,0016
.0021
.009C
.003:1
0U41
.l"' 1
f\
.0010
.0014
.0018
.0023
0028
.0035
.OOU ■
1
.OOCH
.0011
.0016
.0019
.OlW.'i
.0029
.0083| ,
Thft fominlffi ftir ilefleotlon or compr*!sslon given \yy CUl'l
tteclnip. nlliinnirti very dilTereiit iu forui. hIiuw a KubstHl
when f^ ■'■ ■ '■"■II,. fi.iiii. I/;t <i s= diameter or wlr#]
mr»' It I lie number ot uov\&, w vte «,y
H>0 pounds to cause comp. or ext. of 1 in. = „^
nOcient C reduced from Martnell's formula is 8 y 180,0(X) =1,440,000;
to Clark, 10* y £2 = 1,441,702, and accordins to Begtrup (usIliR
tar the torsioniil rnoduluo of elustiolt}') = 13.000,000 -•- ? = 1,600,000.
»'■ fomuln (or greatest safe ezt«naion, t', = -^^^ — ■, ■^' may Uke
cd
78A4n/) 1
*' ~ " lood 1* '^ "■« *>."<* ^"^ 12.000,000 as the values for /
teetiTely.
Mat fomiulfe for safe load Kiven above may be thus compared,
lot diameter of wire, and O, = mean diameter of coil, Roiikine,
KTcUrk. IT = *^^'; Begtrup, W = ■^., naru,ell.
. Substituting for / the value 30,000 given by Ranlcine, and for
d' d'
Ml giveo by Besl^rup, we have IK = 11,700 ^r- Rankine; 12,888 j.-
d* rf
,SeS-=r B^trup; :;4.000 -7- Hartnell.
iv, I),
from the Pennsylvania Eailrottil speciflcalioas (he capacity when
the followlnesprines. in which rf = diameter of wire, D diameter
lil, Oi = b — d, c capacity, B height wlten free, and h height
All In inches.
d = J4 D=1H /), = !« « = «? ff= ? '• = ?
8 3H l.WO 8 6
a H^i & S.IOO 7 4U
1 5 4 B,100 lOU 8
lU 8 «K lO'OOO * S?^
m m ^ le.ooo ■!« 88
Jog the values of 0 In the formula c = W = a- — we find a:, the
to ba respectively 33,000; 38,000; 33,400; £4.888; 34,6flO;
rij.ooo.
<P
I OB the eoelHcIenl of zr- according to Ranlcine and Clark for
1 24,000 as the coefficient according (o Beptrup mid Hartnell,
pthe Bafe load on iliese springs, as we take one or the oUier co-
T. 8. K. D. I. C.
I Clark ISO 600 l.OliS 3.0O0 3,750 5,400 lbs.
. 300 l.afiO S!,024 CtHKI 7.600 lO.WO "
when closed, aaabova 400 1,'JOO !2,100 8,100 10,000 16,000 "
loud (Trans. A. 8. M. E,, r, 173) gives the following:
P = load on spring;
8 = maximum Hhcaring flbre-strain In bar;
d — diameter of 8(eel of wlilch sprini; is made;
J! = radius of centre of coil;
{ = length of bar U-forv collinjt;
O = mndulun of ghenrin;.' plnslicity;
/ = deflecMoD of sprint,' under load,
ikes S = 80,000 and 0 = 1->,aoa,000.
kin a helical spring is almost wholly one of torsion. For i
pe (ormule tor springs from (orsfooal formula aets McJ
aELlCAL SP&tNGS. 351
Compression or extensioii of one coll = :~^\^;
Cd*
I
I
i
I
i
35'2
SPRtXOS.
ILE.IPTICAI/ SPRINGS, SIZES, AND PBOOP TBtT
Pennsylviiiiia Hitilroad Speclflattlong, I8881
OiaM.
See
A, Triple.
^B^ Quadruple.
^B, Triple
, single. ..
"F, Triple...
tt. Double.
m
Double
I Double, (,
' B plaies (
t Double,
^ ) 7 pl&ces
M. Quadi^ple.
Il»
Bin.
15^
3 ««
xM
3x11/38
3xll/3S
8
a
Tmu.
To BUnd Ins. Htgti.
914 between baods.
is
a " ••
m "
V 8 " "
S '• "
^ II II
3
S bet. c*n»i*e of eye
and top of leaf.
a
2Ui between Itands.
1 5^4 "
18
3
13/16
18/16
ii
* A. p. t., Buxitlnry plates toucliinK.
PUOSPHOR-BBONZU SPRINGS.
Wilfred Lewis |F.nginefii>' Club, I'lillu^e l|iliin, mSi) niadv iHMni
bliosphor-broiize wire, .]'i in. dlanielcr, oolli'it in tite form o< a a|
ijki in. iliuiiietfr frtuu ci'tilrti U> (;enire, uiahJnt,' ."is! ooiln.
I Tills spring na.« londeil grndually up to a tension of 9i)1l>t> . but
Ifas removed it bfcaniy evident tiiat a jMriimuent set
jucti a Kpihig ut Btenl, ncfoidinK to the praclloeof the P K. R.
' ed forWll*. A weight of ::t lbs. was then si,- - ' '
[iibII auuiuMt of \'il>t-aii(.*ii, and the leit>;th niefisn J
Kiurs the spriiin leiiglliened frimi Jii^ inclii's 10 , ,
JSH^ iliclies. 71 Wu'acoiH-lu.lrd tliftt L'l Mm. wbh :
hat probably ICi !)» was as inui'h us eonld in' d-'
For 11 ({'""en Uwiil ilie cjilensiun if the bron/^
'extension of a HinulHr steel spring, that 1h, for [lie >,:iiiir
spriri^ b. twice us Hir«tii|;.
SPRINGS TO BtCStST TORSIONAL POR
k(Ueuleaii('B Constructor.)
,t spiral <»r helical spring. .. P = ■" ' « «.
*
iiUuO helical upriiig — P
LICAL 8PR1KGS FOK CARS AND LOCOMOTIVES.
, 9-
,^
aS^ei-
<; a a e
a S e d a
t- C-. IS TKia' o ei
a a a a c (t a «|
*^ «c to Ok
8S^ s s
-i^cmaoatoaot-cDSoook tooMOs^oo 03 c •o^Id idIv
^
I!
<oe<0
i- 93 Cb JC^ ^jv\
sis I^S S Hi
98 t: S
§
pi
= 8
II
23
5?«
1^-'
•Si" ^
n
hS
li.^
40 1fi10
ees teo »e
W*'.3ff*-^«3WA-3'3^ ic a O OuJ W >- a>l
1354 R1Y£TE1) JOINTS. ^^^|
RIVETED JOINTS. ^^B
Falrbalrn'H ExperlmentB. (From Report of CnmiRimMI
Kiveted Joints, I'loc. itxst. M. B., April. 18&1.J
The earliest published experinientg on riveted juiiiUi «ne cnDlaliml i
memoir by Sir W. f airbaint in the Transactions of the Uoyai Soclttf.
ing certain em pineal allowances, be adopted the following raliut «
preciiiuK the reUUvc strength of riveted joints:
Solid plate 100
Doiible-riveled joint 70
Single-riveted joint S0
These well-known ratina are quoted in most treatises on rive
Btlll sometimes referred to as having a conxiderable aulhorkly. Itl
however, thai Sir W. FairbaJrn does uot apjwar to have been awa
profKirtioii of metal punched out io ilie line of fracture ought lol
in properly designed dLiiihle and single riveted jijiu(.s. The«i« I
Iriiilos would Hwrefore appear to rest on a very uusiatisfactoryl
ihi- pxperinit-ntij on wliirli thev were bawd.
I.osa of SIrengtb In k>nncbed Platca.— A report J
Piirker iiiid Mr. Ji-lui, niade in IS78 to Lloyd's CY'Uiinlltee-, on ('
piJiielitug and iliilling, showed (hat ihiu steel plates loet eompai
from punching, but that in thicli plates the loss waa very (
I The following Uible gives the results for plates punclied and I
or reauied:
L Thickness of Material of l<oss of Tea*
Plates. Plates. per cent.
a Steel 8
g M
ii Iron 18 to 23
The effect of increaaing the size of the liole In the dle-blodc j
the following table:
Total Taper of Hole Material of Loss of Tenacity t
in Plate, Incties. Plates. Punohiikg, per^
1-18 Steel 17.«j~
H " (Hole ragKed) 84.51
Tlie plates were from O.STS to 0.713 inch thick. When ^1». .
were reamed out to It^in. diameter, the loss of tenacity diss,
the plates carried as hlgn a stress as drilled plste.s AnuealingT
to punched plates their original tenacity.
Strensth of Perforated PlBt«s.
(P. D. Bennett, Eng'g, Feb. 12, 1886, p. 1^5.)
Teats were made to determine the relative effeel produced apoo
strength of a flat bar of iron or steel: I. By a »4-infh bole drilled to I
quired tiizi-; ii. by a bole punched i^ inch smaller and then drilled
size of the first hole ; and, 3, by a hole punched in the bar to the siaa
tinlled bar. The relative results in strength per square incb of origtal
Were as follows:
1. 8. « ■
Iron. Iron.
t'njierforated liar l.tXW 1.000
Perforated by drlUine 1029 1.018 l
" " punching and drilling. l.OflO 1.006 i i>..'j i
" " punching only 0.TB5 0.894 0 ?5J f |
If— rl
hi
IpMt's teetfi on an imu bat t> >»« Vn. <
IKyCY OF niVETINO BY DIFFERKNT METHODS. 3
J <k aioillar bftr turned to 0.84 in. diaiueter at one point only, sbow!
I rt^laliye strength ot the latter to the fonuer was 1 .aa3 to 1 .lX)0.
Bted Joints.- DrllUne veraua PunrhlnK of Holes.
i
•port 4
..t of the Research Committee of the lustltuiioii of Mechanical
rm RiTftedJoiots (188l),aiiil records of Inves'tigationB by Prof.
IS8I. 1S8S, aud 1885), suiiimarizB the exlsliuif inforinatiou
ii'ative effects of pnjicliiii(» nnii driMinR upon iron and
I an exHiiilQalioii of tliu vohiuiinous tables (fiven in Pro-
nins Kt-j>ort. the resndls of the fcrtalest number of the experi-
le t.u iron and steel plates lead to the general coiiclnslon that,
plttleii, even of ateel, do n(»l Buffer very inucli from puncliing, yet
r t^inch tliielmess and upwards the loss of tenacity due to punch-
1 from lOf to 23J in iron plates, and from lit to :13S In the ease of
In drilled plates tliere is lui appreeiable loss of streD(rth. It Is
J remove the bad eltects of liuiiehitiB Ity subseiinent reamiiiR or
p; but the b-peed at which work is tiiniF-d mit in these days is not
I to multiplied operations, and »iich add ilonnl ireiitnient is seldom
,. The iiiir.>luotion of a procticahlp niethtMl of drillinR the plating
iiiid other structures, after it has l)een bent and shapeil, Is a matter
Importance. If even a portion of the deterioration of tenncity can
■ a much stroiiKOr structure results from the sjime material and
.itlitrK. This htts beeu fully recognized in the modern Kngliiita
48S7J of tl»e coiifitructlon of steam-boilers with steel plates; punch-
" sing almoKt entirely nbolislied, and all rivetlioles being
*es have Iwen bent to the desired form.
Bfflclcncy of Riveting done by DlflTerem
jncthodja.
*
Th
Ht ■
l>e Reports of Professors Unwin and Kennedy to the Institution of
Aical Engineers {Proc. 1881, 188a, and 1885) tend to eatal>Ush the four
tOe point-^!
That i:i.- sli-aring resistance of rivets is not highest in Joints riveted by
"fc ■■' ' ^i pi'essiire;
ie St renRtli of joints is not affected to an appreciable
■f riveting; and, therefore.
' pressure upon the rivets in riveline Is not the Indlspcii-
!iiit it lias been sometimes siipposud to be;
• 1 i. us defect of hand riveted a.s compared wlthmachine-
1 the fact that in hand-riveted joinis visible flip
I iitively small load, thus (fivinc such joints a low
^, au'l iiosslbly also reiideiinK them liiii-ki to failure
I (litis lift,*!- slip has once ccmimenceil.
__ Mjturen of meuu rfsult.s, talten rroin Prof. Kennedy's tables
leW, pp. aiS--Ji.'it, give a comparative view of hand and liy-
.-jjr. as reiyarda theirultimatti strengths hi joints, and the periods
both caries visible slip commenced.
I
I
3S6
RIVETED jonrra.
Some or the Conclnslona of tbe Committee
on Riveted Jolnte.
(ft-w, Iti-'l. M. £., Apl, ItWo.)
The conclugiona nil refer to jointH made In mifl ste*'l plulM
ri»6liS, the holes all drilleil, iiiitl Ihe plates in their ni
In every casa the tlvct or sheariiiK area lian been ;>
halea, not the noniiiuil (or real) a.va of the rl\'
Btreogth of the metal in the juliit has heen i'oiii[ :at
cut from thu< sniiiu plnti^s, and nnt merely with ii'> i iri
The metal helweeu Ilie ilvet-li<iles has a coiisKt- ■.■,rf I
gistance per square (nch than the unperfornred nietal. This exMS
ainounteu to iiiore tlian SO;!, both la ^^ Inch and Ti-iiich plate*,
pitch of the rivet was about 1.9 diauieterii. In other ease« 4i-inch j
&□ excess of 15* at fracture with a pitch of - dlanietera, of 10< wit
Of 8.6 diatiieler^. and of G.GjC, with a tiitch of 3.9 diaraeteni; and ^-1
g-ave T.Sjt excess witli a pilch of "J.S diameters.
In sinKle-riveted joiiilu It luny be taken that aboi,
is the shearing; resistance of rivet steel, when the i
not exceed about 40 tons per square inch. In (I '
rivets ot about % Inch diami'ter, most of tbe expcriineiii -
per Mjuare inch as the shearing resiKlanue, but the joint -
at a tous.
The ratio of shearinj; resistance to tenacity is not
very m vrkedly and not very irregularly as the tetii
The suso of the rivet heads and ends pluys a XU'
strength of the joints — at any rate in tlie case of slu;;].--! iveied J..
increase of about one thinl in the weight of the rivet.-- tall ibis in
course, eoine to the heads and ends) w&^ found to a<ld about 8|
resiatance of the joint, the plates remainini^ unbroken at the full
resistance of S2 tons per siiuare Inch, instead of tearine at a sheai
of only a little over 20 tons. The addilionni strength Is probably (
prevention of the distortion of the plates by tbe great teDsils (tn
rivets.
The in tensity of bearini; pressure on the rivet exercises, with Jola
tioned In tbe ordinary way, a very iniportnot iuHneuce on their
So lonpr tut it does not exceed 40 tiius |>er square inrh (meAsured 0
jeoted area of the rivets), it does not seem to aiTpor Thfir 'rtrnnglh ;
« tc
iich.
' exceed 42 or 4
]■■% OS win be m
stress may prol
tlie plate te
sures of M to 55 tons per (Kjuare inch seem
moftt cases at stresses varymur from 1$ to r>*
dinary joints, which are to bo moilo eiiii.illi
the bearinsf pressure should thci-efore i
square Incn. For doul'le riveteil butt
a nigher pressure may be allowo.l , ns i
be more tlian 1(» or is tons per si)U.'ire irn-h wi
A margin (or net distance fmni miiside nf holes to eiji^of platelec
diameter of the drilled hi. le has been ^Hindsunieienr In nil .Tii.Ntiithi
To attain the inaximiMn streuKth of a joint, tli-
Bucb as to prevent it from breaking? 2il;7u^r. II hn";
metal measured zigzag should be from 30>( tii t).Vi n;
straifibt acnjss, in order to insure n straitrht fiactnre. Th'ii oonr
a diagonal pitch of 2/3 p 4- if. 8, if ]i be the straight pitch aud d
eter of the rivet-hole.
Visible slip or "Rive" occura always in a rivii' "
much ljeU>w lis bri^akin^ load, and by no inetins f
A 1' tll.Ttlon of the results obtalneii in meaBunn;; il;
pel ' number and size of the rivets in til'
nil nnd thai it l< toleralilv eiiii.itnnt fi'i
(?ii ii.iiit. The liiaji.s i)er rivet at wliicli 1
ahp vi-^iDly are apprfixlmqtely as follows-
Bivetin^,
1.0 (ell
DOUBLE-RIVETED LAP-JOINTS.
357
I ""*
I^W probable load at wMch n joint of anjr lirendtli will coinmeticfj
imltlnly the numlier of rive is In thf jt'Vfii breadth by tlie firoper
ken from the last C'Iuiiid of the table iibov«<. It will be uDderBlooil
i>i,,,v„ ri.^iiri>s nr^ iiiit given OH exivoi ; but ilirj- re|jieseHt very well
•'xperiiiieiita.
: s point to simple rules for the pit>|?ortioniTiK of joints of
... .^. ...;:h. Aasiiminp that a bearing preusiire of 43 ioiih tier t-qiian!
r beBilowed on the rivet, ami that the exeess teiinciiy or ilie plate
[ta original tctren^th, the foil uw mutable ^iven the vahieK of the ralins
(terd of hole to thickness f of plate dJ + /). and of pitili jj to iliam-
Oieljt-t'd) Id joinui of tnojcimuni iilretigtb in s^-lDch plate.
For Slngle-rlTeted Plate*,
1 Tenacity of
Sheariac: Resistance of
Rivets.
Ratio,
d-s-f
Ratio.
Botio.
Plat* Area
Klvet Area
V
Uw. per
»q. in. _
87.«00
«,T90
«r,a»
tasM
Ton* per
M). in.
Lb». per
sq. in.
49,300
40,300
58,7BO
94
24
8.48
2.48
e.S8
9.38
S SO
8.40
«.S7
a.3«
0.0(17
0.7S5
0.T19
0.690
ble shows that the diameter of the liole (not the diameter nf the
Milil be °.I)^ limes the thiuknH!i.s of the plate, and the pikh of Ihe
.iiiii.-H I lie diameter of the hole, AIho, it luaiieKtbernean pliite area
■rea.
•t be UHe<l than that here Kpecifletl, Jlie joint will not be of
.1 i(-fnr« not of inaxiroiiin. streuitth; but with any other Kiz«>
ilir liKai result will be gol by uoe of the pitch obtained from the
>rinula
4
p=a—+d.
tp, d In Ihe diameternf the, bole,
be coDiStBiit <i In this equatk'D is as follows:
For SO-ton plate and SS-ton rivets, a = II 524
" 28 " as •• •• 0.558
"30 '• 84 •• •• 0 570
" S8 " 84 " " 0.006
the pitch p= O.W* +d.
oMced that nitfa too smnll rivetH tliiK Kive» pitches often <
mnnll»rln proportion than S^ times the diuineter
a-rV^r-rlveted lap-JoLuU a similar ualcMdui inn t^ Ibat given
,1 sonieniuii Hmaller ullowniic* for excess tenacity, on
tje (listbTiee l)el«eeM the rivet-ho'es, shows that for joints
luiii >!> I '-ui^th the ratio of diameter to tliiekneHs MluiUld remain pre-
■■•iD^le-riveieil jiiinti<; while the rntio of pitch to dinmet<>r of hole
M,K4 (or 30. ton plafeis and 22 or 24 tun rivets, and 3.8S for i8-too
••^ •' -irnx ( Ivets.
■ than in ihe former cane, it i« likely that the prescribed
..ften Iw liictinvenlently lanje. In this case iha diameter
taken as larire ns pnsNlble; and the niroDfceht j.iint for a
r pliite and diameter of hole cau llien be obtained by usIoK
^ > Liie equation
p= a
d*
t- -'.
of Ihe constant ii for dllTerent stp'ii^tlitj
I taken »« follows;
UIYETKU JOINTS,
Table of Proportlona of DoubIe-rivet«d Lap-jc
lu wllicll p = II — -i- rf.
Ori^i'ial tenacity
Sliearinj; Kesist-
iinee of Rivets.
ViilueofO
of Plate,
SUtU.
Tods per t^.
In.
Tons
pemq.
in.
SO
•M
V
88
24
iM
30
24
«
o^
30
al
tS
28
24
iH
30
S3
iS
88
W
i9
Be asKUined tha rivet (liainet<<r as larve tui |
ifo;
rrai:li.."ully, havin^
i'ftii llx lliL' pitch as follou's, fof aiiy thickiit»L4 nf iiliitc riviii Ht'>
For aO-lon plate and 24'ton rivets I. „ _ t m _ a. J.
'• 30 " " " 28 " " j>=l.06^ + d;i
'• 29 " " " 34 " •• p=l.;4''' + (l
III doublc-rlvpted butt-Jolnta It is impo»<ilile (oilrvi^nf IM
lii-aiin;' ivsistrtiii'i' III' tliH jiiiiii » itlmiii gpttinir excessive I" < - — -^
fCjiuKir- tilt) xlitsai'iiiit iiifn is douljlrd nitlioiit iiicreiisinR ili
liu |>ri«siiit? arts CoiiHiderinK only llie plate rexiKtn.in.'e •
I'ussiirH. nod tiikin^ tins latter an 43 tons per sqimre iiii'l<
oiild lie iilMMIt 4 limes the diiimel^r of tlie liOle. We in >
I'ilh some itrmliHy Unit a pressure of from 43 I" .W i>>iii }•■■■
till' rivets will cilurte sliciiriiip lo take plaee nt fmm li"' ' '
[iieli. Workinj; iiitC tin* i^qiiaLkiiiKaR liefore, Itiit allow :
unit- Ti^ on ac'C'otiiit of the lnrj;e pitch, we lliitl tliat tlir ;
rlieteil hiittjiHHl.'i iif ntittxlnumi strciifrlh. uiuler iriven i_ ni •n'si
" f Ihu following table:
Iloubleorlv<^ted Bnlt-Jolnl
Original Ten-
Sbenrine Re-
Bearing
acliy
i,r I'latB,
sisliincv
of RivetR,
Pres-
sure.
Ratio
Tons per
Thus per
Tons |M!r
M|. in.
rq. in.
!^| ill.
t
W
45
l.SO
$8
45
1.80
ao
48
1.7U
88
48
l.TO
SO
&0
300
S8
fiO
£.00
Prftctloolly. therefor?, II may Ij" Maid Ihat wo itol a iloiible-iivct*
lof iiiuxiinniii Klreii^lli hy mnkiiie the dliinielerof hole iiboiil 1^
lUilckneKS of lliH plate, and iiiakiiiK ibe pitch 4.1 lliiitw lb- «llM4
litoli*.
The proportliins just eivcn heloiiK to joint.i of niaximiim i
Ik iMiller lliH one pnrl nf the Julnt. the tiliite. lit iiinob iiiorw i
lUiuii lite Ktlier part, the rivets. It Ik tiierefure not mireiu
[the ixMCKiiliiire hy whit'li the plnie< iiiluhl he uenkived
■ ' r- ii.mld l»' nnllt fur iitC at il« pi'.i|ier steuii
1 i^-ly to Ihe pliitr urea, I'r^'hHlli.^ the tiest I
; Ti till' joiiil, !i .1 fi.r iheaLtniil tliloktit*
>Miy the aH^iiiiuHlJ
'tilt- itf uniform ^
hlUjlii lip to Willi
i/iii/i' ■- .M-v».e\wA,\\w v>>Tt<y%Vi>6
mVKTfiO JOINTS.
350
Efllclenclciik or Joint*.
'pra^e r«jsulu of expt-rimifiitB liv ihv LMuiimttlef' »;flv«>: Krtr<iovibl«-
np joints in *6-lin.')i plntw, ••(flci<>Dcl'-s raiiRinn from 67.1? lo Kl !>i(.
"I l)iitt-jniiil« (III doiililf stienrl a\Af lo TI.V Tlii-s*- low re-
ly <lm- lollmii.iHuf vfry s<iri steel in tlie rivets K(ir«in«le-
..f vmious diiuoUHloiis the efticlenrjes vnriid fr. ni .iJ.Hjt to
:pt*rlnieiil« sliowed Ihat the slii'arinf^ ^♦*^iBrn^«*» of ^t^'Hl ilM not ill-
wsrlj- wj fast ns ils leiisile resiistBiife.' Witli very soft sleel. for
. of Mnly 31 loiiB ii-naciiv. the Klx^riiie' r&<il»tniicf »v«s nlxiut KO^ ol.
lie rcsisloiice. wh>T«'n.i wl'li very tinnl Fteel of b-i (• iir iciiiu-i«y llie
• re-iisl ain-e «'a» only Hoini'irheie alioiic BAjt of tlic tc iisIIh rvj^jsui ct".
rllnnai «r Pitrli and Overlap of Vinten to Diameter
at Klvrt-llule and TliIruiieHK of Plate.
ttrof. A. H, A. Kennedy, fnw. Iiixt. M. fc',. Ai-ril, lsa5.)
t = thickness of plate;
d = (llitiiieifr iif rivet lacliiall in paiallel liole;
■ p = piteli of rivets, centre 10 ivntre;
t = spHve l)etw-.-en lines of rivets;
I = overlaii of plate.
tcfa N ns wiile as IH iiMoM'aUc without liupuring llie tielitii>>SK of Ihe
ler Men in.
i riveted lnf^'j•.'ln(fs tii the circular seams of boilers which liave
d luliKiludinul lup joint!*,
1
d = f X 2.S!5;
p = dx 1,25 =
/ = » . 6.
f J" 5 (noarly);
Iveted Isp-joints:
rf=S.85t;
« = 4 5f ;
»-riT«teil Joints,
IB-16
Double- riveted Joints.
^\^
i j>ro|><<rtloM<i and nand wiirlcinanisUtp there nerd be uo fear of
nm through the riveted Joint.
'•mil urea, or itna of plutr, iilimK a xittxat; Due offrHclure
Irsx iliau am III exuexs of the net urea straiclit n«.*roi«s the
1 lietler.
i C'H'I'er (R. li. dnzrtlf, Aug. Ji, ISflOl referrlnB lo I'tof. Xen-
ntoiioled ulKive. (five's ns a KufHeienily apprDXliiuite rule fi»r
iJlcli iii-IWi'en the rows in fttHEgered riveiinp. one hnlf i>f the
ir«-i.- Ill u r'W jjlim one qiiorler the diniiu'lt-i (if a rivi't-liole.
!x«*riii> In strength oT Perforated over Uii|>er-
t|«-d Platen. iPri«c. Inst. M. E.. Oelolier, IhKS.i
riivern llie rivet-holeB ban a eon-'ideraUlv prrater (eii-'lle itp-
»fe Inch than the iiiiperforntoil metal. This e.xeesw leniu'liy
than '.»<, both In >(iini'h ami n-.-ineli (i|.iii~;, wlii-n llie
xrtuk iilioiit J U iliaini'lei>. In ritlier i-jotes ^^
|Jr< at fntcnire wilh /i /ii'd-h of 2d la meters, ot '
arm <ini' ^f f.lf »Jlli a iiitcli of ,1.l> diunit'teni "
rettvtm ffth a pitch of i'.ti iVaiimterB.
r
I
I
360
HIVETED JOINTS.
fl) The "PTCfss Btrfn^h dtw to fwrforatlon " Is (niTM_
which lends to make the Btress in lh« plal** uniform, niiil '
efffMit of the iiai-mw Birip of iiieunl al tlie edne of the spt^.'in
(2) It is diminished by increase in the rario of )j,'(I, of pitch j
hole, 80 Ihat in this respect it t>ecomeH Ittw a« Die efflcieni;
(;^) tt is (liminLsbed i)j' any lnur«aBe in hardness of D.p plai«
(•I) For a given rnliu p/d, of piich to diani<"t«*r of liul«". ii is all
diminishcHl as th« ttiiclcnfS!! of^tliB pifttf is lncri-a»«d. The raf
thicl(uetis of plate does not »eem to affect, this matter dir
within (lio liniitH nf tlie expei'imentj).
Text of 0oable>riTet«d Lap and Bnit JolaUi
(I'loc. Inst. SI. E.,Ocloljer, Ib««.j
Steel plat«« of 85 to iO tons per square inch T. 8., sUjel rivMa of i
Khearinf^-slrenKlli per minare inch.
Tbiekiiess oC
Plate.
Diameter of Ratio of Pltcli
Rivet- holes.
0.8"
07
1.1
1.6
1.1
].e
1.8
1.75
l.S
In Diameter.
».6-;
2.8a
4.41
4.01)
S.M
2 4«
3.09
sad
Kind of Joint,
Lap
Butt
Lap
M
Btttt
Lap
Butt','".!!!! "
Some Rules M'tilch tiave b<>eii PropoH«d for 1b« Ma
of (be Rivet ill !$llt<:le !>«hear. ili">,, .liin>- l«i, IM
Bnjwiie t/ = ^MiMili il.iHlilet-M\<-r.s IVi/)
Pairbairii d = '.'' fur ptaie-4 le.><a tliun Xi in.
" ... rf = l^f for |ilale« Rreal^r tViAn Ml
Leniaitre d = I .V + n.m
Aotoine ...^ ft = II VI
Po)ili< - d = a< for iKilTer rlvetine
" rf = 3f f'T extra strou(5 rivetinjc
R«dtenbacher rf= 1.5no-,'i
Uuwin .. d = »iM-5, lflloH' + W
" d = l.S » f
Tlie following talile coumins xonie dati> ot the gixea <>f ,
practice, and tlie cntr>*K|K>ndlUK Kixeit Riven by s<iiiie of theie i
Diameter of Rlveta for DIITerent Thldineaa««
Diameter of Riveta, in inches.
HIVETED JOINTS.
361
)BKtli Of Double -rlTet«d Scania, r'aIculaiL>d. — W. B.
la. Jr., in fuirer for June, IWW, Rives laljleH of rt-liilin- slrviiRth of
litd pans of slie«?l lM»r\\u**ii livftsi in »io»il>le-riveted Ke^iinti, oontpared
rfu^iit <if nlirU, biuuffl (Ilk tlio aKKUiiiptjun tlial (he Riteuring Htrt^nt^lti
•■ tensile slreiietli of steel aree<iiial Tlic following flK"i'
. Ills tables which show the nearest appiuxiuiAtinii t'> eqnal
„ ijf riyets and aavls of plates l>e»ne*;li Vli« iivet», lOKUther
« iNfrtentage of escli lemtire to tuo streugtli ot the soliil plate.
PeiT^entage uf
o£
FereenlagBof i
lioh
Sixeof
Klreiieth of
JTi
Pitch
Sbe of
Sli-enBlh ot
of
Rlvct-
. Plate.
1 =
of
Rivet-
Plat*.
veta.
holen,
•a i'
Rivfls.
holes,
1
'Jies.
inches.
in«hes
inchea.
^
Rivets.
Plate.
^i
RlTets.
.734
PUte.'
S^ie
.789
.76S
7/W
S»
«
.738
^B
.T96
.rrs
7/lB
^Vi
« 1«
.758
.740
^K.
%
.786
.MOO
7/16
3^
%
.758
.750
^E
ii/i«
Big
.810
7/ia
4u
15/16
.705
.773
^M.
y/i6
.749
.786
i^
giZ
%
.707
.700
^Bt
if/i«
.748
.76a
1.Z
5Js
IVIO
.7JI
.718
^K
.761
TWO
i^
31^
%
.740
.731
^H
^
.780
/.9S
1^
^^
15/16
.7S6
.750
^H
.797
.788
iZ
4l2
I
.761
.7S8
^H
1!/I0
.7.W
.7!»
»/ie
V^
i.-j/ie
.701
.690
^B^
1"
.754
.7«0
U/IO
%
.711
.708
^K
.783
.776
U/IB
^'^
15/16
.727
.7!K
Wm-
.773
.788
9/10
sii
1
.743
.733
Wi
n/io
.714
.711
U/16
<U
1 1/16
.7«
.;50
B. Porsonn {Am. Kitijr.itH. R. Jour., 1893) holJn ihat it U aa error to
ihttt thesliearluii!' strenpihof the rivet iser|Uftl tolhetensilestren^^th,
VrriiiK to the nppAi-eni exeens in slirntth uf perforaieil over \)n(««r-
^ (lutes, be olaliiiK tliuton nccoiint of Hie <link-ull;r In properly irmtob-
mles. and of the sitrefa uaiisud by forclns. as i» too ofleu the case
lice. ibi» addiliotinl atrenglh cannot be trusted miit^h more than
fiction.
iDK the sizes of iron iHvel* as penerally iineil in American practii-a
pla.t«>:< from ^ to 1 inch tliiek: the tensile strength of the plates ua
R.; tilt" shearlnt; strenKlh of the rivets an 40,tt)0 for Klngle-Hliear and
>r double - shear, Mr. Pansons calfnlatex the fi'llo« liiij tnl»l<» of
so that the strentrth of the rivets aealnHt slieariiiir will he appi-oxi-
iqual to that of the plate to fear between rivet-holes. The diftineter
TiMs baft lu all caM«K been taken at 1/16 in. larger than the nominal
Uie rirel is assumed to fill the bi>le under the power riveter.
Riveted Joint*.
r OB Butt mra Sinolb Welt— Stekl PijtTits and Ibok Rtvets.
I
Diaineter
«f
Bivetfl.
Pitch.
Single.
Double.
in.
m
2 11/16
■i 7/10
s t/ia
Efflclencf.
Single.
■PS2
RIVBTED JOINTS.
Calculated Kfflciencien— Steel Plates and Sfol H'
'I'he diff>-renccs belwepti the cftlculntod ettlcieiiries jriven i
nlinve ar(< notable. Those given by Mr. RuRgles are r'ri>l)i.i
he OiHiimus the Kheariug strfOKth of the rivelj^ equal to M
of the plaies. Those ffivtMi by Mr. Pursons arc pnohobly .
otitainHd in practice, .since the fii?i»re he ailopls f^ir siu
rathpr low, ami he makes no allowance for excess of siifi
rated over the unperforated plate. The following table )>
1>V th author un tlieaswiiniptlons that the excels streugi !
iiliilB in KW, ami that the shearing strcni-th of the livpts |., , .,.,.
four fifths of the len.«ile ptreuiirr.h of the plate. If f = lliifl<iir»
li = diiitiieter of rivel-holc, /» = pitch, and /' = teuKlle ntwigth p(
inch, (lien for single-riveled platen
(p-d^X l.ior = ^cP xir, whenoep = .571? + A
For double-riveted plates^ p = 1.144— -\- d.
I
The coefflcientg .571 and 1.M9 a^ree closely with th(< arerarn
given hi the report of the uoitimitiije of U>u Institution of MnMiai
g-iiieers, tiuoted ou pages 357 and aS8, ante.
Diacn,
of
liivut-
bole.
H
7/10
PllicJi.
be
Id.
i.oao
i.sei
1.071
i.as5
1.137
l.!M4
1.551
1.21M
l.BO?
3.011
l.lSlI
1.484
1.880
a.aoe
9 is
In.
1.603
S.0i3
1 .04J
'J .008
; 7ii!
•.!.0.->3
a. (15
1 SKI
S.-tftl
a.so6
l.ft4T
s.ais
S.8S4
3.610
SlfflcieDCy.
« a
57.1
00.5
53.3
30.5
.53.3
55.7
4S.7
53.3
57.1
45.0
49.S
BS.8
5G,0
75.S
flS.U
:«.o
87.1
C0.5
71.5
65.5
69.5
72.7
te.o
66. J
ftlt.l
7J-3
Dlaui.
of
Rlvet-
tiole.
Pitch.
M
. I
^1
74U
14-.'
.5711
Biretlns Preaanr« Required for Bride* *nd ■«
Work.
(Wilfred Lewis, EDgiuuers' Club of rhiladel|>lilii, Sar.. IM
A iiiimber of U-inch rivets were subjected to pressure* lieiwern 1
aO.OUO ll>s. At 10,000 lbs. the rivet swelled and fllled llie hi'l*- k <tM>
a beail. At 20.000 ll)s. the head waK formed and the iil..
pltiuhtMl. At 30.0UO lbs. the rivet won well »rt. At 4il,ilOi> I-
plHte surroimdln? the rivet beirnii tn stretch, niiil llii-
mure on^l " - - ■'
lb* hV.
RESISTANCE OF RIVET IRON AND STEEL. 363
earing BeslBtance or Blvet Iron and Steel.
In»(. if. B„ ]8r», EKgineering, Feb. 20, 1880.)
, earing nwistaiice of the riveU canuot be niicertalD»'<J from
sdii ilvetttl juiiiiis (I), because the unifrmii (liHlribuMon of the
the rivets CHtitpot lie in»iirvd; (',') be<'»u««i of iln* friuiiipji of the
•h liiw the irffrcl of iiicrt-aiiiiig tlie apijamit leKislsiicf lo Khear-
•leiiietit uncertain in ain<iiiilt. Pinlialily in tin* ease tif liinKle-
Xs Uie shearing resistance is out much niTrCtrtI by the fiiction;
lear (12 bars).
gfaear (8 bars).
reU.
Iloe.
Ultimate SlieariiiK Stress
Tons per an In. Llw. per oq. in.
■ Hn in.
a4.15
l^-lti. rivets..
Sj-ln. rivets...
mean Talue..
2i.63 5t).66n Bariiabv.
•JS.SO 40. Mi Raiikiue.
28.05 to iS. 57 61 eaa to 57.ar7 1
SI . 83 to 27 . 94 B4 . 477 to (iS. .SOS J- Riley.
IB.O M.OOOj
19.01 ii.Wi GreipntidEyJh,
17 to 28 88.080 to !W.240 Furker.
31.a7toa3.R0 70.941 to 75. 4Gl>i
30.45 to as. 73 B».S!08toS0.0:» -Riley.
33.3 74.59-M
22.18 40.688 firdK ftnd Eyth.
pxperinienti! xhow that a rivet is 6!^ weukei- In a ilrilled tlian
bole. By roiiudinfr the edire of the rivet-liole the upparent
iktauce is liicreaseu 1^. >lr. Maynard ruiinil tli« rivets 4^
■illni boICK tliaii iii punched holex. But ilicse rrHulls were
riveted ji>int.3. and not by direct experiments oji shearing.
hI deal i-pf (tifUcully In cletemiininK the iniR ilinmeter of a
•, and it is doubtful wliether iu these experiuicuts Ihediuiueter
Urately ascertained. JIt".<sr». Orelg; and Fylh'n experinienl.s
greater resistance of the rWets in piiiiclied lioltrs Iban in
Im a^ovp, the apparent shearing resistance i« less for double
is probably due to unequal distilbuiiun of the 8lresB
■i.- of a bar, when sheared in oircuinstaiicea wliicli
^ usually less than the leiiaoity of the bar. The following
crease :
Tenacity of
Bar.
SheaiitiK
BesiAtance.
RaUo.
1
ia.i
!25.4
aa.a
as, 8
16.5
a) 2
19.0
24.1
0.63
Kit, iron...
W' steel-
0.T9
0.85
0.77
, researches (in lH70i the shearing; strenpth of iron was fouDfl
)lli?i r.f the teiiaclly. Later researches ot BaiiHchiniter conllini
• ■A tliey dhow that for iron the ratio of the sbearinR
(tHiH-tids on llit^ direction of the stress relatively lo
The nbori* rnllo is valid only If the shear is in ft
< I be dlreetinn [if rullini;. ami if the lensiou is applied
ftioii of rolling. Tlie sheurinK resistance in n plane
clion of lollinp is differenl from ilwt. in n plane perpen-
ction, and a^nin differs according as llii" phliie nf shear Ifl
jirallel tri the lireadth of the bai'. In the former case the
ImC greAter than iu a plane perpendicular to (he fibres, or
jnaelly. In the latter cam it Is only half as great as in a
cular to the Dbres.
CAST lEOS.
CAST IB«S.
ur I'liiiilx-r ft gnulefc .t^jjIb^ ■
|>rtiM-ipBl hibJi I II nn,»ii
>-eor No. 3..iMtair4 «r !f«L «. a^ «*«*
^."« sbDKtiNiei made. •• IC«.t I. tetveca
i are ^r^m to
[qomlitj »
t and cok« p«. Cwithiia a"ke a^ »
- -- - - - jiamUr^'mti
lawOt T. rqy^rtWrfyta^ taK,t|fifii»
AviAnr larv>-~ 3b> S aoA, a« Mbt lnni»; taaMk4;
■■^ IW for t»r»fc.*fc iHMljIai. aa a nip, •>■ h. •.»
«nM. TtoMlnviBrkaa
. ^.TU: ««. «.4»: r. •.«aL
IC. t-MT. 0(n*rr.a49L VbecMlwaB
raac «r •uwe. H f^ *^ «■ *>««'- >^J^^
.mm-. Or»|>Ucie C «»: CuniWteiH C. t.»^ F.
■ a gTjr»itT wan T.Si and i«i«<*t tt,T»t A*.
,— W. JT KtrfTM rictrait. te •rr^ral
L 4immm^ tae taflii»aee of vaHoos d
f-^r^M tTMtmtt laeaM irna
■ oTtiic fttUw^
IRON AND STEEL.
366
iron. Carbon mechariiuall v lolxixl » uh the Iron as eraphlte I
Ine Id color from gray to black, while tbe fracture of the iron
light to a very dark Rroy.
Silluou will expel eurboii, if the iron, when tneltrd, conta
bOQ that it citn hold nod a portion of Eilicoii be adtlcd.
Prof. Turij»?r concludes from hlg testa that the amount of sillcor
the maximum strength is almut l.HW. But this is ouly true w!
base is used. If an iron is used as a liase which will prodiiccaan
tobe^u with, each additlonof silicon will decruasestrengrh. Sill
a weakening aKfnt. \'ariatiotis in the jwrceotage of silicon acli:
iron will not insure a ffiven strength or physical structurf, but tl
will depend upon llie physicul propertiea of the original iron.
After rnoiiKh Kilii.''>n has betni addpd to cau.se solid caKtinKR. <
addition and consBquent increase of graphite weakcnB the caj
softness and strenf^h given to caRtin^ by a suitable addition
is, by a further increase of Kilicon, changed to stiffness, britll
wealcness.
As Btrengih decrpa'«»,s from Increase of ^aphlte and decreaw ol
carbon, deflection increaKcn; or, in oiher words, beudinir l» liu
f!;raphite. When no more K''"I>hlte can form and siliron ~"i
flection diminishes, showinc that hish silicon not oul,v
makes it stiff. This stiffness is nut the same slrenciti
caused by compact iron and eomi>iQed eartHjn. It is o '■■
In pig irons which received their silicon while in tip
([^rapnite more ea."iily BepftratHS, and the shrinkaf^e is If ~
ture. As sihcoii increases, shrinkaRti nlsti increases, h
creasea Bhrink(M;e, though by reaxon rtf Its action upon il
nary practice it is truly said that silicon "takes th«i sht"
iron.' The slower a casting crystallizes, the greater \\i:. ^>,
of eraphite formed within it.
Silicon of itself, however sniall the quantity present, hAntl
btit the decrease of hardness from thecbanf;e of the combliq
graphite, caused by the silicon, is so much mure rapid than I
producea b.v the increase of silicon, that The total effect is to (
neas, until the silicon reaches from 3 to !>i.
As practical foundry-work does not call for mor<> than 3f(
ordinary use of silicfm doi-s reduce the hardness of iNi-.tiii(t'>; ^
duced through its Influence on the carbon, and not it« direct la
Iron.
When tho change from combined to eraphile carbon biw (
Ish hardness, saj' at from 8/ to Ti^ of silicon, th»« lun.t
itaelf becomes more and moro npi>arenl as the silir
Bbrinkaee and hardness are almost exactly pr.n
Taries, ana other elements do not vnry mnteriiilly.
aga are soft; as shrinkage increasi's, the eastinir-;
notexactly, the same proportion. hVir itnlinary f- ■
of shrinkage may be made also the scale of hanlm . ,
sulphur, and phosphorus especially, are not prejieni lo c<Hn|il
suit. ,,
The term "chillintt" irons Is generally applied to si»cl> a« eonli
would be gray, but cooled suddenly, iM-come white* en lit ■
cient for practical utilization it'.y . in carwiieelsi or so far
tal. .Many irons chill more or less in cJUluct "iththe >■ ■! J
monld In which they are ciisl, especiiilly If they are tliin Stn»>l
te a valuable quality, but for general foundry pur|>o>ieii il U d«
have all parts -if a oastin;; an even gray.
Silicon pxi'itfi a powHcful lnn\|Hiio« upon this profierty of In
or entlrelv removing; their capacity of chilling.
When silicon is mixed with ijuus previously low In sillConl
Increased.
It is not the percentage of RlliC"n, but the state of the
act in II uf Kill con liirouirJt i.'tiiHr Hi.Miit*:ils, which cituses tll» Iro^
^ ilriiion of iinpurling fltf
Ir.i trill tii<it upluSf orlltl
th' , ' - < M-'llM.-.
wUal Uc >wal'ui a. \,> v>tv:;tllu
ru not B Ktwner or a. leHener or uummite;
to influence on carbon, and only during' a certain sta^e, does it
! etlecta.
S.— WJille phosphorus of ItHelf, in whatever qoaiitity present,
-iron, yet in quautiries less thim i.Sjt its influeuce Ik n t Bndl-
to ovfrbaiance otijer benelicial effects, wiiieli aiti exerted
■~ ■-■ readies if. I'robably no elt-itient of tlself wealcetig
i";phi>riiB, especially when present in iarL'e qiiuniltieij.
li wlieu pboHphorus is increa-Ked. All t)ie;b-piius]>lini-UH
B ii.m Miiinliiige. Phosphorus does not ordinnrily harden cast
f f or the rea-^oii that it dties not increase combined cai-bou.
' d the metal is slightly inereased by pliosphuru;), but not Ic
It extent lis has l>eeu asc'ril^ed to it,
?r Of remaining hmp in the finid state must not lie confounded
or it is not tlie n>ea.sure of its ability to make sharp i-astinRs.
the very thin parts of a mould. Generally speaklin;. the state-
fled that, to some extent, phosphorus prolongs the lltiiiJIry of
; it is tilllug the mould.
Mtairiins contained about \i of phosphorus. The foundry-irons
^faoui:ht for for sniall anil I bin casllnKS in Uie Kastern'States
^Berai lliinii;, over ]% of |ih>iKphorus.
I^which contain fmni 4% to "% aliieon have been so mucli used
f thi-ir ntiility to soften other irons that th<"y have come to Vie
Bfleiiers " and as ies^eners (vf shrliikUKB. Tlfese irons are valu-
ers of silii.HJti ; but tlw irons wlik'ii ai"e sold Tinist as softiMters
^•lesseners are those eiinlalniiiK from 1^ to 2^ of phoBpliorus.
■refore atuM-ilie ll»e reputation of sosoe of Lheui largely to the
inrt not wbollv to the siliooii which they contain.
I ls( of ph<>s]>nonis will do all that can be done In a Vieneflcial
above that amount weakens the iron, without corresponding
« n<»l necessary to search for phosphorns-irons. Most iri'Mis
I than ia needeil, atid the oai-e should be to keep it within limits.
Only a small p'-rcentage nl siUphur iim he made lo remain
1 iron, and Ic is diflicult to iiuroduce sulphur Into ^ray east iri>n
ArboniKed inin, althongli ^ray east iron often Cakes from Ibe
1 more sulphur as the iron originallj' coniainr'd. I'erceniaKt's
latcould Ije retained by gray east iron eainiof Muiterially injure
•fit through an increase of shHoka^, The higlier the carbon,
!r tlie silicon, the smaller will be the ltillni;iice exerted by
iiu of sulphur oo all ca-t Iron is to drive out carbon and
-"IWWiSK^V
furtlifr ioerfsiseJ by j.i
iisul, 1,1 is " i.'.i" I'. 1 -.,..„ |i, ,
whereas o '. _.- 1> uf ii aixl over is ■
fuel in the ■ special prt^»utioiis ai •
offlulphur ::. .... ..^1 will in most (.-aArs be i[.
Tliat the auluiiui- contents ot pig iron may l« lucrtfus
cotiLaiiied iu tlm cuke u$t^d. is sLo*a-d by K<.>iiie ex{kerinipl}tl
reportwl by Mr. Sau. Sevrn coustcuUve lients wcrtr made.
The sulphur coiutint of the cuke was ii, and H.'f of fuel was I
cliaree.
Berure melting, tlie silicon rim-^l fn.n, 0.S3O to 0.830 in t1i»B
after mpltin>;, it was from 0 1 'h>? loii.<i in nieliiimr beij
to .3T&. The sulphur Itefore I i rom .07G to .DM, anil a
f r.ini .130 to .171, a jriiu frmn 1
Kro'ii the rf^iilcs the fuUnninfj ii>uolu^.ii>ng were drawn ;
1. Iu all (he cliurKes, wiihout exc«-|)tioii. »ulphiir increased In I
arteritis iias.-;ai;e llirntiKh the cupola. In suiiie uase.s this ind
Ihnn ilutiblt^l the oriKiual imi' 'Uiii uf siilphnr rciiiiid In the piiK in
i The iucreuike of the sulphur i'i>nteni.* iu the irou fo|Jow« the
r»f a g-reater amount of silict^n fron» that >.'iiii»» iioii A Inryrr
limestiine added to thwie eharge.s would Ir
aud undoubtedly luits sulpliur \v<iuld hnv'
3. Tills cyke containe<l 1;? of sulphur, nil
the iron there would liave heeii an nvera^-e uicreaisi'
Ihe seven charges, while the rv'al itiiMviLse in the pi^r
0.081. This showK that two thirds of tlii' sulphur or tl: -
by tlie iron in its nus-sago through the cupola.
Ma.nojI-nk.«e, - Miui(,Tiiie«e i.s a nearly white metal, Imvinf^aboa
aiipejirjince when frucrunni as white c&st irun. lis 'viHt-iiio
aliout K, while that of white ea>>l iron, reoMonahly fi-.
but a little above '.5. As pri.Klupe<i coininercially. it i
and with siuull p*:'i-oentnxe« of silieon, iihoHphorua, m
It Is ireneially prn<liiced Iu the bhi-st-nirnaoe. If tl-
iOf. with the reiualnder mostly iron, and silicon not
called spu'tfeleisen, and the fracture will allow Uat rei!
w'hii'b it Hikes its n.Tiiie. ,
With uuiiiKaiie.se above 50:*, the irou alloy in called fernMnang
Ah maiit;aiii-.^- iuorrases lieyimd SO;;, the mass craciis in civiliui
il appri'iiches W'i the mass crumbles or falls in aiuHll i
Manttanese ciiuitjiiius with iron in aiinoHt nnypro!
con till run;; mtiKganeseiHreiiieltetl, iiiiire or less of tli.-
bv volnliliy-atloii, and by oxidatiou wiili other i ■
it Huliihur be iireyent, some of ihe luau^iiet^; '
and escape, thus reduciiiK theamoiint of Imth ■
Cojit liou, when free from luauKanese, canni>i
boil , and 3.50.< is tt,s much as is ^.-eiie rally present ;
carbon also increases, iinlil weofienllnd it in -
ferro inaiiKaneiie aa hicrb aa (W. This effect on cup,uii> Ui hoK
ueciiliar to mnii)^nese.
JlauKHii.-s.' I'-nders cast Iron less plastic and more brittle
Mnii K'asesthe Bhrinl(Bi(e of caat iron. Anincreawl
the HI . JiidKine from some test recordo, uianxaiM
inflii'' ail; but other tests show thai "iih ii i.'iv<n [>e(
■llicoii 111!- cai lj"a niav be a liille more in-
form, and therefore the chill may be a
chill In h.' (h" Siiiiie. ii. woiiM se.-iii that t!
a lilii. ui it.
All i^ed the bardnea* MV.
chill. i.iln^ hardfieflBti>Uieirl1i
lan.li -.y. l-;i|;, ilif^cusBlDe the influence
'" coiiibinalioii tmtween carbon and
I 1 illv larae qiviu\\\\\i>«, \* IFVV&
-U \vuuUJ \>e tUiiuraW; tr — '
in andkni
TESTS OF CAST IBOV. 36^H
lllia oapacEly of irnii to retain larger amounts of car- ^
n in tlie ooiiibincil stale. ^^mm
& iKorien iisi-il for rixiiitlry ^mr|H>«»'s when luiiuu chill u>4^^|
MC0 Ik rt'qiiU'fil iit ilit> vastiiig. For tli« roUt: of Bi«el-ra^^^|
>ut Into lilt) niixtiiie ii liirK'" amininl of iiianganiri«ri)ii.s itoii,^^l
tbLuined always presented tiie desired b.'irditeKH of siirfuce
mottled Hiniciure on the oiitKlde. The inside, which al- .
h slower, wa.s ^ray Iron. Une of the stAiiduid mixtures lliat^H
|;OOd results was the rollowirif;: ^^H
indry iroii with t.'li Kilicun uiid !.!>.'( iimiiprunem; ^^m
indry Iron with 1$ silicon and l.At niiinganeise; ^^H
(rail ends) with alKjul 0.35^ to O.'IOiv carlxjn, ^^M
tig from thix mixture contained ahoiit }■( of silicon and Ij^^H
ire, which differed but littlo from the preceding, was as
tn with about t.af Killcon and 1.5^ inaniranese; ^^m
in with about 1^ silicon and 1.5^' nian>;uiie»e ; ^^M
Ottted iron witli aljont 0.b% to VM SI. ami 1 -Jf Mn. ^H
t««l-rail ends with alwuit O.^ii^ Ui O.HK f . and OM to U Mn.^^
sed Id tbo precediut; mixturfs conlnined dI.io iiivariubly
of phosphorus, H3 that tlie rolLs obtaliieil llierefroni carried
( of that element. The lo-st mixture iiaeil prudueed rolls
e averaK^ O.RS to if, of Kili>:< m niul If of innnf;ane.se. Wben-
IDake tljoti« rolls from n mixture coiituiiiini; but K),i% to0.a;(
roll* were invariably of inferior quality proyer, and con*
*. Manganese iron cannot be used indiscrlniinateiy for
IB. Wlien greater 80ftnes.s is reijnireil in tlie co-stint'S nian-
I avoiddil, but when hunlnes.s to a certain extent has to b^^B
aene iron can be ujmmI with advantage. ^^H
3-easeM the magnetism of tlie lion. This cliaracl/erlHtic Id^^H
peroeutaKC of man»;anesu tliat enters into the composltlOB^^
t iron loees all II8 inaeuetisni wtien munganeiie rt-acheE IXii
Ion. This peculiai'ity liatt boon niade use of by French
draw a clear Une benveeii Spiegel and ferro-inaiiKanese.
iitains less tUaii °.i5t of mauicaiiese it is clattsltied as spii-eel,
fAins more than a5 ilj is cla.'ssifled as ferro-uiaii};aiie.se. Fur
-r 'n has to be avoided iu ca.Htingii "t dyuainu fleldv^^B
luoleclric machinery, where magnetic couduO^^H
))>iiilerat{oiis. ^^^|
i>.>.i.il>titlon or Silicon In Pig Iron.— J. W;^'
'je, ^ov. i-i, IH'Jll finds in aualyziiiK samt les taken from every
fUjt of piK iron tliat (lie silicon varies consitierably, the Inm
II (he furnace having genfrally tbo highest percenlnjje. In
la the silicon decrea."Jeil fron< 2.1)40 lo 1 T13 from the fii-st beil
In another case the tliird iM-d lind l.'JliOfii.. the seventh 1.71B,
1 1.101. He als(j Amis that the silicon varies in each plj;, be-
» point titan at the linlt. Some of his n^ures are: point of
t of same 2 157: point of pig l.fWI. butt of sjime l.TSrf.
f or Cast Iron. (li. I^anza, Trmm. A. H. M. K, x., ltl7.J
lalyveo were as follows:
Gun Iron, Common Iron,
per Cent. per cent.
Itntrbon 3.51
diite 2.80
Knr 0.13S 0.178
tohonia O.l.W 0.413
Ml l.UO 1.S9
(,.,.i.t i.-or.. 'io Inches lomerand square in sectinn; those (eat-etf*
ry nearly one Inch square, and those tealed with
si nearly one and one quarter inches square, and
> one inch square.
Tensile Elastic W«><»ulu«
StrenKtIi. Limit.
iiOOT. 8. A».
2-^.066
90,&»]
o,r,oo
5.B3a
of Elos-
licity.
>i4till.l>M
S8.I76 ll.UQQ
ao,soo
w
370
lEOX iSSV STEEL.
I
The el stic limit U noi clearly deOoed incsnt irnn. ihe eliMimtioiuli
ia:C f'^C^r lltan the iiicrease nf tbe loadH frtu
Tlie modulus of eloslicity is tli«»r>ffonf T«ri«bl'
ci^isc Koi- cifliiiplf, ilie following re«ulw of .. : ■.■ji
reported by Prof. Lanza: ^H
LbiL iwr so in EloDRBtion in Sets. Modalua ot ^M
lAM. per gq. in. ,3^ jnche*. a. ElastWty. ^^
1000 .0004 1V.S17.400
8000 .0018 io,7r7.;oo
aOOO .0094 14,0U.«I0
4000 .OOM is,ioi.aw
BOOO .0048 lS.BOa.«0 „
tOOO .0061 .0000 I3,319.3rw ad
8000 .0068 .0001 II.OOii.SOO ^M
10000 0119 .0001 io,iL<ki:iuu ^H
laOOO .016-' .00117 V.7H.300 T]
CHEHUSTBT OP FOUNDHIT IHO.^S,
(C. A. Meissnc-r, Cutiimbia College Q'ly, 1890; Iioti A^e, 18NJ
Silicon It! a very Important ulemenl In foundry Irons. l\i ii-Ddi!i<c]i
not atMire 'i}^ is to canse the carlxiii to spparate out "
cuHtiug llie Vlpslred benefits of (rraphltic iron. Betw.-
i8 li«^t a<lupted for Inm cati-yinR n. fnir pniporilou ot
clotie iron, for ordinarily no miicturesliould run below i),iii siIilxm- I'lC
caslingM.
Kiom H to .'>< silicon, as occurs In silvery Iron, will carry lie«»y omiW
Bcrap. CoHtiniCK arn lialjle 10 be brittle, however, if not haadM mr
aa leicardH propxrtinn of '^crap iiwd.
From lU ^to i^ silicon is beHt adapted (or machine woric; will gtm
clean caKtiii^ if not much xi-ran is used with it.
Below 1<( silicon !;a<>iua 8uit«J for drilU and eosUnes that have 10
great varlation-i in temperature.
Silicon has the effect of mnkin;; casiiiii^ fluid, sIronK, a"'
ttl.«4o MOund, by its tendency to sej^arHte tha graphite from 1
and con8«|nent Kliglit exiiansinn of llie iron on cofilint: .• •
tliorouKhlr. Phosphonm, when hi);h, hiu a t«iideii' 1
retain lis lif-at ]oiii;t>r, therKliy helpiiic to All out all s:
It iriakeH iron brittle, however, when above J^jt in cit-
when high to us« In a mixture of low. phosphorus iron-,
pood results, but. n» said Iwfoi-e. the casting should be Ik 1
Mtroiie tendency when above 11 in pig to make the iron li^'^ -
ventinif the sieparation of t;raphite,
Hulpnur In open iron seldoni boibers the founder, as it is M'Idnm pT
10 any extent. Tim conditioin causing open Iron in the funiftc* c»u*
HUlpliur. A little maniraneiw is an excellent antidote nKaingt iiuU>hni <
furnace. Irons alM>ve \i manganese B<.-ldom have any Hulphtir uf U}
Reuiienco.
Graphite i« tlie all-important factor In foundry Irons: udI-
In sulTlcient amount in the casLlU);. the latter will l>e I :
(ira|)hlie onuses iron to slif^htly expand on cooling, uiukeK :
Uuid. (The statement 88 10 expansion "II imjlinjf is Ueniedtn w J K'
Il€>lailoii of the Appearance of Praetnrc 19 tbeCbeW
<'oinp<>Mlllt>n. 8. 11. Cliiiiivenrt .-uiys when run [fr.nn tli.- I''i«*
uiiifj the lon.r Ite.l U almost iklways cIukc Krulii, hut sho" -
Bdue aualvsLs OH the lari^e Kiiiln in the ristuf the cast. '
rapidly, thi^ loiver beii may have a.s large grain a.s am in
iion runs rapidly for, say, six IhmIs and some
causes the seventh Ived to till up slowly anM
close -v'ln 111. nithoiigh tlie eighth l-il. if iliciii'
open . . . .(her the grai
l(il1u< f'nicture in <
silli' ,. in I'fli'li : . !■ '
^ luodb tor VkM
CHKMISTBT OP POUXDRY IKONS.
3711
_^ _ -, and unless the coDdition o( fiirnaL'p, whellier the irou ran,
•ow, arid from what part of pig bed tlie snniplo te tiiken, are kiio'
itire IS nft^n Tery misleading;. Take Ihe followiiiB analyses:
Ic c»r..
arbon..
A.
B.
C.
D,
E,
4.315
0.006
8.010
4.8ie
D.ooe
8.767
4.aT0
o.oor
i.esa
8.SS8
0.033
a.sia
S.B69
0.008
3 070
0,108
rj- clos«-p-ain iron, dark cnlor, by fracture, gr»y forge.
en-graiD. dark color, by Tract lire. No. ].
rv close-Krain, by fracture, Ei^-V fofKC.
iJium-graiD, by fracture. No. 3, but much brij;hter and more
C. or F.
Ty larfce. open-)rraiii, dark color, by fracture. No. I.
ry close grain, bv fracture, pay forR*'.
mparing analyRes A and B, or E and F. it apix'nr.'i that llie elose-J
DO ts in each cose the higliest. in graitliltic carbon. Coinparl
the graphite ta about the same, but tht< cliwie-giain i» liii^iie
open
ring
liest In
.nalj-aea of Fonndrr Iron*. (C. A. Heisaoer.)
Scotch Irons.
arade.
Silicon.
a.To
a.4T
8.44
B.70
8. 1.5
8..19
i.ro
S.U3
2
4.00
Plios-
ptlOd'US.
a.Mu
ft.TW
I mill
0 oi.s
o.sin
1 100
i.aoo
0.000
Mnnjta-
Btil-
Oraph-
uose.
pliur.
Ue. (
l.BO
0.01
3,00
2.M
o.ol.^
j.ro
fl.Ol,')
a.w)
0.02
'J, no
2.R0
O.TO.'i
.'!.7fl
i.ro
0,010
3 75
1.83
o.tMe
8.50
2.8S
8.41
O.OIO
1.78
Conih
Car Ob
0.25
O.SO
0 21
0.90
AMKBtUAM BOOTOB IRON*.
Phog.
jihoruit.
Manganese
Sulphur.
No.
Grade.
O.<30
IIWO
1.000
o.eao
0 613
0738
1.000
1,«00
0.S03
1.00
1,1K)
1,70
1.40
2.51
1 10
1.70
\.fi>
2.96
1
' a"
8
1
0.016
0.318
1
1
1
casting
oaating
' Ibma atrvugUi,
1, Well known Olilo Scotch Ir
:qi; made from jinrt l.|a<*1:-bft"
/ Kty^s it irs.Kcrap-cnnyinK <
-, iiiAde at acaie nuiks; caiO
372
IKON AND STEEL.
Ni.i. 3. Foiinerly a fiiiiiouis Ohio Scotch brand, not now in the inaili
Millie iiiniiil.v from blai:k-l>anil ore.
No 4. A goiHi Ohio Suutcli, very Soft and fluid; mikde from bliKtk-bl
ore-niixtui'e.
Nob, 5<! unci 66. Brier Hill Scotch iron and cnstliig; mode for stove)
poses; 330 \tni. of iron used lo 150 llis. Krrap ^ave Tery soft fluid irou; i
well.
No. Iki Shows coinpariHiiii liptwi-cii .Siinimerlp<* (Scotch) (Ou) and Brierl
Scotcli ifi^'i. Dnilinfc's canio frcui a C'lc velaud fouiidiy, whlc!i found I)
in.DS closely nlike in |iliysici>l nnd worltinj; qtiiUitj.
No, T. One of llie best soiiiliern brands, irery hard to compete with, ov
to it« ifcneral qualities and gi-cnt repiilarily of grade and gviieral Korkiif
Machine InoKs,
Sample
No.
Silicon.
Phoa-
phorns.
Manfta-
iiese.
Sulphur.
Graphite.
Comb.
CArbon,
^
8
S.RO
1.90
S.flfl
3. 63
S.iO
1 37
S.10
3.18
l.TO
1 4S
1.40
3.S6
o.eo
0.4M
o.sea
0.770
0.411
0.415
0.204
O.I-Jt
O.iStO
0 ffiti
0 470
0.316
0.430
O.ltti
0.01
0.70
i.ao
1.25
O.fiO
l.M
(race
0.80
1.00
1.23
1.37
0.35
0.90
O.OIH
o.oao
0.030
0.014
O.OTjO
O.OHO
o.oai
g
10a
S.51
3.05
106
11
\
12
la
8.31
0.78
1
14
IS
IBa
"coos'"
0.008
1
1(U)
17
18
O.Olfi
4
DESCRiPTtoK OP tJAMPLKB.— No. B. A famous Southern brand noted fori
macliiiie castini^.
No. !S. Also a Southern brand, a vui-y (?iifjd machine iron.
Nos. liVu anii 10/j. Foriinrlv one of tljf liest known Oliio brands. Does I
shrinlt; i.s v«i-y Hnid mid BtioHK. Foundries hftving used tliishave Pi!p
very favorably on it.
Nij. 11. Iron fmni Brier Hill Co., made to imitate No, 3 ; was Din
tlian No. 3; did not pull cn.stli>g-»; was fluitl anil soft.
No. 12. Cop3' of H very strung Enj^ltsli matihlne iron.
No. 13. A PennB.vlTania iron, very (ouEti and soft. This Is partially 1
mer iron, which accounts for Htri'iiKtIi. Khllo Uif^h oilicnn niakt*!! it nod.
No. 14. Castings made from Brier Hill t.'o.'s machine brand for scale li
very siitisfiietory, stron;;, Noftaud fluid.
No. 15. Coatiiigts made from Brfer Hill Co. 'a one half machine braiwj.
half Sirotch brand, for scale works, castings desit^d to be of fairsti
but very fluid and soft.
No. KSir. Hrier Hill inafdaine hranil nmdrt to compete with No. 3.
No 106 CastiiiKS l.clotlii-s-liooks) from .same, said to Imve worked 1
oa.stlng's ljt;ing vrliite and irregular. Analysis proved tbot sonwotberi
too high iu inangan<.'3<4 had been use<l, and probably not well mtied.
No. 17. A Peunsyivauia iron, no shrinkage, exccUeut machine Irni. I
and strong.
No. 18. A very good quality Northern cliairoal iron.
"Standard trades ^' of the Bri«r UlU Iron and
Conipanjr.
Hiier Hill Scotch tron.—Stundartl Analuti*, Grade -Von 1 oiid t
Silicon S.OOtoS.OO
PhnavhoruB Q.WloO.TS
Ma.nt!i\ne!ie "^ ■'» >-"''*■ *
C^-etf sticcfjwf iilly for scales, tnowwK-TO»c'Wm»a,»w\<3*^.»«J^^«^«» \
Boveltr iiaidware, eounding-boards, sVovea, »»\4 »iw.vf ""«»• w«8a»J
flmnngir»T or ioukdbt iboxtb.
878
r
WL Brtm mt SOmrg Inm.— Standard AnaktU, Chnda No. 1.
W Wkoa «.M)toS.BO
fr noi^konm > l.oOtoi.M
'■ VMiCMieM S.OOtoS.tt
I aoceMaftiUjr for hfdknr-ware. ear-wheelii. etc., Btores, bumpers, and
r woiic with taurj wnoonta or ecnp In sU case*. Should be mainly
1 where floldlhr and no grt^ streDgth Is required, especially for beary
When used with scrap or dose pig lowln pfaospnorus, castinga of
' ' I atrBiigth and great finidlty can be made
fbir^i Beaog Maekine Iron.— Standard Aualtti*, Orade No. 1.
Silicon l.TBtoS.M
F!ioq>honis O.BOtoO.80
Manganeae 1.80 to 1.40
Vw beat iron for maoliinery, wafron-boxea, agricultural Implements,
pav-wo^a, hardware specialties, lathe*, stOTea, etc., wliere no lane
pMinta of aerap are to be carried, and where strength, combined with
■■at ftoiditr and aoftneoB, are desired. Should not liave much scrap with
Segular Marine hvn.— Standard AnalyiU, Orade No$. 1 and 8.
aiioon 1.50to8.00
Fboephoro* O.SOtoO.SO
Xaa^eae O.SOtol.OO
Uaad for hardware, lawn-mowers, mower and reaper works, oil-well
~ MnetT, drill*. One madrineiTi atovea, etc. Excellent for all small fine
Lings requii-ing fair fluidity, softneaa, and mainly strength. Cannot be
' Dsed alone for lane cnatlngs, bat gives good result* on same when used
•bov«-meatk>ned heavy machine grade: also when used with tlie
A ill right proportion. Will carry but little scrap, aud should be used
I for gm>d mnrng casting*.
For Axlet and Materiala Requiring Great Strength, Orade No. 2.
Silicon l.SO
Phoaphorus O.aoOand less.
Manganeae 0.80
This gave excellent result*.
A good neutral iron for gvnt, etc., will run about a* follows :
: Silicon 1.00
Phonihorus 0.85
Sulphur 0.90
' Manganese none.
It sbonld be open No. 1 iron.
P**><* (rives a very tough, elastic metal. More sulphur would make touKh
ecrease elastfcl^.
' fine castings demandlog elecance of drsifcn but no strength, pilos-
is to S.00!( Is good. Can also stand 1.60^ to SOOsdnaDKaneRe. Foi'wcrk
lard, abrasive character manganese can run 2.00^ In castinK.
Analraea of Oastliig:*.
pfe*
Silkion.
8.50
0.8S
1.S3
1.84
8.80
8.50
2.80
8.10
s.ao
8.88 J
4.ao /
Phos-
phorus.
Manganese
Sulphur.
Orapliit<-.
Comb.
Carbon.
r «
t Ml
1.400
0.351
0.827
0.577
0.748
1.206
0.418
1.880
0.8T9
0.4OB 1
O.eeo
1.4S0
0.900
o.veo 1
8.80
0.98
1.08
1.04
1.10
1.16
0.64
1.14
0.80
l.iO \
0.78
O.B0 /
l.SO 1.
6.030
0.040
siio"
""bW
^*te
m. JBa
B6
Be
Bd
■; y ':::::::::..
'' y
\ ........ .
/M/
0.025
: ::x"V^.....
::::::::::;krr;::
I
374 lEON AND STEEL.
No. 31, Sewiiignmchine casting:, said to be verjr fluid aad
This is nn ndj nnalysi*. I slinuld say it would liavw lief n too 1
tie, yet no t:<>ni[ilniiil wiis iiiiido.
No. 3'.'. Very vtoral ruaohltie ca.slirgr, strong, soft, no .shrfnkam
No. S-3. OrilliiiifK ti'oiii an unnyalt- r-boit that Btood llie h^at v*
No. S4n. Diiltinps frmn (tnor liing*^. very slrong and wift
No. S46. DiiUiags from cloiiies-liooks, touKli and aiifl, stood |
nierini;.
No. 3*:. DrilliQBS from window-hjind hinge, broke ofT fiiuldfl
strain. Too Iiigh phosphorus.
No. 35(1. Castin)^ for heavy Indie support, very KtrnnK.
No8 85f) and 35c. Brolte after short usage. Pliosiitinriis too 1
bumpers.
No. SSflf. Elbow for ftteam heater, vpry toii^h and Ktrong.
No. 36. Ong wh<»els, very Boo<l, shows alwoliitely iici sliriuknKe.
No. 37. Heater top networlc, i-equiring fluidity but no strength.
No. 37rt. Gray part, of alKive.
No. 37(>. WliUo, houeycombed part of above, Probaldy b<ul i
Kot cliilled suddenly.
STRENGTH OF CAST IHON.
Rankine gives tlie following figures:
Varinus <nialitle«, T. S 13,400 to 29.00(1, BTor«g«i
('<im|ireasivo Btrenuth SS.IKIO to IW.nOO.
Modulus of elasticity U.OOO.lWO l« 39.9(10,000, '• UJ
Specific Gravltr and Strcnsrtb. (Major Waile, 18M,)
Third<-lBsa gutks: 8p. C^r. 7.0(37, T. 8. JU, HA. Another lot : least Sp. Of.
T. 8. a.Wi.
Seoond-clnssKuns: Sp. Or. 7.154, T. 8, 81,7(57. Another lot : mvm
7 30i. T- 8 27,2.'^.
First class ?uiig: Sp. Gr, T.iiOl, T. 8. S8,80S. Another lot: irre«l«al
7.408. T. 8.31, 0S7.
StrengrtU of €harcoa.I Pig; Iron.-Plir Iron ma.I. '
ores, iu furnaces at \Va.esjvio and Mdlerton, N. Y., has sli" ,^
T. S. rn-r .s<jiuire in<'li, one sitniple Eiving 40,'.?81 lbs. Mn.
t«»te<l at the Washington Navy Yard showed: averojre for Sr. '^ inui.
lbs.: No. 3, i£f,g.'>9 lbs.; No. 4, 41,321) IImI.; average. density of No. 4,'.W
I. W., v. p. 44.)
Nos. 3 and 4 charcoal plRlnHi from Chaplnville. Conn., ^' ' '■
strength per square ineh of from 31,761 lbs to 4I.S8'2 lbs. i
from I Shelby, Ala. (tests madw hi Aiicust, IHOIi. show.
34.800 lb.'?, for No. 8; Nn. 4, 30,075 ll)s.; No. B, 46,460 llss.; nfi.i ii ii>;.in
eqiial parts of Nog. 8. 3, .(. ami fi, 41. 170 lbs. ( Riill. I. it S. AA
Variation of Density and Tcnaritf orGnn-1ron«.-<
crease of density Invariably follows the rniiiil C'X'lliiK "f o -^
K«>i»eral rulo the tenacity Is increased l>y llie .-^me rnem
prenerally increases quite uniformly with th« ileiisity, luitil i:
to som«i ^Iveii fKilnt; aft«r which au increased deoKity is ni.X'"ntp'iii«^
diminished (cuacity.
The tnrninKiiiiiiU of density a( wideh the best ntiallrlei of pniititwl
their maxiniUMi tenacity appears to be about 7 ati. .\- •' - . ..
or near ii, whetlier in proof-bars ny Kun heads. Hie <• i
As the ileiisity of iron is iiicreascil ll*: liquidity wliei
Thi-! calluses it to enuirP.iI quieklv. and to hirm cnvltji-i m wi. i;i:.'i..i
castiop. (Paui|ililet of Itiiilders" Inui Koun.lrv, 1R93.1
SperlflcallonH for rai>t Iron tor tbc World** l^alr.
Ing*, I89!i. — !• xcej'l where ihdled irnii is «in'<lfled. all euslia
of toiii^li tcruy iron, fre^ from injurious cftldHliiUs or blow.f
pattern, and of a workmanlike liuish. Sample pleics 1 In. «)iia
the siiine heat of metal iu sand mnulds, shall be eacwldr •■! tm
dear span of 4 feet » inches a central load »f fiilO IIm wh>^i
^xuuKh Imr.
Bctttcatlona far TeatK orrast Iron In 1 '? ' rr T
plilet of BujJ(J[orp,lii>n (■'■•uintrj-. I^W )— CVmiimi.
^h of ^ *' ^^t 'Amjn list average jtt eaeb end ..
t/r- • «ii to lie over 37.1H»H\>» w-t «vviy
xuy Imi Alt low OS %.wn vb&. v«(
r im uiiwMJivu us uie ucmu wuiin yuiijuu iv luc ^uiiib wucie—
gtn to sliow III tJhe wlil((?. Tlie erades ai-e to be l)y elKliths of
i. M. %• li- ^%-7^ etc.. iiiiiil tiie iron is iiiottlml; llie lowest
of MM iiiuTi ill (lepin of i-hlll. TliB piK'S i)f oach i-aat urn to b
the rtfpth of chill Rho\ru by its te.sl-piece, and eiiCli ^rade
■ ilK»'lf at tliH fiiiiiarc ami In forwaiJliiK-
ir Cast Iron M°l(h Steel,— (.'hi- whoels nrf; lioinetlmea
iiiixiiire uf I'liaicoal iiun. aiitliiacite Iron, and Bessemer
lluwiiii; i'honM the tensile streneth of a niiriilier of te^ts of
eaveraKe leDsUosCreugtb uf tiiu cbiircoal iruri iised beiuj
lbs. peraq. in.
thSUjtst**! S-J.467
* " S^iSBteel .26.783
" l}^)( .steel ami 6>.;f;< anthracite ... SMOO
•• " TJJje steel ami T|t5»antlirRcIte .. . 28,150
^K" Si^ ste I, -JtO^t wroH Iron, and Bi.j$ antli. .. S.MUO
^■•' S iCHteel, 5$ wro'l Iron, and 10 S until 'MJiW
^^ {Jour. C. I. »'., ill. p. 184.)
r*rttally BeM«i«merized. -Car wheels made of pur-
Haeil iron (blown in iiittissenier enuverter for 3ii niiuutes),
litest lumiM over ua inuli deep, ju»taii a test of cold-blast
or cur wheels would chill. Car wheels made uf thin blown
."ill l»J miles. {Joiir. C. I. H'., VI. p. 77.)
Iron. —On October 15. 1M1, the ca.st iron fly-wheel of a largo
etiKineii beloiiKiiXT to the Aniobkeag Mf(;. Ci>., of BlHUchestei',
1 from ceutrifngal force. The fly wheel was Wl (>'et dlain-
iches fa<-e, with una sot of 13 urm's, and weiglnil UO.CXlO lbs.
ent, the rim castinen, as well a» the ends of (lie arms, were
I of ilawii, caused chiefly by the ilrawhiK and HlinnU-iiiie of the
lens of the metal were tested for teii'.ile streii(;ili, iiiiuvaritwl
jwr »qiinre Ineli lu sound pieces lo liiOO Ihs Jii spongy ones.
Rnurs .showed on the dnrface, and a rigid exniiilnutioit of tlie
ey were erected failed to tfiveunj- cause to siisiwct their true
'imenli; were carried on for some time after the accident in
Company's foundry in attempting to duplicate the daws, but
i In appronehltiK the baduess of these eustliiKS-
in.iliI,E.18I.G CAST IRO?(.
^MK Iron, or uialieable iron castings, are castings made
ITC
IROV ASD STEKL.
Buleit for Vme of in»lleiible Cantf ni(s, by Oommltlcei
"llt'illlHli-l>" A6» II. 1SW>.
Ncrrr mil ubriipil)' rroiii n l.t^ry to a lip;iit »><-iion.
t:. An Uie BtreuKlb of luallealilp eiu( ii-ou lies In tiie skin, rxf
mfiift* ILS possible. A siiir-sliaiifii wet km is the sironitiia w
bliicb a casiiiif; caa be mode. For brackdii use a Duiiilx^i' u( iUIb i
Tone thick one.
3 Avoid all round Eection«; prncliee liaa deiDon»imle<l ilils
frakesit form. Avoid sharp auKlea.
4. Shi'iiilcnc (rfiifcnllv iii rnstiiigs will Iih S '16 in. rx^r ro.it
Streuglh umallpable C'aat Iron. -K
I'i iiiHll**attIe CH^i ii'on, miKle in li^Jl bv a com
iililciV Assoclatiuu. Tli« atn-ngtli of this m>^i:U
I the followiiiK rtinults on upeeiianns from H to. to 1^ iu. tn ilticktiMrill
DtiiiensioiiB.
Teiiaile Strength.
per Bq. In.
at.TOO
SS.TIX)
».'.800
S^.IOU
2S.I00
3il.«W
ao.aoo
Elongalian.
InjPCTfiil in 4 in.
I
Th<> Inw (liictillly nt llie metal is worthy of nolloe, Tbn enininl
tli>- fiilloHine latiln nt th« coiiiparaiivo teniilu realiitsnco and <
iiial|paLI» i-iisl iron, aK <'umpared with nlhw iuat4M*lalt* :
WROUtJHT I HON.
WBOfTCnT IRON.
1
doence or Chemical Compoaltlon on the Properties
T^roUKht Iron. (Br-iii<lKlv« ou Wrought lion 3ikI C'liniii (Rubles.
iKeiiit-iil by \\. K«iit. Wllfj* Sons, 18ri».)— A seiimi of :;>000 tests o(
(iii-iis from 14 briiiiclsof wrought Iron, incmt uf I hem of lilifh repute,
nuiile in lli',1 l.y Capt. L A. Beanlslee, U.S.N., of the United Ktatea
lip H'lttcd K<iily-iwo chemical niialyw?« were ii)8d<j of theso Ironii.
it view to ileterinhie wliut iiittiiencti the chHiiiicnl ouinpoBltlon hnu
Uif btreuK'h, ductility, iind wel<ljrig power. From the rt'jxirC of (hose
hy A. I^ Holluy the following {IgjuivK are tukeu : ^
A verntre
TensilK
BtrciiKlh.
M,5g8
M,SC3
63,764
61 .TM
SI ,1m
50,TC3
Chemical Composition.
tracp
10 OOff
10.001
o.ooe
(0 IKIS
>(i oai
1 O.OOi
10.005
0 007
p.
10.065
(0.084
o.aso
0.005
0.^1
0.140
0.1181
O.OCT
0.0J8
O.ISB
Bl.
O.OIW
0.10ft
0.183
0,0-."8
0.156
0.182
0.3-.'l
O.Offi
o.ora
O-LM
0.
Uu.
0.212
o.oas
0.512
o.njo
0.038
0.1 Wi
o.osa
o.ooo
0 015
o.niT
O.OJT
trnco
o.aii
O.Ofi.1
(l.OI.'i
O.lXW
o.ow
n WW
O.Oli
o.cvji
Blag.
0.1
n.-i!
0.H4I
i
O.IIVS
1.731
1.ISI4
0.074
i»fe two BiiAlyttc-t arc ({iven they are thi» extremes of two or more Him-
{jln^ lirjiial. Whvre one U Kiven it is the oulf aimlysiis. Urand U
I L'lii.HW'd B8 a |iuilillcd gteelT
OnDcn or Qiiamties QnADED ruoM No. 1 to No, 18,
Tensile
etreiigth.
1
<!
IJ
]«
IS
19
R(?<luctioii
nt Arva,
18
0
u
19
1
U
KlunKation.
10
3
IS
Itl
4
in
WeldiiiK Power.
mntil iiiiix^rfect.
badly.
best.
rather badly.
verj' good.
jtL'lInii of area varied from 84.* to tS5.ll per cent, and the elouKa^
[an l» lot).!! pprcpiii.
J thp pure-it Iron of llie series, riuikifl Ko. IB in tensile gtreii(tth,
me of tho moHt ilm'iile; brand H. quite liiipfire, w»r tuilow the
j>tli I" FlreiiRili and <luctiMty, but wiis the l«»st in welding- power;
ill- Impure, was one of the best in every respect except, weldint;
_1ie hlfcrbeKt In xlrenglb, was no* the most pint-, tt hiid the leaabi
(y, Atiil lix «el(liu)c power \vii;< iiioKt. Inii)erfect. Tlie eviilence of ll
KMT of i-hfmiciil coiniiKsl'ion upon tjimllty, ilioiefoi-e, Ik qiiiie contr
f Aiiil confiisinK. Tlie Irons dl(Teriii>; reinBrkahly in their mechanical
rtlMi, il wa» round that a miicli more mnrked Influence upon llieir
,111 >v.i>t >-nijtti'd by itifTerent Irenimeiit In lUlNiig than by dilTereuoes In
. sliijt Mr. llolley says. " It appears that (he vmallevt nn(|
PHI often h«« the most kIjir. It, U hence reaKonabie to ■.■on
r in mnv Ix" dlrt3' and yet thornnpUly condensed '
.IV of '' What la learned fiijiii i-heiiilcal annlyslH."' ha sayn:
I appear that Utile of use lo the niaker.oi or users of wnaieht
in i.."o livirned . . . Tlie ehariioter of steel can lie mirelv prml-
on 'be nnalyscH of the inaterlalH: that of wixnipht iTOn Is altered by
fin-T t»nolt*erv»'d eaiiNes ''
!i^c Of nednrtion In Rolling n-om Pile to Bai
ill of Wronelit Iron. -The tensile mivntjih of I'
i-e's tests mnf^ti) from 40,000 In (a.70O lbs. pw
Kfii. i^^Uy » atfifl. n<it hniliK Ooiisidered, Some up
r «w //<en «» Tn.ooo llm. The atnoiint of reducttoa i
tab^
saf^
HBrea.
IRON AND StEEt.
in rollfng the bars has a notable iuSueni.'e on tlie strennrth
limit; the greater tbe reduction from pile to bar the higlier tha
The following are a few flares from Cejig of one of llie braiKla'
1^
IMof bar. in. tlinm.:
a i^f pile, »(\. in.:
r per Cfrni or pile :
iisile Hl,reii);t)i. lb.:
loi^tlc limit, U).:
4
80
80
3
T2
]
SS
i
15.7
B.83
4.9S
8.M
8. IT
4a.lti3
47.T61
48.280
Sl.lffl
Ba,!CT
n,m
at,-wo
31,803
86,4«7
S»,t9(
M
BpectficatlonM fbr Wrought Iron (P. H. T/ewis, GneiReer»'4
of Hiiluili-liiliiJi, iw'jn.— 1. .Ml wioii(rlil iii.n must lie lODKb. <lurt)l<>. ~
anil of unirorm qimlily for each cla-is. slraight, smooth, fn-«» from i
X'ltets, fliiHs, biieklxs, lilltlfis. and iiijiiriou.s oracks aloox tie
UKt have a workinanltkf dtiLsh. No specific process or \—
niifactiire will be clptunixled. provided ihe material fiilfiia
ntsof these specifications.
S. Tlie tensile strength, limit of elosticil)', and ductilllv Klinll be i
ued from a stnndnril li'Ri-pit»ce not U>8.« than t^ inch ililrk. cm fr^inr
ill-sin.vl l)ar. and (il.ined <ir liiriit-d iKirallel. Th»,- area of cross Hf>ctii>n 4
not be lesA than V>i )^iifire Inch. The elon^tton shall be measured ti
brf'nkiiiK on an iiriginil lenifth of » Im^bes.
3. The testa shall show not less ilian the following reaalts:
or bar Iron in tension
Dr shape iron .......,.....,,
Dr plates under SB in. wide,
or plates over 30 in. wide..
Uttimstn
'Strength,
lbs per St).
inch.
Baooo
«8,ooa
40,000
tJltlll of
Elasticity,
lbs. per sq.
inch.
SDiOrO
».000
S«,0(W
89.000
per-Sj
4. When fnllsizpd tension members are testeid to proye the i
eir connectionik. a reiliiclion iti tlieir iitijniale strength of (500 :
rj pounds per jttjiiare inch will he allowed.
(C. All iron ,'>IihII beihl. cold. IHil degrees around a curve wbrwij
(twice the thickness of piece for Iwr Iron, luid three times tike 1
• plates and shn pes.
1. Iron which is to be worked liot in the nianiifacture niiMt
bending sliarply to a rifjlit angle at a nurking heat wltbc
kctiire.
K. Rpecintens of tensile iron upon beinir nicked on one ^ide and
BOW a fracture nearly all flbrous.
is. All rlvpt iron mui-t Iw toiiKh and soft, and be capable of liemliDf t
ntil th»^ sides are in close contact w-ilhout sign of fracture f>o ' ''^
sidi- I'f the ( urve.
IVnnaylviinIa Railroad SpeclBcatioiiB ftor IHcreli
*'■ M.ini'OUf. nifrolisnt bur Ikui or vteel t"
^I> ; ninK >iliu|)es and ii»«H are issued. %h*^\
;■< KTi uOi) ll>s. per s(|uare Inch and an
;;ii.iNi -J iiich'.'s lone.
So Iron or steel will lie accepii^ under this sijeciflcntlon If ten«
Ilia below 48,000 ilw nr Roes al>ove IXI.OOO lbs. [ler squari- Inch, |_.
"Jnn is less than l.'ijC in i inches, nor if it shows a eranidar fraet<i
' more than 60y of Ihe fractured !;UrfBce, nor If U showik any dlj
ilaiitir,
,..,,.._ .,: ^, '■ ,-n round or - -..].. ~ < .-. .
■~»fil sectior.^
acs in uiiy J
• l*«.-7> |,l-,l-|MI-l .--^ i\ IM ilO IllUde lOfUii illFtPII* lUH!-" I V lit.
I In. Ihick or less, or totiured fonns of Iron, audi a
"f, be accepted If tenMle strv-URWx \s %bove 45.0
■j but Uie It^llng ol «ucb Mi«««B.4.iiee\hm%\&\
FOB UNIT STRAINS FOR IRON AND STEEL. 379
OBB for WrousUt Iroa for the World's Pair
lEiig'g Ni^wii, Muiili "26, ISfl,'.) All lrt)ii to he iist^il iu llie
of opeu truBucs. latornls, pins and bolts, except plale iron
ide, anri shaped irou. imiKi. show by Ibe Ktaudanl IfHt-piecea
Ui In lbs. per stiiiaiv inch of :
_ V.IHM X ttifa of ori)^D(il bar In sq. in,
~ circumference of onsinal l>ar in inches '
limit not less than half the utreugth given b}- tbin formula,
Ion of SOjC in 8 in.
Inches wide and under, and more tlian 8 inches widt>, must
ndard test-pieces a tensile streiigtli of 4>^,00n il>8. iKr sq. in.
limit not less than %,CKXI lbs. pur vquare ineh. aud rii t-lon-
S8 Uian lif. .\l\ plates over '-H ivjchi-s in iviiltli niuei have a
* not less tlian 4C,00O lbs., with an eliiMlie limit not less tlmii
iqtiare Inch. Plates from "J-l inclies to yti Indices in wultb nauHt
Tion of not less than \0%; those froiu »() inclies to IS inches in
48 inche.s in width, 5%.
IU, tiaoges of huams and cliannels, and other iron not herein-
, must Kbow by tiie standard test-pieces a tensile strength iu
neh of :
t^y^i^ _ 7,(J00 X area of original bar
' circumference of oriKinal bar'
limit of not less than half tlie strength g;h-en by this formula,
on of iSi for bars % inch and less in thickness, and of 13% for
thiclcuess. For webs of beams and ebuutiels, gpeciflcatloiis
ipply.
_ niii.<*( l>e tougli and soft, and pieces of the full diameter of
>e capable of bending cold, until thesidc{;are in close contact,
fracture on the convex side of the curve.
Irou.— Mr. Vnuctaiu, of the Ualdwin Locomotive Work.s,
r tile American Railway Master mechanics' As-souiatlou, in
ly advocate the softest iron iu the market as tlie itest for
believed in an iron as liard as was <:ousisteut witli heading
The higher the tensile .strength of the iron, the more vil)ra-
,nd, for it is not so easily si ruined beyond the yield-point.
>e«itlcations for stay-bolt iron call for a tensile .strength of
lb.'*, fM?r square inch, tlie upper llgiire being preferred, and
iiisisleil n|)on as tlie niininiiMn.
lijE FOR UNIT STRAINS FOR IRON AND
STICKL IN STHLTClTURKfiJ.
L I>«i-i. EuKiru-ers' t'iiib iif i'liiliiiiilphia, 1H91.)
( forniulHi for unit straiu» per mpiure inch of net gectlon&l
ed In determining the allowable workine; stress in eachmem-
sture. iFor definitions of soft and niealum steel aee Specill-
1.)
Tenalon Iftembera.
380
IBON AND STEKL.
Shearing.
On pinsand 8hop riVL'ts
On field riveta
In webs of ^rdem. .
Wrougbt Iron. Soft Steel.
(iOOO
4800
Will not be used
Mediu
Will ]
Rearliig.
Wrougbt Iioi),
Soft. Slm-t.
«eJiu(»l^
On projected dernl-
inti^dos of niajii-plu
holes
18,000
13.200
14,800 J
On projected seml-la-
trados of ilvet-liol.?s*
i2.oon
13,800
H.aM^|
On lal)*nil pins ... .
Of bed-plalc«s on ina-
ii,ooa
19,."i00
I8.0(^B
soiirj-
asoib*. pei'sq In.
* ExceptluB lliat iu pin coiiii<"<;L»1 iiikdiIhth UikiiiK altf male slressei, I
beuriiiff Htiesai uiimt not exceed 'MM lUs. for ii oii or sttfl.
BeudlUK.
On extreme t\hm of piuA wliru cruliuK nf bearings Are conaMer d i
points of application of xtraius:
Wrouijlil Iron, 15.000, Soft St*el, Ifl OOO. Medium Stw-I, I'.OOO.
Compreaalon Iflenitocrii.
Chord aactioiu ;
Flatenits
One flat and one pin end . .
Chords Willi pin ends and
all endpoata
All treatle-posta.
Interini*<llat« posts
Lalernl stnits, and coiii-
pression In c o 1 1 i r 1 o n
Btrulji. SUIT suspenders
and stiff ci lords
Wrouglit Iron.
7(x»(]-f.£!l5)-3oi
^ max.,/ r
7ooo(i + I?l'-^)-aa-'
V max./ r
V max./
7000 (1 + inliL)
V ' max./
7500 - M -
40
35
10,BOO _ 50 -
Soft Steel.
lOS
greater
than
iron
Mmtiom
Bt«el.
Ill which furmiiltfi I =^ loiijctll of comprttsslou liiMniln'r in inclii
lea.Ht radius of g^rntioM of jnj-ii)LH:!r in incliis. No conipressiiwi
shall Jiave a. Ii'ii^th i-.xoeediikcl.') times its leiisr widlli. and iiu post 1 '
IIMed ill whii-'li / -V *■ exi'ffdK lii.
niembera Subject to Alternate Tenalon atid Compr
For oODipresgion onl.v . .
Far ttie greateift Bti'et»i
Wroiiglit Iron.
Use tlie fni-mulie above
Sott Steel.
ft U\Mt. (^tfCl^T
\ ftC creater
v\i».ti Vnm
Ifite the ronnula givloK the greuleat areo-oT ae^^^'?^^- ... v.^.,,.
The contpreaaloiitiaaiea of beaiua ani v^^^* ^viVrs *\v«a>««*^
i-secrioii AS the tension flange*.
FOB UNIT 8TBAINB FOR IRON AND STEEL. 381
4
, dis».-ii?isiii{; till? formulas proposed by Mr. Lewia, says; " Taking
1-; a whole, I ani constrained to believe that they
'if resi-ilBuce for Hllft-^^t(wl columnB over those
; 1 -O^ to ■jr.* for medium s>teel, rather than IIK and
I capacity of soft steel for endiirinK torture Ills it eminently for
Bd conibine<l airesses, uuil for Hint reason I would g)ve> ft IB)!
r iron, with about 'JiS for medium steel, U
tests on sl«!el wein to sluiw that IS;* and 2!!jt Incnuises, for the V
res{)eclivuly, are amply justlHed. ^
I not liesitate to assign 15^ aud 22* inrrenses over vahieti for iron
ugAn I b(>ndinu; of Knft ntiil nipriruni sleel as l)eiiiK within tlie safe
eiperience. IVovision should kIko be made for increaaiiij^ pjn-
.bending and bearing stresses for iucreAsiiig ratios of fixed tii uiov-
mntn PermUslble Str«Hii«B In Structural RlaterlalD
I BolldlneH. iKuildiii^' Onliimnoeaof the City of CtiicaKo. I!iU.'l.)
i,crusbii,n snesis; For plates. l.\OUO llj.s. p<-r squaie inch; forliiilelK,
, r.r f.riiels, compression 13,S00 H>s per :'cjuare inch, and (eiiKJon
areinch. For /[girders, Ivanis, corhelK, brackets, nud trussex, ,
|iiare inch for steel and 12,0(10 lbs. fur iron.
11- rfs : I
r_ „. maximum bendlD<; moment In ft.-lbs.
Mf lan^e area =
mn
Cb.
8 =
knee belnretfu centre of gravity of Bangei) in feet.
•I.MO fiir steel.
1U,(K10 for iron.
,„ , iiuiximum shear „ l 10. OCO for steel,
WrI. area = . C -. ) c.oOO for iron.
I in siuKle shear per isquare inch of rivet area :
Sleel. Iron.
... .„ OOOOlbo. TStOlbs.
•l<('driveu 7S00 " 6000 "
• girders ;
b = breadth of beam in Inches.
d = depth of beam In incites.
cbd* I = length of beam iu feet.
■~7~ ' I 180 for long-leaf yellow pine,
c= - I'.tifon.aU.
I liO for while or Norway pine.
_^ llonlniE of natcrlalM Iu tlie inemplili* Brideo (Geo,
m, Tiitus. A. a. C. A'.. lUliJJi — Theentire superstructure of IheMeui-
gv is of *teel and it wtt.s ul] workiil ns sleel, the rivet-holes being
I ail priucipul uiemberK and puuclie<l and ruanted in the lighter
^u ineiiibers were proportioned on the l>a.«ig of nllnwiu),' the dead
fitrain uf t5).(Xki lbs. pei' Hquare inch, atid the Ijve loud a
I llis. per 8i|uiire nieli. In the case of I be ceiilral span, whel"e
vais twice the live loiul, tlilH corri'uponded to l&.LKM Uis. total
re inch, this beinj: the gtealest ten>ile strnin.
i-i^Hion lueinljerH were proportioned on a somewhat arbltrar.v
latinctiou wiiH made Ijeiween live and dead luad.s. A luaximuMi
jlja. |>er square Ineii wh8 allowed on the chords and other
ineniberM where the length did imt exceed 16 times the
Umension. tl]i.<t strain l>eing retluced T.'iO Iba. for ejieh uddl-
Mi. In longcoiupreKsinn inemijers the raaxiniiiin length
tinieM the lea»t tran'^verxe dimension, and the strainn
per square Inch, this anmiint being iiii.-reased by 200 lbs,
rich the length in decreased.
>iiis occur the member was proportioned to re-
•f ' 1 Olid tension on whichever ImsiH ilensioii or
'- the greatest i^tiniu ti«?r sqnar-e itich ; and, in
- propnrIione<l to renit^t the maxltnltni tensioli,
I llie niuxjninin compreshiou.
■ -^ M ere e/iJci/Jaletl uu the strain bKlUR \'m»H
III III fxireiiie /lln-es. JJivel-hole.s in cuver-vVl ""
^VTb
IRON ANO STKEL.
_ e riTets of glepl in drilled or reanieil boli"s wei't- prop"!
basis or a beariDK Gtrain of iri.ooo llm. i>ei'si|iiaiv liioli h: i
of T'lOO Ibx. per ^uiLie iiiirli, auU Kiieuiai piiliis wen* tiik' •
gh<?ftr in as uiaiiy rivets as possible. T tiio was tli*" lm
rivets. In the case of flfUl rivets, llie nuiiiU*r was iiicr".-a>' •! (
The pins were proportioned on llie basis nf a tieanii^ sIrsH
ler square iouh auj a beuUiue slruiii of '."('.OOO lbs. per K)ual
iiie fibre, the diametei-s nf ihe pins i>eirig' never made more I
than the widih of Ihe largest eye-bar- iiltachiii^ to flieiii.
iThe weipht on the roiieiti of the expansion joint on I'ier II la (
r linear foot of roller, or 3,:tt1 lbs. per liiienr inch, tlie rollere
diameter.
the seciionHof the superslrneiure were iinusiiallj heavj-, audi
n dead iouti greatly in excess of those from inovinp loud. It waal
it to use a »llghtly Iti^her Hteei than i» titiW genernlly U!«e<l foi
ImctiireR, and to work lhi.H 8leel ivitlioiit piincliliiK,nll holet< lieili|(|
A Mjineivhat softer Kteel was imed in the Hottr-KyRtem and olli
parts.
The principal requirements whlcii were to be obtained an tlie 1
texla on pampies cut from finished material were as followi:
L
Higli-grade steel.
Eye-ljiir Rieel ..
Medium steul...
Soft steej
Max.
Ultimate
Strength,
lb». jier
fM|. inch.
7S,5lJ0
T5,(100
Ta.SOO
03.000
Mill.
■Ultimate
Min.ElaKtlc
StreDgih,
Uniit. lbs.
lbs. per
per Mj. In.
sq. inch.
09,000
40,000
06.000
88.000
01.000
87,000
55.000
ao,ooo
Mill. |>er-
centa^'e of
Elonesl ion
■n 8 Inches.
18
S2
■rBNACITV OP mETALS AT VABIOCB
TKjnPUBATURES.
(Tlie ItritlKh AdniiraUy made a Kerie.>« of experiments to aitcertaln^
fslrenKlli and ilnctllity takes place in giin-metal comp^ sitinns wV
I high lein|ierat«ies. It was found liial all the vinl
IITcr a (iradnnl but not mtIoiw loss of slietigili and ilu'
lii|)eiatnre. at which, wliliin a few degrees, a greiii .
ie slreiigth falls to about one half the original, and ti ■
gone. At leiiiprrBtiires above this pi'iiil, up to WK*, I,'
fun her loss of strength; the lempeimure at whicli tli
if strt*ngth taliets place, allboiigh uuifonii in tike ^ :
'!>aiiie pot, varies about U>U° in ih« same compofii ■
nperatiires, or witii some varying conditions Ih t!
he leiniieraliire at wiiich the change UKik place in iS'
jned lu lie about 370°, ond iu thmof No. a, at a little ■
ay lie the cause of tliis important dilTeivnce in the "i; ■
ct stated may be taken as c«*rtjiin. Rolled Miij
itlsfiMMiiry up lo fiOO". and may be used as -i
;hf iroTi. V'»rkwhlre nnil rernajuifacinred, n:
'iiyup lo3tXl*. wheM-nn
still h'ss tiian at Ihe <
|j of Ijinilore steel is noi
1l|i I.. :,iHi-. I. Ill ii.» ,iii..'iiniy is reduce more than oih
Bftailt* Ntrrna:1h nf Iron and Steel ait flltcb
■" " " :'l ■111 ,4(/f', .\\'t '
'i-* the teni)
1 ■^ni" and
411 lite in\ri)('v r-\ee\v. \iie increase aiiicM
aquare Inch abu'te V\>« iatc\n»nn«Dc«ai
OF METALS AT VARIOUS TEMPERATURES. 383
lhi<? mnxinium, the strtMiRib of all the 8te«l ducreaces ateodfljr
i: 10,0(10 lbs, (lecrejise per lOO* iDcrcose of terap^ra-
"iil U)s. |)er nqnaii? inch Ls silll Miown by .IOC. »(«M!l
1 . > fiO t.) 1.00 C. sirt-l al about 1600° F.
»*:•»' iron increasi's wiili teinperaitire from 0° up In a
«00 to 600° F.. the liieivus" helng from 8000 to 10.000 lb».
id then ilporfni»<>8 steadily (ill a glrengtli of only 0000 lbs.
stiovrri ftt 1500* F.
ippenrs to niniiitairi its atreiigl-h, with a tendency to increiuw,
reachnl. beyond which t.eoiperatiire the strcni^th grradiially
Vodpr tbf highest leinpemtuics, l.Wi)" lo IflOi)" F., numerous
cylindrical nurfnco of th*- spi^cinien were develojied prior to
rrnmrkable tbiu <'a.«.t iron, wi much inferior in strrnptli to the
>Blilieiii-- teini)eratiirf, under Ihi- hlehesl teniperattires has
knie »iir»-nfjtli (be bijrli-tentper »(Pfl< Ih^^n have.
k of Iron and Steel Boiler-plate at Ulgli Tem-
k (Ctms. Huston, ./oiif. F. l. ISTT.j
' ATBiuaE OP Tbbee Tests or Each,
K. 68'
plate, temtile Btren(rth, lbs 55.30S
" contr. of area )( as
nhgleel, tensile (ttrengtb, lbs M,600
" contr. ^ , a
Je steel, teiuile strength, lbs 64,000
contr. J 88
k of Wronslit Iron and Ste«I at Hteh Tenipcr-
piir. F. /., cm., 1881, p. SJl.) Knllmanii'a expeihiients nt < )l>er-
Jed tests of the tensile strength of iron and >tt-el at teMi|)ern-
between T0° anil '.WO" I'. Three kiiid.s of iiHtal were tested,
on hariuKan ulttinate tensile Hlrenirih r.f VJ.^Hl 11)r., an ela.-'tic
>,2H0 ll]«i.,anil an elonealiou of 17. "iS; flne-grnined iron having
I elem.-nls laliies of ,5t'i.H92 lbs.. 39,113 lbs., ami -.H*^; and Heii-
iving valnex of 84.Sv!6 Ibg., .W.()29 lb».. nnri H.M. Tlie mean
Be *i('eni:ih of eucb material expivsjwd in rier cent of that at
ispheric tenriperatiire is given in the follnwInK tai)le. (he flfih
k-h exhibilN, for pni^ioses of ooiiipariw)n. the results of e.xp«rl-
' OD by a couiintttee of the Franklin Institute iu the years
ST5»
M3»
88,080
65.JH3
923
at
66,0H3
M.iWO
38
3:1
60.366
6S.80O
.SO
SI
Flbrouii
WrouRht
ItOI], p. c.
lOO.O
100.0
100.0
97.0
96.5
9S.S
68.5
81 .S
67.8
44.5
36.0
ao.o
18.0
16. S
13.. ->
10.0
7.0
S.fi
4.S
S..5
3.S
Fine-grained
Iran,
per cent.
IflO.O
100.0
100.0
100.0
100.0
08.5
AS.G
90.0
77.5
61, A
se.o
30.5
88.0
«3,0
IS.O
15.S
13.K
10.5
8.S
7.0
5.0
Jifssemer
Franklin
Steel,
Institute,
pej- cent.
per cent.
100.0
BOO
100.0
102.0
100.0
105.0
100. 0
106.0
100.0
lOfl.O
!».5
104.0
IW.n
99 5
(18.0
IT'. 5
44.0
7.1.5
m.r,
M.5
31.0
86.0
■2<i.!,
r • t > *
K.O
18.0
1.1. n
ii.O
10.0
8.,')
7.5
fl,5
S.O
>t r.f'nld ou the Strenglh or Iron ai
^ were nnived at bv .Mr, SIvlTe lu 18ti."> ;
.trerjKth of iron m?1iI sfeel is not din
III lunlonest lemperalitre nlifcli ever n<.'i;iir
tasmt the ordinary teinp«raturf ^aboul 60* F,)»
IRON ASb tjTEBL.
(tl) That nrttta«r in Meet nor in iron is the este«6lM»tjr leci io(
"^ I at tlH! ardinarr tnnperatare.
Tlwl the liinU of ela«(tcUr la bat^ (t«el sad Iron lies higher la i
III
■ -iicii vaniiii. Ds, at ie-a^t for oicln.aij- jni.
lerp made io 1S07 n nnmh^r rf ti^sts , f in,:
v iii>>SJi!< of n falli"!.'
, SlyIT>-'8 conuliiiiioiiK i
ii|ier«torra. Mr
I of Ir^iii, such AM '
tor *h"cks 19 c>ii-i
Inuly frMiii onp tliipl i" iH],- (.mrlli i.f Hh -Iikh^-iIi m liidi imi..-«>-»m
IW F." Jlr. J. J. Welist.r diihl tr. E.. lS«li Ki.fs n-nson* for .luul
I'tlie accuracy of Mr, Sand >>pi'e'i< deduclions, nince iln- tests nt Iho I
|t«?nip<T»iurt' were lii.-nrly all inaiJo with il-fi. IrnRilis i>f rail, wliil* tbfl
I the hiffh'>r teiii[iHrature« wt-rv made with »b' rt lt-i>|jrth«, the ruyp^
\t*»*ry cftrtf- Vtrltig the (tame di.stnnce apart.
W, H Barlow (I'roc. ln>t. C E.) iiiu<I« exiicrimentK on l
Ijrori, caM irr«ii, tiinllt^hle onst iniii. Hij^sfiiier Meel, Bi,d ii ,■
'wTprn tp.>itvd with iHiifiilif aixl tiuriHv*M(if i>t I'm inn, and aU''
half of them at a teniperutur^ c,f .^ii" K. mul the oilier !i.
lower ternvM-ratiiie wuh obtained tiy placing the bare in a f'
care ijeiDR taken to iieep llie bars covered with It durlbg il,, i
lh« eifieritneiitB.
The reiiiilts of tlie exiMjriiuenta were Bumninriied as folloH's ;
1. When bars of u-roiifcht iron or steel were eubmiCled to a '
I and liroken. llicir strengtli was not allrcle'1 by severe cold (i° KJ
lOuctiiily was increased »lx)m IS in iron and 3j in dieel,
2, When liars of cast, i ion were Kiibinilted to a tiansver»e »tr_
liteniperaiiire. their xlrenglh wiu diminished about 3;t and ihelC
|«hoiit :»«.
a. When bars of wrought iron, mnllefibte ctii^t iron, steel, on
rant iron were Milijeoted to iiii|)aet at n leraperatiira of t* F , it
Biiii'eil to break them, iind the extent of their Hexililllty, were I
follows, vix.:
Rc<lnvtion of Force Redtictii
of Impact, per cent. Mlitjr, \
R'roimht iron, nbont S
Stei'l (Iwst e(l>l io.ll). about JW
nmin'ilile onst iron, Rboiit 4>{
'^I'tt'l Iron, nhoni 81 not\
Til" expytleiice of railwajs in Russia, Canada, and other coitni
tlie ivinter IK severe Ik that the brenl>a(re!< of rails and tlrmani
iuuinemiiH In the col<l weather than in the suninier. On ihii]
Hofior class of stet<l is einpl>>ye<l In Russia for rails tliau la in
t*iniierHle eltmates.
Th" evidetwe extant in ri'lntion to this matter leni,
Oapalpllltv of wronchl Iron or steel to resist itopnet i-
|)he <iiher hitiid. its fintie strentrth Is not impnire.l U\ ;
|{0>irt «>r IjO-h' Tetnperatore* ou St , ' <il
Ixica. iTIhW, ,\i,.lre»s. rii'V. Iii'-i L' K, » fi • tn
L'l«eri ■ill, f ].,i]r',riU. i.ii.il r.n.'lh 7 ft. :'' -r ai mMdl
IiL.iki >,> !iiijiacl at tM^
Has half limed ^
tnd ^^ , I ■ ' ' 1 1 .
The mi-uu tuici: of cuUciiMum uiulling fruui each Imjiact waa|
I followN :
IM A - height of fi^ee fall In feM, tr = wHirbi of l4>at hall.
■<"1W ." "1^ work In foo'-toiis^x = eztciDl or«lrfle.7tton» bclwaau i
I -n |i^(tuea:i toTVi) a — = — .
UBaiTY OH IhOK, COHROSrON, ETC
385
F these ezpcirlineat« sboir (hnt whereas »t a lemperatiir^ ot
|«r«n>ire mean force of ]T9 ums vnif yiifflou'nl in onust^ ilt«
I axles, mc 4 i«iiipersture of lud* t*. uMtil averiKe nnfitn
ns wA.^ r*'rjiiisit« to protlw^e frnciur**. In fthir wonls. iht* r»*-
f (he axles n( n lemporature of 0* F. was only about
viipernture of IO(i° V.
ilecrion at a iciiipiTiilure of 0* F. wasfl.iS iu , a*
II niifi Ihi- bxIhs at 100° F ciiiHer the conditions sta'«wl: thi«
ultimate reiiuvlion of fleiiliility. under the test of iuipaer. of
•the cold axles at 0" K., amipared with ihewami axles a(
INSIOTV OP IRON AND STKEL. BV HEAT.
■iueer in charge of the U. S. t^estiiiR iiniL'hiiie at W«-
' following resuliji of tests tiiaile oa liars !1A liichtm
-■■. iSiXlJ;
Marlu.
Cbemical conipoBitioo.
Ooefllclent of
Expaoaion.
C.
Mn.
Si.
Feby
difrerenoA.
Ver degree
K. ner iinil
oflength.
.OOOOMiSfrJ
i::::;
la
3»
to
4a
fitv
da
7a
ga
9a
10a
.09
.90
.81
.ST
.M
.!V7
.71
.81
.89
.97
.11
.45
.07
.70
.!W
.93
.S8
.56
.57
.80
'.6a' '
.07
.08
.17
.19
.S8
99.8(1
99.35
99.12
08.98
98. R»
96. 4S
98,6)1
98.46
98.85
07.95
.o(»oii«7eat
.0000066850
.0000003148
1
.UX)O0fl0SO7
.W1OO06IU0S
.O00O0ti."W91
.UUVOU04710
.oooooRiier
.ooawoi700
.ooooosmtii
.0000091386
w
tABILITV OF IRON, CORROSION, ETC.
|]r orC'aHt Iron.— FnvleHcl( Gi-nlT, in an article on llie
ratei- Kupply, says thai the first cast-iron pipe used there wiis
rii«f>e pipes were niHile of charcoal iron, and were in coiiHljint
They were unconLed, and the iitside was well filled wlili
■)ir«lergood east Iron, even unc^iated, will last for a cen-
't often Itecotnert Boft eiioiij;h to he cut by a K-idfe. an l«
on taken u\> from the hottoru of harhorx after Iouk tiub-
rPBleed. hard white nl^tnl IflKts the longent in wa water.—
Jll.iil i-|. I'*?, and Jliin-ll •,'«. ISB'.'.
I Iron »neT Forty Vearu' Serrlce, -.\ square link I'.'
, 1 liieh tlili.'k and alHJUt li feet Ions wan taken from l!ie KielT
>yeHrs old.ond teNted in conipariMni with a siiidlnr link which
prv«?«l ill tile st^'jck'house since the l(rl<i^'e wa« built. The fol-
friciconl of a mean of four longitudinal teat-pieces, i X If^ X 8
Ifroiii c«oh liuk (.S(a/il iinri Eiirn, It^UO):
Old IJuk taken New IJnk from
from liridKe. 8lore hoiixe.
ndh per eqtiare Inch, tons SI.i' "iS.S
m* ■• 11.1 11.9
.percent.. ■ H* "■4-
perceot IT. 35 IS.rs
or Iron In Brldeen. Kl. I.indentliMi
flM Old MotioMKnhelH iiMK|>enHion bridge m i'
down In INSi The tim rtf Uie cables ».-i,-
t of tiimr uUlmAie ttrrngtb, yet on (eating I he in ttftrr t
886
IROK AND STEEL.
iwe thpjr showed a tensile strensth of from 78,T0O to 100,000 lbs. jw
inch. Tlie elastic limit was from 67,100 to 78,600 11.
duciidil at point of fracture, X>j£ to '5%. Their diaji
A iii'w ordinarv tel**ifnii>li wirrt of same pangt*
showed: T. 8, of' 100.000 lbs.; E. L., Bl,r*0 lbs ; i.
used as stavs nr Riispt-iidprs Bliowed: T. S.. 43,mi •
iiiuh:E. I,., i0,3S0to29,200. Mr. Lindenthai draw?
his tests:
" The above tpsts iodicate that iron higlilv strained for n lone ou
yeAii>, l]|it Hfill within tlie elastic limit, and'expoMid Co slight rlnrai
not deteriorate In qtirillty.
" That if stdijeol<?d to only ooe Iclud of strain it will not cbanse llsi
eirtMi If stinined beyond its elastic limit, for many yerrs. It will nlfii
beliave iniK-h as in a tesllnc-machlne during a Ions tj-st.
"That iron wdl cliani;e im toxiuro only when exposed to nltemst^
straiiiint;, Its in bendine- in ilitTerent dir^'tions. K tlit: heitdtD|; isarfl
very rapid, as in vinLnt viliraii'-ns. the effect is tlie same." J
Corrosion or Iron BoUm.— On bridges over the ThanMsta]
bolts ex (>oK<'d lotltc nclion of llie ntinosphere and rain-water«M
awHv in 25 years from a diameter of ^ in. to ^ in., and from ^ in. d
to 5/ltt inch"
Wii-e iDjHw exjmsed to drip in colliery shafts are verj- liable toco*
Corrosion oTIron and Steel.— Experiments made ai the 8
Iron Worlcs. Wlieeliiijr. W. Vii., on Kie comiinrative liability to ru««
and son He«.seiner sleel: A jiiece of irf)ii pUte and a sinnliir jiitnv>
iHith clean mid hrijiht, were pliice<i in a mixture ir"
with whicli hiid been tliorouKhly incorpornltxl sume ■
of soda, aminoniuni elilorlde.'snd cfdoridc of inaj
prepared «jis kept nmisl. At tlie end of 33 days i
taken out, cleaned, and wei(;hefL wliea the iron \v;i
of its weight and tlie st^-el 0.72;. The pieces were n i
welRlied iiKflln. wlien the ip'o wa-* found to have i•.^t 'vVi"-. "i \''
weiillit anil Ihesieel l.TW. iT^ny';;. .lone Vil, l^OI.t
Corronlvo Agents In the Atmonphere.- Tlie expi-rimn
Crace Calvert (iVit;inru.' Ac»i. Jlnrch .1, 1N71) sh.iu
the presence of moisture, is the ag'eni which det-
iron in the atmosphere. He subjected perfectly cl.
steel to the action of different ^ses for a perioii i.r r.mr monii
resnirsos folions:
DiT oxycen, dry carbonic aciii. a mixtare of hoth irases, <lry on
nxyKcii and amuiouia: no oxldatiou. Damp oxygen : in thrtv exp4
one lila<le only wajn Klisrhtly oxidized.
I'anip carbonic acid: Hli>;ht appearance of a whits preclpilala U
iroD. found to be carlionate o/ iron. Damp carbotuM acid ami
oxidnliori very rapid. Iron inmtersed in water containing rarbfl
oxiillzed lapiilly.
Iron linmersf'd in distilled water deprived of its ^ases bj buffing
the iron In spot.'* that ui-i e found to contain impurities.
Galvanir action Is a most active ap>nt of corrosion. Ittaki
when nvo uieiiil>. one elfciro-ueBatJve to the other, are )dac«l hi
and exposed loiliinipiii-.ss.
.Siiljiliinon'i ncid itlie product of the ciimbllstloii of lhr-'«iilpbiiel<t
an, ' : 'active corrosive apenl. especially >'^ '
VI" '. This accounts for the rapid Cor;
bri'. '■ t to the smnite from iocoTuntive*;
meiiiN 11.^ I lit- aiiilior<.»n action of suIjibiH '
1875. p. -I.'f; ) An anulyslK of Bixity ifv
tlic prewnee nf snlplmpius, sulidim.
atiinninln. Illoxnm sintes tlint amnioni.'t is iomihm irniu iim> mii^h.'t
air dni'liiET the pr'ice-^s nf rti^irms
Rdm|I<-u roatlnira foi- Iron and Steel.— Tinidiuc. fmainrfl
qii'i ■■ ' 'lilzinu. el'-ciLoclienucal painting, and oilier pt^
ttir .<cnRsed III two in'poriant papers bjr M. I*. Wo«t, M
A - XV Hnd xvi. II
Produrlni^ an Ino-rT.li^- m. v----t
IIS lit el>-.irl(iiv has If ■
rile nrilclo lu lie proti'i 1
Hi a teniv»t.H'atnn5 of iktu i ." n. i t *
Dugh. ilie vraveT ks Ae«omv>M«l IBM m m
DtriiABIMTY OP IBOSr, COBROSIOK, ETC. 3S'
r.T,.( v,v,ir,,....n. anil the osygwi is ileposlted on ihe mt^tnl, while tlio
lip othur pole, wliicli may eitlier bn tlif tanic in wbic-h
■i«i >ji' H plate i)f fiirboii or iiiirlul. Tlie current bus
.. -uicilive foix-p tn crverconie the resistance of the circuit
■ ■■ ilicwaler; for if it tw; sitrouver than tlii-i, rhpuij-Ken com-
■ ti to pnKluo« ii pulverdleiil oxiile, which hnti iiu niiheretice.
-Lre aji lln»y Blioiiht lie, il is only a ft»w lulmites aft^'r the
it the Ill-till heforc the (hiriten'ini,' of the surface showg
- united with tlie iron ((• tnrui iL- mngnelic oxide FejOj,
^.. ^uowu will rrsist the action of the uir anil prottfct the metal
il. After the aelluu lias cuntiiineJ an hour or tivutliu citatiiig Ik
Itl}' Rolltl to resist the sieratch-brush, and it will ilieii take a brilliaut
liece of tliickly rusted iron be plnt-ed in the linlh. its sesquioxlile
is rapidly transformed into tlin nuiKiictie oxiile. Thin outer layer
BdheMiiiri, but l»-nt'(Ilh it there will he foiinil u eoittin'; whicli in
a part i>f the nu^lai Itself.
r early experiiurnt-s M. ile Meritena employed pieces of steel only,
nMi -lit and coHt iron he was not siicei'ssful, for Ihe ciiiiliuu uuiue tiff
frieli"n. }|e ilieii plaee<l llie Irou at the ueRative pol of
^er it hnil l>een ulieudy iipiilied (o the pni-iiive pule. Here
lured, and hydro^n was iiccuiuulnted in the pores of the
lui-ns were then returned to Ihe anode, when it was found
(Huri'd quite ren.lily ami was verj' solid. But the n-sidt
:>ci. unilil was not until Ihe bnlli wa.'< tilled with distilled
that fruin Ihe public supply, Hint a jHTfeetly sntisfuctury
■1.
.>:i. ^ ' Plating of Iron aa a. JProtoctlon I'rom Rnst<
Jiiig to the Uuliau I'roijii'sjii). eiilicles of iron can Ite pioleeled
rust by siiikiiiK tlioin near the nejrttlive pole of an electric bjith coiu-
' 10 litres of n'uter, IW graniines i^f chloilde of niiinpane!<e, and '.XIO
• of iiiiraie of auuuoniuiu. Under the iuHueuee of ilic eiirreut the
lOi^its: on ttie articles a flltu of jnetallie nian^ane.se which prevents
►m r i^t iiiir.
■llzlns; ProcesH of Annealing in deHoribed by II.
Vfi'vi, .Ian. s!, IH'.IJ. Tlie orilinury process of annealing,
Il liio d and Ijritile iron or steel i« reiniereil Boft iiiul toutirn,
-: the metal to a good red-heat and then allowing ii to cool
the metal is in a heated condition the surface beci>nies
■ iit-ii r.>r many classes of wurU the xuiile nt oxide Is of no
^et in HOiue oases it is very undesirable and even
!■• expense in its renioval.
^ a non-oxidulni; (fa<", and is the invention of Mr.
L Ji>ot-i. 11! H.irtford, t'onn. The princir>3l fpntiire of this prx-e^s
iB ketfpiug the aiincalliiK-retort in coinnnuileation with the gu8
^a.-- fuaifi during tile etitire proce,ss rjf lieutluf? and cooling, the «na
•I to expand Ijaclt into the nmia, and being, therefore,
illy coiistatil pressure.
I art- iiiiidi' rnnii wrought-iron tubes. Tlie gas used Is
lilviiig the city with itliiniiiiatiiig giis. It
I been blued or slightly ■iililizcd was sub-
I nine out bright, the oxide iH-ing reduced
tiAMi uf tU'^ c'U;. I'liictii-iil use has been made of this fact iu deoxl-
rCaL
•alive *.<— t- wi.-re mode of specimens of raetal annealed in illlumt-
« a: iiiieus annealed in nitrogen. Tlic results of these lesla
pa: ■ results of tests of speclmdus anuealfd iu an o|>eD
-o- ;, oud of siH'ciniens of tlie unanneuled metal, and
:iL-y of the gas process was deteriiiiuetl.
made from steel wire .lf<8 in. in dinineter and were
► rs of .156 and .150 iu. Dillereut lots of wire were
iveriige ri-sults. The elongations were in each
ijglhof 1.15ins.
__ ['Ut of elongation and in breaking load betweeu
BneAled in nitrogen and tliotie anoealed Iu UlumiuatUig gas
Tbe arer&ge restilts were as follows:
1
I
I
I
IRON AND STEEL.
Clag ufted.
Nltriip«i
Illiiminnrin)!;
Nitio^eii
Illiiiiiinatln^
Illurninntini;
U|ieii fire
lTi]aiiii*^nlefl
U>iautifAled
Jfo.
Te>t
Piece*.
BrpakiriK
I^uid,
lbs. persq. in.
S9.U0
C3.M0
co.ono
B7,!ttO
ST.KO
(«,Ott>
07,120
90,;iK)
Elo
Totnl p. r.
Painting UTood and Iron Stractnrea. {E. H
^CUili or t'liilu., Enyiuefiiitii JNVim, April s», l8U3.t-A niilnt i
_ •rtioiis— (lie pi);inent and tlie vfhicle or hinder. Tiie plfj
Hii'Xtanoe wliicU is more or less Hnely (fi-oviiid, «) ns to T
niised U'itli tin* vuhii'lci nf lieiiig Finread out in a thiii liivi-ri
llie surface lo ba fjaliited. Tlie vehicle or binder U lli'
pigment is mixed orgroiiud, widcli Beifes to spn-ftd
urface to tw painted, and which cil.to holds II to ihat sr
alntlnir the most Benernlly iiseil vehicle is ltns«'<1 oil
Liiiiieed oil possensen the peciiliur properly of drviiif; Ijy |
ixygon of tlie air to form n tough, leatliei-lifci' .••■nnnnin fcf
For painting on n ood, zinc uliite lina ^
liCRe seem to be most fully devclopetl v
miction witli white lead, and then lo the I.
1 used as ft flnril enat over an elastic inideri.\iitim.' of
tJther white base has been dlsicoiered which fxissiesses
fotlier properties which render white lead valuahle, r^
BB|>reQdllie capacit.w
t)f the inert piKments, lamphlnck Is probably the moKt raliwhir.,
ItlmoHi jnire earlMm. it Is praoiicjilly uneliHiiirt'Mble .*xc>-i't i^v fli .
peculiiir properly of absorbing preat qiiiit'
Ipieadiiic over a larRe Hiirfnee. French .«
riiiore or le».s of the hjdraied oxide of Iron. .
in^ a larpe quantity of oil, and hence has etni.^i.
and also holds very tlnidy to any wooden surfn. ■
The various iiiliieriil and f.ietriliic palms are ul
un oxides, While these are cheap and useful
•iictm-es they are sometimes reiilly fjniieilati^,
rk, ^»ecaiise, instead of prevenliiip oxidafi"it
t'oal tar i» nimh used fl.« a paint fur tli^ i
id iron; in the latter case especially for -
nrk I" lie burled under(,'rt)uiid. It liji-.ti
; liaslhedisBdvnnlnifeof he^'onnnf
1 sdftehliifc'Bt ll.'i" F. A-phalt (>e< i
re. but olherwiseexhibitsthe sai: i.
PH^ ■
^•OKPOSITION AND PHYSICAL CHARACTER. 389
great umipuition to add Home aubsUnoe, mcli as. whttlnir, to
keit work freer, as wvll as lo oosi Ipbr money for material,
rig iron »-orlc it is essential ihnt tlie iron itavlf should tje ab-
lii rust. Kugt lias tiie peculiar property of spreading aiiU
a centre, if there be ttie »li^hteKt chance to do go. Hence, a
Of rtiut on the iron may glow inider the Kurtaif? of the paint,
li« tnie, ay Dr. Duiliey UMfioits. that liiittoed oil is perniesbie
ture, and in tilliB tile paint will l)e tlali«l o(T by the ruat nn-
Kriidimlly exposing the Imre siirtiice of tlie iroii to the action
Jd? agent, oxy>:eu iu ihe presemre of water. It Is neee.omiry
the !!Cale pi»sil)le from wrought iron l)y meang of stitT wire
i then to remove the iii>it by u pickli? of very diliiie aciil, whieli
ard lie thorontthly wailied off befoie the paint is applied. The
'!<» ircn slioiil'l lie dry and lit lea.'it nnHleiately warmed ttefore it
The be!4( method of painting ti tin roof in to carefully remove
oil orf^reu-se from liie surface', of the tin while it in yet bright
^; then to apply a coat of red lead aod linseed oil. or the betit
eiAllic paint, and to follow tills with one or twocoats ol^ graphite
^aphjte i:< almost uuehon^'eable by atmospheric action, and Is
aterproof us well.
~ AH * PreiMrvaUve or Iron.— A.. J. Whitney write« (o
iVtrj. Aiipuiit, 1^4ll. that ill SO years" experience he liaR found
the liest rimicrial for preserving irmi under all circufiistBiiees.
of Paint Beqaircid for n Given ISarfavd. (M, P.
of siirfnci: -t- '-'im .; ^'nllonx of liquid paint for t«o coats; isq.
^- IK = llj?i. of pure white lend for three coals.
M of Paluts. — 77ie RailriKiil and E:iijiitteriim Journal, vols.
iBOand IHiii, hast a neriwof articleslon paint as applied to iroodnt
chemical nature, application, niliilteration, etc., by Dr. C. B.
1st, ami F. N. Pea«e, asslHtimt chemist, of the Peiina. K. K.
re«ullH of a lonf; 8erie» of ex{)eriiiientii on paiitt uk applli^l to
I><llnt. (in. P. Wood.>— Orapliile. mixed with pnre iKiiled
hlih uKmall perc-eul«KP "' litharge, retl lead. mniiBauese, or
•alt has been added nt the time of boiling to aid In the oxida-
I foniu a nioBt effective paint for nietallio surfaces, aa well as
fibrous substanoeti. Wood surfaces protected by tills paint,
the action of sea- water for a number of years, are fojnd iu
of preservatiou.
STEEL.
ir BETWEEN THit: rntcmtAi. ronpost-
kWD PlIYSItAL CIIAR.lCrKH OK STEEL.
tr (Rf« Tranit. A. 1. M. K.. vuki. xxi and xxii, 18KM> f;ives re-
tl biiudre<l Hiialjges and tensile testa of luuiic Bessemer steel
mi a study of them drawK couolu&louii an to the relation of
MMitiou (o strength, tliu chief of which are condensed as
,fij nii. n.nt a pure Iron, witliaut carlKiu. phoKphoitis, inan-
1 r. If it could be obtBined, would have n tensile
• r (iqiiare Inch, If le»ied in aajj-Iiich pjnte With
- . ;.-. coiiHtructed by iitMioi^ tlie followiui^ Imi'deninff
Mil by increase of tensile tstreiigta, for the several eletueuts
iKUint effect of SOO lbs. for each O.OK.
500 " " O.OK.
Die elTecl \a bi^'her in lilgh-carlion than In low-carbon ataeU.
tiUudrf^tliH K 9 10 11 13 13 14 15 10 17
laa an effect lit lbs. 91X1 1000 lUH) 1«X) i:k» MtX) L'lOO IRiM ]M0
tie tpffect decreases as the i«r cent of manganese iiicreaaeii.
( .00 .15 .20 .25 .SO .85 .40 .45 .50 ..«
oent. -< to to to to to to to to to to
{ .15 .30 .25 30 .S5 .40 .45 .50 .56 ,«&
•BbPot.OW 240 940 S3(> -jno ISO ISO 140 130 100
pjfti... a«»ys:«5KW6iwor«»stkiOa.«ioiwiio 10,4001
390
BTEEL.
effect li^H
•lis tlie foBS
Silicon iB 80 low in thl8 Bt««l tbAt lU hai-denJDs effect I
Biilered.
With the above additions (or carbon and phoHphoriis
has been eooslructt'ii (abrldped from tlie oi JKinnl l^y Mj'. WelifM
11^)1 rr-s given the additions for sulphur aud iiiau^HQi-se ehuuUI
ttbovt*.
Bstliuated Vltiniate StrcnetfaM of
flates.
Basic
For Carbon, .OS to .34; Pbogphorus, (10 tu .lU; MangauMte
all caset!.
CartvOtt.
Phos. .OOS
" .01
" .02
" .03
" .04
" .08
'• .0«
» .07
" .08
" .09
" .10
.001 PhoK =
.OS
.C8
3B,950 41,550
40,350 41,SG0
41, ]«»(' 18.750
41,950 ^a.MO
4-,',7,1() 44,350
W.S.W 4:5.151)
4J,!(50 4.'),050
■J5,150'48,t.')0
45,950' 47,-550
46,740
47,550
SOlbs.
4«,«'*l
49,1.50
SOlbts.
.10
4a,S50
43.7B0
44,750
45,7.50
41}, 750
47,751)
48.7W)
49,7 W
50,:5()
51,7,50
63,750
100 II)
.12
°""^i
,14
44.9.50
45,5.50
46.760
47.9511
49.1.511
85.151
.56.3.1(1
KOII
40.050
47,860
48,780
.16
.18
ai
48.300 4!>,U0(I
49,050 fi(> <'.M1'
50,a«i ■ •■
.51,501
50, IBOl 68,05"
5!, ^50l 58.56(1
aH,65UI61.0t(i
.iP.950 K.56(i
140 Ibll60 1b i(H' i.>
Inches thick,
and over
Ill all rolled steel the quality depends on the size of the bhM
fioui which it is rolled, the work put on it. aud the teniprraturei
in flui8he<l, OS well as the chemical composition.
The above table is bosi-d on tests of plateti ^ inch thick an
liictie.H wide; for other plate.s Mr. Webster gives, the foliowlnt; c
(•ir ihicknesK and width. Thejr are made necejisary only by Ck
thicknuax and width ou the flnJKhiDK temperature Iti ordinat)
Stoel is frei)ueotly spoiled by beinK ilui^hed at too IiikIi a lempen
Correctlona for Sl>« of Platea.
Plate*. Up to 70 iiiH. wide. OtwW
LbA. I.
-sooo -
— 1750 —
— 1900 -
— 1330 -
— lOOO -
... — 600 «
0 f
+ 3000 i
Comparine the actual result of tents of 406 plat<« <■■
rnsiilts. >Ir. wetwter found tlie variation to ranKe a« in >
Munimarr of tUe XtllTerenreB Oetureen Cali-uiaii<-
Artiial RcMults iu 108 Testa of Plato Sle«i<
111 tlie tir-il line,' culiiuins the etTrcls of pulpliur weie not cvQii
tli«' latii iliree uoluinus the effect of sulphur was estioiated at H
each OK of S. .
JTH OF BES8EMEE AND OPEN-HEARTH STEELS, 39ll
t figure in the t&ble would indicate thatirgpecifloacioas were drawn I
«■ ste«il plates not to vary mure limn MOO llw. T. S. from a. specified
IIIaI to a total ratine of 10,(l(Xi lbs), there wniild lie aprobafillity of
iiriii i>C o.< of the blooms rt.lled, even If the whole lot was made
I tical ohemicnl nnalysis. In 1000 heats only 3)( of the heata
■■ requirements of (he urders on which they were graded;
^ WHS rniioli le.«s than IS, as one nlate was rolled froui each
ttsali-ii before rolling the reniuinUer of tlie heat.
Hadfleld iJour. Iron <t Sleel In»t., No. 1, 18W) elves the streiiKtli of
■e Swedish iron, retiielteil and te8te<l as east, 20.1 Ions (45,0S!4 lbs.)
n. ; remelted and forceil, 21 Ions (IT.OIO lljs i. The analysis of the
was : tT. O.itS: Si, 0 01; S.O.Oa ; V. O.O-J; JIu. 0.01; Fe. 99.83.
■t 4>r Oxygen npon Ktrcng^tb of iilteel.— .V. I.jiatA of the
1 . in n letter to Jtr. Webster. siayK : " We have found
.'.r (1H93> that oxyg-en plays an important role, till now
iideed. thAt (riven a like conient of carhon, phospho-
ihe blows, a blow ivitli greater oxygvu content Kires
1 less duetility than a blow with less oiyjjen cont-ent."
ietenninlnK oxyten is that of Prof. Jjcdehur, given in
.May, IMiW, p. I9;i. The variation lu o-Tygen content may
■ a in streri^h of nearly ouehalf lau per square inch.
■ i-t Inni.. yo. 1, 1894.)
BBOF VARIATION 11V <<iTRe>GT1I OP BESSEinEB
K AND OPKN-HI':.4ICTH .NTICI^LS.
■gWKie Steel Co. iii iSm published a ligl of lO^ir teala of Bessemer
rib steel, from which the follawing figures are selected ;
F
Id of St«e1.
1
o
o
Klaatic Limit.
tJltlmate
Strength.
Elongation
per cent
la 8 inches.
niph't.
Lowest
HJgh't.
Lowest
High't.
Lowest
■. atniclural. . .
«.
b wgiea
K. are- box
t. bridice
100
170
a
19
ao
45,570
47,090
41,8S0
8«,i30
9s>,9ro
83,680
71.800
78.fr*©
83,450
8a.7»0
6B.0«3
BO.IMO
ei,4S0
65,aoo
50,130
50,S50
59.440
68,',»T0
33.00
8o.-.;&
34.30
36.00
S7.M
30.00
sa.75
S3.1&
38.25
£5.63
19. 3S
■ii 75
UE<)(nRKMEjiTS or Specifications.
! limit. 85.000 ; tensile slreiiRlh, 62.000 to 70.000 ; elong. 32]( in 8 in.
'Unlit, 40.000 ; tensile .strentflh, 67,000 to 75.000.
Hrolt. 30,000 ; tensile Mtrengtti. flO.OOO lu 04,000 ; elODg. SOjt in 6 in. ]
" trength, Ml.iKW to fiJ.IKW ; elon^. •i6% in 4 in.
lr»-«iKth. fiO.imO to (i.i.0<10 ; elonc- 1^,* in S in.
IreiiL-lli. lH.Oy to 70.(KK1 ; elonc 'Htf in 8 in.
of Open-lieartb 8tra<-tural Steel. (Pencr.yd Iron I
I rule, the peroeti m>;i' .if earbon in st4?el deU-rniine« il4
I The hft;lier the carbon the harder the steel, the J
ind the lower the ductility will be. The following list
• averac'' ['hysical propwrties of good opan-heartli steel :
STEEL.
proxijunlioa in iiiaRle instance*, «-b«n the rarlAtfoti fr
be Ciinslderable. Steel below .10 carbon should \t.-
wllJioiit fraclure, after li«iiiK clllll^■ll from a lud ;
of .15 carbou will ciocasionally subiiiit (o tli<? -.
Usually IwDil arouinl a curve whose railiiis i» «-(|ir.4i
(be specimen ; about 90^ of specimens stand the iMiief
fracture. Ah the 8l*el becomes haidi-r itx ability (.>
test becomes more exceptional, ami when Ihe cai
litllouver .m of specimens will stand the liuit-dvarri
having atxiuc.-IM carbon will usually harden sntHci
and maintain an edge.
MctlirtenH gives tlie fullon ing tables in Siahl unil Ritfn
ie»a> :
Battle BesHcmer Steel.
680 CharKOH.
Elastic LIuilt, C'liarKCS witiiin
|>ouuds per llaiiKi:;, jier cent
sq. In. of total number.
35.&0O to 38,400 15.0
a8,-i(KI to OT,800 31 0
l»,SOOtoll,iOO i!7.5
■H.'JtHi to-li!,?00 IB.O
<3,7W) to <8,400 9,9
Tensile i}treiij;tb, Charges within
pounds per Range, per cent
sq. ill. of total number.
M.OOO to 56,900 18.67
WI.OOO to ai*,300 38.67
S8,300 to 6B,7O0 38.53
69,700 to «1,)!00 15 00
"J,800 to &!,300 8.53
Stbvotvrai. Stsbi..
Charges wilbiu
Klongation. Kaiige, jier cent
fer cent. of total number,
loss 3,«I5
ZMoM 8.58
UfltoSfT 17.35
!U>» 86,70
ttoM 88.(18
i«o3l) J4.41
TtoSi.s e.c!
Basic Open-
to ral
-189 til
Ktastic Liiiill,
pounds per
K<j. ill.
3J.400|n 37.1 «M
37.000 to .'J- I '
38,400toa;',-'~.
39,800 to 4 1, '.SlO
41,300 to «,7X».
42,700 to 44,100<
44,100 to 48,4"
Tensile Strenj
Sli.SOO to 5«,t
W,90O to .W,800.
5t!,30(l to .W.TTO.j
59,70Ot«>61.i!OO
Ol.aWt.. ttt.fiiW
04,000 to 65,100...
ElougHtlon,
Iier cent.
aotoia
atose
•Jfito47 ,
a? to as
38 to 39....,
B91O30
80to37.1
Rivet Stkku
Tensile Strenatb.
51,800
51,90(1 to .VS. »IX»
53,300 to .V4, 900.
54,900 to 50,300.^
56,300 to n<l '.K>0
Klougaii
BiyxT Stckl.
s».2toae 90,0
86 loUT 15.0
87 toZS 95.0
88 to29 85.0
89 t029.8 15.0
In tbe basic Bessemer steel over tOtwaa beli>
wefp 1m»1ow O.IO; manganese was Ijelow O.fl i^' ■ ■' -
sulphur wajt below 0.05 In 84lf, tlie maiimun
0.|i>, and i^iliCDii tielowO.Ol in nil. In the l)ti
HAS li«-lu\v 0.06 In 96^, the niaxitnuin being u.^ -■
"■Ipliiir below 0.07 In 88j(, the maximum being 0.1^
JDUiU.og to 0 14.
Eiow Tensile Strensrtta of Very Pore «•'-•!
open-hearth steel, tested by I be aullior in tfWl, si
only 42,591 lbs. per si), iu. A pifc,- i.f Amerlcnn i.
lbs. |>er sq in. Bulb steels co..i«liit-il abxut .10 c.,i
and were very low in sulpbur, munganeiie, and silivuii. i'l
were bars about 2 y.% In, sect ion.
Low Streni^-iii t»nn »<. (•.-••n>'-loK« ^Vrt^
uns. A I. M
Kl«--
VWiy healcti MiOi (u\WV •lawu !<<
BK8SEMKH AND OPEX-HEAKTH STEELS. 3&3
EiotiKatiou
Reilucliou
in 8 in.
of Area.
Per cent.
Fer cent.
27
m
25
U)
IS
«
•X
49
re frnin KS.OilO tu 115,000 Ihs. teiifiile Mrength, an elongation
imI a reduciioii of arpii of fiQiii Rb% toTO^. Any
iliiive reUiiciloti In tblcluiem ordinarily ylHlda iu-
ii^ilf tMSIS.
>I iiull iSleel.— A. E. Hunt iTrana. A. I M. E., I8BS. vol.
stcf I. no iiinti«*r Ihivv low in carbon, will liunlen U> a cer-
-fiinj; lj>-atiii n*il lint and iiluuifd into w(H«t. and that It
en pluDXfil inlu luint-and Irsswliun qticnolU'd iu oil.
YAA a lifut "f <i|i«u lieartl) bled of 0. ia;i rarlion and 0,39% of
k||avt» Llie (uUuwiuK results upon le»i-piecu!^ from iLe bamo
Maximum
Load.
lbs, per Kq. in.
Bd 55,<m
In water 74,000
iu brine &l,000
Bdinoll 67.700
lily of sui'li bat'denpd steel does not decrease to the extent
1 ti<nu('Ity WLiuld indicate, and i» niucli i<iip<-rior to llial of
lie bi(tli tt^naoity. Blill the grt-ally incrL-a.s«l ti-iiacity after
k-s that thrie niuHt be a oonKiderablK nioli'cular cliaoKc in
M'deued, aud that if such u liardeniii); should be crejiied
plate, there niual be very dangeroua inliTnal strains cauaed
|<1 BollIUK.— Cold rolling of lion aud cleel increases thn
llie ultimate Ktrength. and decreti'-c^ ilie ductility. M»J<>r
(iilM on Ijars roll.-d uuil piiliiihed cold hy [.luitll'i' procesa
{e increa«.> of l.>iid ri'quireil to cive a sltuht invniaiirni net
Dflverse. ICiS; torsion, 'l3ll.t; compreKSion, lUlK oti short
h>g. anil IJH on uolninoK 8 in. Ioiik: itMimon, '.).'>;;. Thi.-hard-
"i by the weight reunlred to produce e<{niil indenUitioiin,
; am) it was found ifiat the liardiie»» w;is hh Kr<->it in tbr
I as elaewhera. Sir \V. Fairbuirn'H ezpfriniems tdiuwed
ite tensile strenetli of !it)%, niid a rpducllori in ihe rlun^atiun
in. or -JO*, to O.lfl In. or 7.0';.
of Xeals of Fall-nlze Ej'c-bnrit and Sample
of S*itt« Steel Used In the inenipbla Bridge.
(Oeo. S. Morison, Trann. A. S. (.'. E., 1»W3.>
4
n ^
ized Eyebare,
Sample Bam from Same Melts,
lie X 1 to i 8/H"
thick.
about 1 in. area.
ItlOn.
Elastic
Max.
Reduc-
Elon-
elastic
Max.
Utnit,
tba. per
Load,
aq. in.
tion,
p.c.
gation,
p, 0.
liinll,,
lbs. per
Load,
p.c.
Bq. in.
lfl.8
ai.HW
67..l!»
47. S
S75
41,580
73,050
6.9
87.080
70.1(10
M.a
5144
42.050
7!i.820
tl 8
39,700
6'i..'idO
47.8
28.8
40,380
To.aM
17. »
33.1J0
B.-.,OflO
47.8
27.S
41,580
73.090,
m 5
3i.)m
0-..IWO
44. &
ao.o
43.750
75.008*
J3.S
31.1)0
61.000
4i.7
28.8
48.210
IW,79l>4
18.7
3-1,01)0
e8,iS!0
M.a
28.1
40.-.'80
BB.Tao:
13. S
29,.'«0
6:1.100
4H.3
28. B
3H.0IHI
71.300
60
sw.fwn
5.VI(Jn
43 S
348
88.330
70.2«
11 I
3»,6;o
0:1,140
60. 6
ae.8
40.S00
71,080
II.8
3-.!,700
H5,in0
40 3
a&.a
it»,3<0
«g,aBO
18.8
80,500
S«,S70
40.3
25.0
40.910
70.300
IS .8
ss.aoo
7a,J50
61.5
25.1
40.410
6«.BflO
16,7
8a,5S0
00,710
43.0
27.0
40.400
70.490
I4.a
88,000
68,7-20
14.4
29. B
40.0>lO
«0j«0
18.1
8S,«10
a:J,470
42.8
81 8
4(),t>:i0
S9.97D
sf.aso
4S.7
27.0
40 .RIO 1
j^^^l
ttturUt o
rthrtull
-sixnl ey
e-hara w
as about 8000 Q
^^^^1
SJ>>«"
hit of t
1)8 .•uinip
If (est-I
liecea.
1
^^^^1
oekise
rf>— <w pi ijir Lf il Ufmwm)
!■ Twy tM» i—mM as
tUdk; io I!m«. • decree of 1
tieaOy oeaaes. Oo Ike eoanary, ■• loaeaaes a acraa
n» «fect» JuMfcJ do yt iiwMfclilj Ml—'; tor latopwi
iy aMWWigMy aaaeaaig ilirwul or |i— flMd flt«ei« Iha i
laiStejaeMraatcired and ika cnoccnucd tlMNie ItaBk ivdacvd.
b«fii|t iDortiawi by the umftntnre lit 1 1 hi^Btlnfc Md «>» ■wt>0'» t* <
It la profaUale that the bert rente oonbiDcd ««k leMt rr
be obtained by ponefaiBfr aB holes wtaer» Thai cnaias ar» bm i
the riTeia; aad by teambis for importaDt Joiuia wbeee Kialaa (
Jofait* are rital, or whererw uei futatfawi may lednee secttooa ioa'
The raamiag afaoold be snfflcicat to ifaoniacfaty nature iba i
torbed by puochinp: to accotspiiah thia It is MM to ealaix* |
M teasi yiin. diameter with the reaaier.
KlTetlnc.— It U ib« current pcactioe top«rforate holet]
thao the livi^t diainr-tfr For work to be reamed Itiaalauatt
ment to pooch the holes from t^ to I/I6 in. less than the llniihed ]
the holes btiog reamed to the proper size after the varioiw
aaKmMed.
It is also exc*n>-ii> practice to remove the sliaip comer at I
the reamed ' >i a nilet will be formed aiUie JuDCtion i
and head or rivet^^
Therivei- ' ti or mild steel should be heated m a I
?reIlow heat and ::ubjt?cte<J to a pressure of act lew thai] M toiu j
Dch of Deletion al arm
Tor tivvtB ijf oidlnarj' l<-ii(rlll this prt-ssiiiH hilstwi-n fnuBdJ
ilil the hol»-. If, howpver, tl p
-', a greater prt^siir*^ and a hImt
ti I for *iiMrter i-ivet* lia«i ti«^n ("■ ital
lllii- II] II. -liiKtrisli flow of ilie metal lhroii;;Uuul the lonycr Lola,
WoldlUK. -Nu welding should l>e allowed on any Bietii that i
••-il rnd» on ti'nston bar- :
iiiiitr Ihi- iiiuUTuil. Wii
■ niareed sti'tioiml area ■' .
Lr''*ii'i i'l'niiiily >; ui^faotory. Tlia upsttiiiiR prioess thoulj hrl
K> tlial the properly lieatfd metal is L-ornpelled to flow without]
icallng. The ohjeft of ami-
jtiiit! iiiiiionciii-iiv of striumii
IhtMidn^. Ill' tiy th>- iiiiml|>iilati'
Tlif ol)Ji«i'ts to bt- aiiiiealetl -limilil In- lii-iiii.l ilin
iliiiriirin (finpiM-ature and unirorinly conlp<l.
.The plivdcnl i'(T<rt': if iiniiciiline. as iiidicttted by tenK|lt> lestvf
"uni of liardpiiiiif; elements assxivli
iioh the gteel is raiised, and the mril
Uii
«!>•.; In
ITi-
PI' All
iBiw, inuu. JL. a..u. &. leao. sava: — a k<xiu miiu biwi iiiii dr
»(Iil}' as wroiiRlit iron in tlie shop or trie Meli), unci even b<*(ir
eRtiiit*ii(, Ii ivus, however, often tluiiiglit iiecfssiirr to leqiiirw
uiiiPfUin^ to remove the initinl strnhiR due lo mllinR. Tlie nn*
.lonhtH.lly i)f pieat, ailviinlMtfe Id nil sieel nhuve 61.000 llis.
«7iinre inch, but. it is qiK'ttiioimhle wliellicr it is necessary in
Tue iliMorliDiiK diiu lo beniini; caiiKc tnnihle hi Kiil>Keqiiei]t
. i««iii>i-iully of thin pintwi. It cannot be denied, however, thnt
I'lnees t^reater toii^jlmess,
ral way all imanneiilefl milii sleet for a Btreiigth of 56,(X10 to
V he woi'keil in the same way as wi'oUKht iron. Koii|;h treat-
ing at II blue heat must, liowever, be prohibited. Such treat
||btH>me by wrought iron, nllhough it dot^s not tinlTer so niticli
Hteirini; is to be nvoided, e.'ccept to prepare niujili plates,
^PtrwardKbo kiuooIIumI by maehine tools or filfs tiefnre URiiig.
HK-to bo avoided. Ijeeniise the ed^es of lioles are thereby
ind llie yielii poinl. Reaiiiin^j drilled lioles Is not necesxarv,
when sharp drills are UKed and neat work is done. A oliicnt
g of the ed^e.q of drllle.l holes i< all that is necessary. Wi.rk-
■lal while heated should be moided a-s far an poHsible, and Ills
lid bt»ar Oils in mind when de.'^itjninjf srrijctiires. UpneltinK.
I liendinR oueht to be avoided, bill when iiecesSHi y the material
attled lifter completion.
iiifof a luildsteel rivet should beflnlHhed asqiiiokly as ponsilile,
I lo the ilangeroiiA beat. For this rea.son niiuddne work is the
s n .special iidvaiitnee in rnuchiue work from the fjti^t that the
be retnineif upon Ihe rivet until It UOA eoolctl snfllciently to
Ulion and the co'isi-qiient lo'iseiiinir "f the rivet."
K and Drilling of Steel l>lat«M. (I'roe Inst. M. K ,
K8.I — III Prof. Inwin's repnil the resiills of Ibe ^renter niini-
ueriineius mude on Iron and steel plntes lend to tlie (;P"crnl
at, while thin plate,", even of aieel. do not suff"]' verj' iniieli
ig, yet in those of |.<i| In. thlekness and iipunidB tlie loss of te-
punching; ranges from UK to 'S.M in iron pialenand froni ll<( to
J of mild Bteol. Mr. Parker found the lc*s of t^'iuieily in sicel
» high as fully one third of the original sireneih of the plate,
es. on the eontnirv. tle.M-e is no appri'i-itilde lo<s of sii-enRih.
.^11,1.^ t,, ,..ji.,i.i'.4 t'l.o 1.1.1 ^tr. .,-<.■ ..(' 1. 1, ....-). .71 r ).,- ^■■•l.%;.U(i,i.jrif
Bbci
PECTFTCATrOSrs FOR RTKKI^ 39?
iCIfriCATIONS FOB STBBI..
I Steel«'-Tliurt! Iihs beeii a chniiiru diiHii;; Him {en yearn rroni
Iiir n|>4itionKof enirineerx, a« to iltp ivquhtMiM-nt* in Rpocinea-
lUral »l(?f!. Ill the iliivotiiin cf .-. prffciviKw for metnl of low
and k:rt^at iluciilitj. The fijllnwlnp s<iMH:iflcntinn8 of difft'r-
jven by A. E. Hunt aiiU U. ]l. Clapp, Trans. \. I. M. E. IS'JO,
iSTD. laei. t8»j. isav i88r. isss.
oaooo ■in@4r..n()o ■«).«» w.aoo 4Q.mt ss.ooo
eO.OOO *<i®NO,tiOO 70.000 To.OdO or® :.■>, 000 63® 70.000
i--"^ ]>*f }»i iw ■-■<)* ■''■!%
. aoi m% 45t 4ij: «!% 4M
. O.H. O.H. orB. O.H. Not O.H, or B. O.H.or B.
«IH.'C.
Same $0@r>.';.000 fiO.OOO fiO.OOO Banu' as tonslon
as 80@%),000 80.000 W.Oi'O iiieiiibera.
'la ten- 18* IW 1S){
RiOD. aw 85* 3S:«
fnm j<(M, Nov. 8, IStHiinnya: Kejfardiii}!; steel to l)eiis«i under
lliinn us Mrrrpiight iron, tfint is. tn bf pnncheMi without rt-nm-
•iK to lw« It (IcLMded oi>lnli)?i (atld a. |^^^M•(ll^: oiil** hiiioiik fnui-
k 1)1 it tuifx to uiw »IhH ill thifi way, when tlit* uMiinat" t<Mi.-iite
oif fl.i,0ix> U>«. ThH refi.>ioii fi,r tfu* in. riot no much IwcaiiiM
hftrUcd ctian^e in Ihf* niiitefiai of Ihis^rmk^. but iH-cnuse all
y Ht'HaHnier Bttwl, has a tendency to seKi'egBtioiiH of carbon
K pjodiieinjr place* in llie inclsl wbicb are harder than ihey
Id be. A.s lonff as tlie perceutapres of earboii anij pli08phorii3
llie effiHTt of lhi*iit? itegreKations is inooiiHiderabl*?; but when
IKec are increimttd. the existence of tbe»e hard spota In the
I more ninrkpd. nnd it 1» therefore Iww adapted to the irest-
f wroiiK'bt iron is snbjecled.
Ule coii«en4n.s of opinion that at an idtiinate of 64.000 to ti.'J.OOO
tagfti of carbon and phoBphoriis i which arc the iwo hardeii-
ieai.'h n iv)liit wber<< tlie stetd has a tendenoy to become lender,
fhen iMioji?ftei) to roHRli tre-itrnent.
Bteel, therefore, runiiint^ in ultiiiiute Btrenf^th from 54,000 to
in aoine oaiiea to 64.000 lbs., is now generally considered a
kl for thiK claag of work.
iiciier, enKiu««r of tests of Canieifie, Pliipps A Co.. wriles as
^(nK grades of gfnictural steel (Etig'g News, June 2. 180-.'):
ie{.— 8leel nhoil be of three fcrade;!— twft. medium, hiKii.
Bpecimeni (rom flnUhed material fur test, cut to aize speci-
Itl have an ull1niiit« strength of from 54.O00 to 63,000 lbs. per
limit one half the ultimate gtreiiRth; minimum elongation of
llnlinuni reduction of -area, at fracture .50;i. This grade of
old l«0° tliU on itself, without sisrn of fracture on the outside
Kioo.
»r— Specimens from f1nishe.d maierinl for test, cut to nten
•. shall have an ultimate Htrenu-th of 60.000 lo (18.000 lbs. per
liniiione half the tilthnate.'^trenirtli: minimum elongation 'Mt
nuin reduction of area at frnotme. 40*. This grade of steel
Id* to a diameter eoual to the thicknetia of tlie piece tested,
or flaw on the oulRide of ihe lieiit iiortlon.
>4p<-ciinens from nnishexl umierinl for test, cut to m»> sped-
II nave an ultimate Rtreii«:ili of (W OiJO to 74.000 lb*, per so. in j
(e half iho ultimate «tri>ii(;lh: niinfmiipn elonjration, 18)6 in 8
redmnion of area at f rnctiire. !{&%. Tliin ^rade of uteel to heod
Snmeler pqnnl lo three times the thielcnc.ss of the test-pie
Br flaw on the ontKide of the bent portion.
EnKineers' L'liib of Phlla., 1891, irivea apeciflcnlions for Ktnic-
6Ilo;vs: The phosphoniH in acki open-liearth «t*'el nm**t be
t ite,<«euier or basic steel niiiHI be U**^ tli:.i. II i)^ ■
d in ^pecimens of nl least one lin\f 'iim iur.\x
iii-rl imtivrint KncU melt of uteel \v.
n.//e</, iwd alao widely ililterintt Ka.uge«ot Ihe i
— -_r- T
'• ' '''^-^U^?^?^^S^S? "^
«3,**
I
d
t!:^
Ve >s glatnl nlicrve for test-lksra, auil he ca,|uilile nf binding
(hout bIsii of frnr-lure on tli<? convex siirfuci' uf Mie bend.
lip, and Tank Platen. W. F. MaMeii (rron Aat, July
fiuads Limt the dilXiii'<;nt qualities of ntuel plates be uUtstriHed
SPECIFICATIONS FOB STEEL.
31)9
lon^rltudlual
B-in. lougitn-
, percent....
looglciidlnal
'1
raoBvertie
Uon.
Tank.
SUlp.
Limit,
75,000
0.15
&isy.
\ 55.000
) to 05,000
80
Flat.
I 0»er 1 in.
I diam.
0.10
(
} Careful.
ShtiU.
Fire-box.
\ 55.(100 ) S-VOOO
1 to 85,000 I to 00,000
WW
Flat
lOvei-i-slu.
dt.iiii.
0.06
O.OCB
Close.
85
Flat.
Flat.
0 M5
n 0.-1
Rigid.
ifiietitriug firm in Pittsbtirgli ailvt<i-(i»« six diirciviil grailtim
Bws :
E Fire-brtx. Extra fliitiK*-. Flaujfe. Sliell. T.iiik.
■ average ptiosphoru^ conteiil in thesn g^riules is, reH[MH:tively;
I .03 .04 OB 0.8 .10.
pciflcationB for steel plates are Iho fcpllDwIniu; (188») :
bs Viiiy/— Shell : Tensile streuBth, SH.omt to 87,0lX) lbs. p«r sq.
h < trttiisvfi-w- si'cKon. i.'5S In r4 in. loiigitndlnnliieciloti.
.1. ih, SO,Di)tl t.. :,H,m< ll3.«.; elunK'iliori. *'.« in Siuolii-s.
tj - P. nut uver .Oli;;: ; S. nol over .010,<.
g U»i : .specimMn to stand Ijeiiii; \\ein tint on itnf If.
lest: Stj-ol heated to elierry tvd, plunged in water 82° F., and
Und cnrve l]-i tiniest thiuUuesa of the plale.
Hra//«.— Tensile slruiiptli, 5S,'2II) to OT.'JIH) lbs.; elongation In
le fol J-bending' ami qiiencliini^r tests as U. S. Navy.
toi/ej-iii/ifccnt" Aumciettimi. —'I'i'iii/Wi! strenpth. R5.()00 to O.'i.OOO
|D In 8 in., aO^f for plates a^ In. thict and under ; -'J^ fur plated
; iR;{ for plat<>8 *i in. and ovi-r.
f ti^l : For pla(e8 Uj lu. thick and under. s^HH:linen niuxt bend
irithoiit fracture! ; for plates over ^ in. thick, Kpeciinmi miist
idliiK ltM° around a mandril, 1)^ times the thlL-kne<« of the
•P' I 1 -i : P. not over .040* ; 8. not over .OKK.
S ■ As$wiijtiou.—r<iusi\o strength, tia,000 to Ta.tlOO
til ,>.eceH ft III. |nll(j,
uiu ijl:i.ti>. hpa((»d to a low red and cooled in wali»i- (he leni-
"tiich is sa" F.. to tinderKo wilhiiiit crni'k or frm Inn- ln-itijt
1 curve the diainetvr of uliicli dues not exoee I ilin-e Diiien
Df tliH piee>? tested.
keli-platea, Front Tabe-plate, and Biitli>trl|iii.
(18IH.I— The ineltti ilesiied is a lKiniii;rerii*<in» steel lux ii^K ii
of SO.ftX) Ilia. PIT sq. lu., aiiil nn elonifalion of '£^\ in a
illy 8 In. long, Tneso platus will not lie ai^ceptcd if the lest-
pfi- »n. In. ; S. An elouicatlou
: ''■. A tensile utivufStli over
■nidation iieHTfl or over, pinliii
reneth of lets than n.'i.Odi) lbs
llnolly 8 in. I..nt; lee-s tli;in '.i'
q In. : «)iould. Iirmever. the el
•<*tecl for lii^h sirenf^ih.
lrc>box Platea, Including: Back Tabe-plate.
I'Wi 1— The metal shinild .■^liow a lerislle HlienBlli of «0,<Wli llw.
: au elongpatioil of 'iUji lu a test »ectioii orl|;lnally H in. lunpr,
Compoiiitjoo. IViiii-ed. Will lie Rejeer<-d.
01Rp*!rcfrnt. over 0.25, lielow O.IS
1. not above O.tw '■
, not above Q.to "
•bore 0.(K! "
««t>eiw OM
Mbore 0,03 "
STEEL.
These plates will not Im accepted If the te«t-ple
fitrengtli of K'gs Itiari .Vi.OOi) IIih. (kt sq. In.: 2 Ati
oi'iginnlly S in. Inng, les.s lliaii ^,*^ iHK in |ilii(rK ^ Inch Il7|
stieuKlli over fl5.(KX) lbs. ppr sq. iii. (Ofi.oro for platrs U id
tliou'uviT, lliu eloiiiraiidu liu :)0^ or over, plau^s ivill not be \
•frenglli ; i. Any slnKk- warn orciiviiy moiv than ).i lu. Ioih
Thre** fraciur#*H obtatiieil on lest foi* htuntiKfrifily, as (lexerl
HiitnojrntMty te<t : A portion of ihe tem-pleoe !•- niflcpd '
inoovfU •.ill u iiuicliine, tiaiiKwrKely aliout a Kixleentli ufl
Ibreo placos ubout I'-i in. apart. Tliu first KiCHJve sliuuld |
tuiU*", Ut ill. from the Kpiaie end of the piece; the bppoI
it on the opposile side; niid the third, IIJ in. from the I
Oppo.><ii4i gjtle from it. The test-piece is then put to a vli
Kr<x*ve about }^ in, above the ja>v, care lieiiig taken Ut
The prnjeetiiip enil of the test-pieee Is then broken off liy 1
mer, a iiiiinher of light blows bein^ ufteJ, and the bent]
froin tlw groove. Tlie piece is broken at the other twoproi
way. The objet-t of (his ireaiineul is lo oi-en and remler i
any seainH due to failure to ueld up, or to foreign lnti*r|l
IcnvllleadiiB to truH Imbbles lu Ihe irii;ot. After nii)tiire, 4
friietiii e Is examined, n pocket lens beiu^ use<l if tie<'eM<nrf
of Ihe Heain.t and c-avitlr» Ib di-teriniu«d. Thtt leiieib of I lu)
■cavity detortnlnfts the acoeptanee or rejection oi' ibe plote.
Ur. <■. B. Dudliv. olieniist of the Penna. R. Jt. iTrans. A. 1
XI. p. 71)9), Kives as an example of tlie pioi:re»8ive inipratt
Catiou.s llie folliiwini; : lu the early days of Kleel bolleis lh«
foreeoidled for steel of nut. less llinn 50,W01(w, tensile slroB
than 2.'i;: elonKiition. Some metal wan Peel veil huvliif; i1
rBtren(>ili, atid um the cloniration was all ilKhl it wa>tae<!epu-<l:
plates Mere beintr tlanged in the boiler-shop tliey craclo
pieces. An a rosult, au upper Uniil of CO.iVU lbs. tuuall
e.stabllslied. j
Am. Ry. Sfatler Mi-cluinict' Msmi., 1801.— Same as Peana.
tioiis of IB93, inehidlnkt hi>iiiu>;eiieltr teM, '
(Plate, Tank, and Slievt Steel. (Penna, R. R., ISA
taken leUKtliuise of eiieh |>lule. X^ In. iliteti and over, wll
•honld liave u ten.>iile streii^^ili of (J(I,(JOO Iba. per mj in., and I
85;( in a Keclion urigiiiully il in. long.
Slie''t,i will not l>e aeeepted if the teats show the tttusile ■(
fi5,(X)0 liiB. or greater than TO.mx) lbs. per sq. In,, i>nr If the,
bel.iiv -Mi.
Steel BlllclM for ICIalu and Parallel Roda. (P4|
—One blllei fioiii euuli lor iitUTi lilllet.s or hniiillrr i-liiinnent 4
I or parallel lodn for loeoinotlvea will have a iiiet'e ilrnwii tn
L^auiuier and a teHt-se4;tlon will be ttirnetl down on thU a
.dinnu'ler and 2 in. loug. Sneh leiit-piece should ahow a ta
"5,1100 IliB. and an elongation of Uff. \
No lot will lie ai-(-epinl>1e if the lest sliowg leso Uuui 9
ttreii|;lli or V2. e oiii;iiti n in 3 in. J
Loroniotlvc SprluK tiled, (Penna R R., IMtTI— B
lioie lliiiu 0.(11 in. in lliiL-knesn, or more than U Ih.' in. in wliH
fccrileied, or wlileb lirejik wlierothey are not uick'tl.or wlitoH
Inieked and belli, fail lo lirenk ^piare aeross win' ' ■' ' ' "i
rt«hirne*l. The metal deKired hiiM ihe folloMiiiK < i
flWanKanejie. O.i':;; |ilios|>honis, not over 0.0a<; r
l^hur, not over 0 0!i<; copper, not overOOH*.
Shipineiils will uoi Ih* accepted wljich shuM' ua annl.vsis k
Bver l.l<l:i: of earlion, or over O.UH ut niaiiKaneiw, 6.Ul^ of |l|
If sllii'oii. (' (C- iif uMlpliiir. and no.'.-, nf ropper.
Stefil lor Locoinollvo Drlvliig-axl«a. iPeiiit
Sleel for ilnvini; iixles -.liould have a irijHile hlieiiKih of BA^
in »iHciion orlifinully 2 in. Iouj^bth
• Mil re Aiiil eireninferi'iice of thoAk
led if teiiiillo HtreliKlh la leKS than
icet ror < r:ii>i.-tiinB. itVnna, U. R., IW.
eciflcatkons ot Uk« »e<ien&
M>^^l
•MwiBiij wiwBen COB iwD iMH 01 ui« piH wu 10 lUArKea ii\u it
ly'kU-nniiieil not In |>ii( Ihi" \ot nf 50 pins in ii-e. To fi;iiaiil afrniiisl
hliuisoi't in riiliii'f, tlie spcriflcnlioiiBui'u lubt-aiueniled Lo reqiiiio
liHiTvnn' in ultiiiiult) mi-eiigth vt the two specimens sliiill not !>«
. .MM 111"
['»r-axlra. (Pennn. R. K.. 1S!>1.>— For each 100 axles onl«ml tOl
urni-li. ,1. fruni wliicli one will be tiikeii at raiidimi, and siilijei'leil
i>r pagtieuifer C'lri* and pasneiij;**!- loriirnutlve and tender IriicUs
tiaac rif st«*l und !>>• ronitJi Inini-d (liToa>;li<iUt, Two UMil-pieoeH
I fiv»(ii an tkx]e, tuiii tliH ti'Mt >ifL*liona nf ^ in. liinIIlfle^ by 2 in. long
itaiiy (i»n of Ihe «xle piovidwl tliiir tlie ceniie line of the tent-
I lu. fnnn llie cenne line kI* ilie axle. Sueli ten I -pieces Kliniild huve
Imii^lb of Sil.lMX) lli.«. per smj- in. and an eloii);atiuii of SO*. Ailea
e KCVepted if the tensile KM-en^th i.s Itwn than 75,000 Ib.t. or the
IjHiiiw ]ifi, nor if lliB fiiiLtures arc Inejfiilar.
r freight eiirs niid freJKht-hx'mimtive lender (rucks iniist be made
id will be siilijeeted to Ihe fnllowin^ tesi, which they muKt slund
IWtul'e :
IS DUMGTEK AT CENTRE — KiVB blon'8 at 20 ft. Of a l(HO-lb. welfflit,
kiway Ijetween Hn|i|>oi-t8 3 ft. apart; axle lo be turned over after
tBI. OIAMKTEB ATCicvTRE— Kivehlow8Bt S.') ft. of a IIHO lb. weitrhl,
Uwajr betwe«u tfiippurtx 3 ft. apari: uxles to be turned over after
)r Rails. —P. H. Dudley (Ti-anH. A. 8. C. E. ISf)8) reeoinmencls
IlK irlieiiiiunl coiiipusition for rails of the weights sjiecilied :
s per yard W>, CS, and 70 Iba. 75 uu.l SO lbt=. KW Ibf.
4.il0.ri,')J .fiO to .GO;; .«5io.7f/if
teights: >lan|jr.i.iie>ip, .&lf lo 1.00^; .silicon, .lOjt tu .l.');*; phog-
tover ,OCS; sulphur, not over .<'?]<.
yllself uptoorover 1^ increases the hardnessand tensile si renirth
rapidly, and nt the xaine time docreayes the clon);Htii>n. The
carnoii in Ihe etirly rails rnnf^ed from O.'Jft tt) 0 5 of ]% while in
1 and very heavy nections it ha< t»een iui-reaKCil to 0 5, 0.(1, und 0 75
bgoud irond and suilable aeeiiun.'i it can run 'ram OSS loO.T.*! of
ng to th« section, and obtain ftne-)^raiii touicli rail« with low
L
iletn It neeeaaary lu^^redieDt in the first plat-'e to lake up the oxide
iii^l liiil.(>bBttaof inolt«uniPil>Hj(lui-iiiKlDe blow. I( alsoisoficn'at
BTBEL.
the diameter without showing craokx or ftaw's. Tht- steel mii
mori- than .085 of l*'of plioaphoiiis, nor more than .(M nf l< of ^
A lot of S) aiiccenivft testji of rivi^t Kte<»l of the low trnslli'
and Vi Wsls uf the higher leusUestreoglb gave the (ulluwinj; i
I^w Slevl. Wg
Tensilp atreijgth, lbs. persq. ill... 61.3)0 to M.IOO &9.100I
Elastic liiiiitjtix. per sq. in 31. 0.'>0 to 33,100 X!.u8a I
EloDKaiiou In S ill., percent 30.& lu 35 S3 SB.'i I
CiirlKin. v>i-.r cent .11 to H .191
Phosphorus (fc!7 111 .(K'9 .i
Sulphur U33lo.t)SB .OSS I
Tha safest steel rIvetK are Ihonoof the lowest tensile slreniflli
are the lea.«t linljle to hecome hardened and fincluro by <
break ff<iiu repealed coueiissive nm1 vibrfttory stialn.-i" '
Biilijecled ill pruclice. For CBlciihilionsof the ptrenKth oi
tensile slreiiKth in;iy he taken a.stlie iivernKe uf Ibe flBuies tihij\
K!,00.'< ltj»., tttid the slieaiing streiiKlli at 4.j.(.Hitl lbs. persq. in.
ntISr£l.I.ANKOl;S NOTICE ON 8TEKL.
nia}' Carbon be Hurned Out of Steel f— ICxperiirier
the LuiioiKloiy of Ihe Peiina. liiiiliouU L'o. iSpeciflcnlinns fur S|
with the st«el of spliol HpriiiKS, show that the iilfi<t> from «li|i
nre taken for analy»iN has n verr iniiMirtaiit inniience on the a
bon found. If the sample is a piece uf l he ronml hnr niKl t^
taken from tlte etnl of this piece, the carbon is nli^
boriiipn are tnken from the *iile of tlie piece. It is
eiice of O.IW tielween the ceiiire and side of the Im:
illfTerenee m us liiKh as l> --l?- Kiirthermore, ex|s'riMiei.ij4f
taken from the drawn out end of the iiur show. iisiiMltl
samples tiikeii fioiti the iriiiiid imrtof the bar, even thuU
be taken out tpf the side in both ca.ses.
Apparently diirini; [)>e process of re<lueiui; tlie luetal f lom th .
round Imr. with successive heating, the rarhou in tlie oulslU^
biiriieii out.
'* Becaleacenoe " of Steel.— If we heat a bamfcnpii
of constant streiigili, and nine caielully ihe intervul of iIiq
parsing from each degree, to the next higher dejfiee. we find "
tervals increii.se re^iiliiriy. i.e., tliiit tlie liar heats more and i
its temperature approaches that of the tiaiiie. IF »e sittiirt|
Bleel for one uf copiwr, we And that the.se iuierval-- '•
a certain point, when the rise of temperature Is sn< i
greatly retanled or even completely arrested. Afi'
lemperature Ls resumed, thoutrb other like retai'<l .
temperature rises farther. So if we cool a linr-t ljr|
temperature is greatly retardeil wlien it reai-lies ii
neKs. If the steel contains much cariion, anil if cei i
be maintained, the temperature, after descendiiii: ^
8poutaneoimly very abrupth', remaiiia Htati(inai'\
cenda. This spoutaneouM reheiiiinK is known a.s '
I These reiardoiioiis iiidicaie that stime change v-
tt occurs within the metal. A i-elardatlon while !
Iioint.s loachani^e which nb'HiroR iieai; a retanlaiioii ■miiin: c-o
lOHOine chaupe whlcli evolves heat. (Henry M. Howe, on " Heat
of Steel," Trans. A. 1. M. E. vol. xxii.)
Sffect ofMckiiiKaSteel Bar. *"'
tltai, OWIU(c to I lie li(im<>):enelty of ste>
Id one of its ed^eti ij« Inihle to rail by ili
thus hiH*ak under a very much jtinallei- i>'Mti -
Is contende^l ihi* does not occur, as this met..
Benjniiiin IViker has. hoH-evrr. show n that
Bliii: ' ■ IS concerned, is opposed to it
iiieiiK of tlie mild steel used
■ ^ slreiif^tll of tbe « hole uim ti
||» l>'i -J u.i'li uf yectioit. Ill all t'-
' a full -(•■■'I 1 -el coiiiiter-lirtr, IM '
iiii'i-M :i heavy Kiat leal si <
^le« uiis allowed to drop >v\) m. m^'wi ml* ioimI
"i by ordinary BV«l\caX M.ra.\a, luwi. ^Xvuvika k\
MISCKhLANEOUS KOTKS ON STKKL,
403
square Inch. The krtipnr of Hip hrnk«ii parts was llien pincol
e and pin under tli«- fnllowiii^ londs, m hilst a weight, a« olready
a>> droppod on It from various hciglits ot a diBtance of Atb
steeve-nul of the turn-buukle, as kUowu below:
ids per sq. in 50,000 55,000 00,000 63,000 63.000
ft. in. ft. in. ft. in. ft. in, ft. in.
II ai 26 30 40 50
(lit wDS then shifted so as to fall dircUy on the sleeve-nut, niid the
liled a8 fullows:
dinen In lbs. ptir aqtiare inch 65,350
n.
»
flB,;«o
ft.
6
fl«,Hon
ft.
t
Been llial under this trial the bar carried morf than wIirm nrigi-
■ staticall.v. showing that the nidtiii^ of the bar by screwing liuil
;i«blv Wfakf-iied ii,<! power of reniatini; slmt-ks.— E)i(/'tf .Vt'irs.
le CondnctlTitf of Steel, — Lmiis l°aui|)i'e<)oh re|H)rts in Le
t the louli.t of u s>-iie» of i-X|R<rimeni.x iiinde loaseertnin tlie rela-
een electric resislauer and chemical couitiositioiis of sleel. TIih
I So. IT, 3 nim. diametRr, The remilt.s nre given in the taWe lieli'w;
Car-
Silicon.
Sulphur.
Phos-
phorus,
Manga-
Deae.
Total.
Elicirlc
Kealat
ance.
It-
D.O0O
Ohm«.
0.0?0
0.050
0.030
0.210
0.410
10T.7
l).|(M)
<).m~>
0.050
OOW
0.2 JO
O.l'iO
133.0
J.IIX)
o.oao
0.060
0.010
O.-JOO
O.-IW
i:)7.5
O.iOtf
o.oao
o.or.n
0 050
O.SIO
o.,v«
140.8
B.iao
O.030
O.OTO
O.O&O
o.a^o
O.lWO
142.7
V.I 10
o.oao
0.060
0.000
0.350
0.010
144.5
D.IOO
o.oao
0.070
0.010
o.tuo
o.isa)
M9.0
tt.iai
IM^M
O.ffTO
0 070
O.ilM)
O.iiSO
150.S
9.110
o.ngo
o.oeo
o.ooo
O.llK)
0.750
I5«.0
0.140
0.030
O.OtiO
o.oeo
O..^40
0.8B0
178.0
ninatinn of these serleK of flRiiren shons tliat tlie jxirer and snft«r
letter i« its electric oonduclivity, and, furthcrniore, that man|i:a-
■ element which iiio>it iidliienccs the coiidnctivily.
Gravity of Soft Steel. (W. Kent, Trans. A. 1. M. E., xlv.
ciinens of hoikr-plate of C. 0.14. I". 0.03 e»ve nn nveroK*! Kp.
naxiniiitii varint ion 0.008. The pieces were first planed to re-
sible rcaIc iiidentntiotis. (hen filed smooth, then cleaned in
drtc acid, and then boiled in dlntilied water, to remove all traces
lie snrface.
• if specific gravity tiins olitnined l)y rnn-ful experiment on
Vr»otii ^.»iece« of Rteel ai-e. however, loo higii for nse in (ieterndninK
t» of rolle<l plateis for commercial ptirjHises. Ttie actual averaKe
of these plates is always a Utile lei;* tlian i« shown by the culiperK,
it uf tile nxide of iron on tin* surface, and hecauRe flic surface In
:tly smooth and reifnlar. A iiiiniberof exiH'rimetits on ciiiiimercini
.1 .'i.nMiariKon of other nviilioritie.s. leil to ihn fleure 7.8,"i4 as the
;,'rnviiy of open-beiiitli lioiler-plaie stepl. This Hgiire is
■'] as beini; the .-(nrne ligiii-e nilli ciiange of position of the
1 1 ^^l^ich exiu'es.*;es the relalion of tlie area of a circle to
(I square. Taking- theweiElit of a cubic foot of water
•■rate of several authorillesi, this llmire gives 489,775
■ ^ ■ , ■rihic foot of steel, or the even flgiire, 4fl0 lbs., may Iw
oiiic-incut llgiire, and accurate within the liniita of tlie error of
method of approxininling tlie weight of ir<in plates is to con-
L> weigh 40 lbs. per square foot one iueli thick. Taking this
Iclliig 2J girr.H almost exHcHv the weight of Bleei boiler-plat<i
► <40 v IS >: 1.0-; = 4H9.li lbs jwr cubic fool).
•J fatlureg or Beitmemer Steel. -G. H,
eir paper cm -The Inspect toll of Matuiials of f>
404
STEEL.
■-. A
ibe United States " (Trans. A. I. M. E., vol. xix\ My: Nunien
could be cited to siiour Ihe iiiiri'ltnliilitj nf Bt^sueitit^r Kteel ffir st
pi>8es. Oiii* ijf tin- lufrtit inarlii-il. liimpiei'. was (lit< fulliiwiuK: j
Wvifcbilli; 30 lli.u. Ill tllL- foot. iU (evl loii^, on bdu^ Ulilu«de
broke in Iwo iilioiit 0 ft-ei from one end.
Tlie nniilysi'S and tensile If^ts muiiu donot sliow mi y cnnne fo
The cold and quench benilidp tests of bolh llie oriKioal ^i-ia
plreep, and of pieces cut from 1hi= tiniRlied tnatefigV, trave ml
Bulls; cbe coid-beading tests doaiag down oa tliemseirei) '
frai'tiire,
NiiiiierouK ntlier cases of angles and pbue.ii tlint were so ban
to iireak cifT sluitl, In pnnclilnp. or, what was worse, to br«alc
have come ntiilei' our ooservnlJDn. and iiltliotipli nmi<er.s of
clniin that ihlK iic ju»^t us likely to occur in 0|>cn beurib as in 1
we have as yet nei^er cteen an instaticu of failure ut thin, kind ifl
Steel having a composition such as C O/i'it. Jin 0 TOt. I' n .Hn-t.
.1. W. Waiies. in a patter read before the t'lieaiirn
Atasociation for Uie Advancement of Science, in
failures of steel, states tiiat iiivestijcalion shn\v> \i
in steel of rme cliis*. viz., soft steel made by ii
Segreeatlon In 8t««l IiieutM. lA. I '
— H. .M. l[o«e. in his " MeiaUnrtfy of Steel," ;:!
with the remills of numerous analyses, bearing upon Ciie pUcllO
rg (cut ion.
in ISHl Mr. Sliibbs. of Mancbester. showftti tlie lie»eroefne<
anal.vses made upon dilTerent parts of an inifot of laiye »ecti"(
A test-piece taken "M inches friiui the head of the ingot 7 .^ I
f;ave hv analysis very different results from those of a test-]
ncliO's from the boltotn.
C. Hn. gi. 8.
Top 0,92 053.1 0.(M3 O.KI
Bottom 0 37 0.498 0.006 0.l«5
Windsor Ricliards says he had often oliserved in tesl-pi
dilfefent. points of one plate varifttion.s of O.ttVI of earhoo.
Fpeciaily prunotmced in an ingot In its central |iorti<Mi, and
siiace of the piping.
It is must oliservable In large inpotis. but In iilork
limited iliiiipiisioiis. snl>jecte.l to the influence of ^
caxtini; within thick wallK will permit, it may still
An ingot of .Martin steel, weighing about lOui) lbs..
1 .10 fet't and a section of lU.iM incbe* wjuare, gave tlw follow:
1. Upiier section: C
Border .• O.S-V}
Centre 0.5.10
2. Liower sectiou: ('.
Border 0.a»
Centre. 0.S90
8. Middle section: ('.
Border 0 aaO
Centre. O.SdO
Segregation ifllesH marked in ingotji of extrt\--«oft nielal ea-
nimiVlK of considerable thickness. It Is, hov. > - - ■ " ' ■
l<luin« I lie difference often shown b\' the ^e^
rrnm different portions of a plate. Twowimj
of a lint iugiit. one on the outside and the other lu uk- ctnMe, ,
the up|M:r e<lge, gave:
C S
tVmre 0.14 O.OSS
Exterior O.IJ 0.0S6
s.
p.
0.(^10
0.08S
o.orr
OiB7
8.
I'.
OO'jS
P.0l«
0.090
o.oaB
s.
p.
00i"v
O.Q»
o.ota
0.04S
p.
0.072
O.09T
Maiigntiese is the element most uniformly diaBeinlnated in
»li«el.
Kor cannon of large calihre. If we reject, in addition to Ik.
saiiil nil. I cjillid rhr mn.i.iiUilli! Isinking-headt. one flilHl .if tt
of'i " a tube prucilcally
bei' naturally remoi ■
yH'/t- iii»-d for sliio. i»r r .
'ityliesin lUe nV^«fi.\ivu\^of a nteiaj
i«ifl luettiV ^^^
STEEL 0A8TIN0S. 405
Iff BBirrcifatlou must lip MipprpsKoil hy rrdiic-
toTlhppteninnlt sutijcc't tn liqimliori.
Vm» of Slool for Siriicliiral Piirj)oi»«ii. (G. O.
\ S <'. K. IWCli.— Tlie I'minsylvniiiii Kullicuid ('oni|iniiy
>'■ -t<>el ill Aim'i'ictt in Inonnnitivo biilli'1'8 in tlicjriir
I' ' liiii'd and hiiltle for such ii!;h. llie lli'st |ilntt>9
I 1 U-imoiiy of Kn.rtiX) lo flJ.lX'O Iljs. nriH nii i-liiiisniluii
I ills vtere not (avornl)lt', mid tlit» slt^-l wmlcH wt*r«
I nul iif Ibbb It-liiujily and iiiiire (liifilliiy. Tin- 1<«-
< 1- imliiced to a tenacity of id.UOO Ids. or lesi--. mid
II ^ ''d Ui lHi{ or niiir«. Kvrn with i his, tieUvwn iho
»<i •'XjdoKioiiK ficcurred and many careful oxniuinit-
hi iMiiii' tbnlr oaiitM?. It was found on examining: t\\n
m uic'iu rteiv jiiL'i|jietili clianKvs in Llie iiu'lul, niiiny I'larlca
iiiiid iKiinis iii'Br thi'm weri- cxuriHltid wiili rust, nil ctnist-d by
'toiiljs iu niuiiufactiiriiii;. It whs t-vidr-iit; tlint. lilt! iiiiiteiial
if. iilid thfit tl»i^ trc'BUiK'nt innst Vie chonfcrNi. In the bririunin^
|ili>-r, I'liiff untriiK't-r of the Lloyds, wialed that llitre was then
kit Htrniiif r in possession of a Ktccl Imilcr; a yi'ar iHtcr llieie
BIB7H I-litfri* wt^re tint Ave lanje Kii^fliKh steainerR Iniill of Ktefl,
ll'ii- wf I'e 116 liuiKliiii;. Till' UKe of Ur^wntor rttcol in hridne-
I'i'lI IIi>i on lliK biJddi Stale ntilMfiyg ill l^tU-Ut. Iheil In ¥j)g-
ti I a biiiliie was liiiilt of bfs.si'iniT sli^cl in .Anstna.
III Ml- liriiiRt^ WHS In AinerifH. for tlin St. Ijiuls Areli
>r f the Kosl Uiver Bridj!*". ThifM- pave ati jmpelUK
iisKui ail iiiJ, and hffore IHMO the lilasKow and FlattKniuuili
Bt! Miiwonri UiviT were also built of iiiKOt ni«tal SH'«I •"}"«-
Ue<l (or th(* f^i-xt lime Iu the DlaMgnw Bridge. Since IKHO the
I mild iiteel in all kinds of ODginvering stmctures Iiaa steadily
9TEBI. CASTINGS.
Dgineering Congress. Dopt. of Mnrine Edjc'k- Chicago, 1803.)
Acan Mej-l-fnundeli! liad uticcensfiilly produt^d a(K>nsid(»fabIe
jIlTy niid difHuiilt castings, of which the f mllowing ai^ the most
i Ills.: »lerup<iK(s up lo 5J.(IClO lbs.; BteiiiK up to
'I Hiei-s lip to II.OIKI lbs.: shaft-struts up to 32,000 lbs.;
ill ■- ; Kteru-|ii|ieH up to HOro Ib.s.
\:- ss ill these classes of castings since ISflO lias ranp»M
h iriilt forms 111 a),^ ill the siiiipkr ones; liie tensile
• ■ .iXKl to 7«,IKK) lbs., eloneatiou from V,r. lo i.'5J. The
»■ d is tlint of a piiide, cast in .Tanuary, lt«iW, which
r i>? utreiiKili and Ih.df elongation.
t- - -i of which any tiling is gonerallv known were
* luuJi- r.,1 the Philadelphia iS Heftdinj; R. R. in July. IHBT, by
Bnlchii Stcil WoriJs. now the Midvule St< el Co. The> nuinld«
lit :i i.Hiiur. i.r i.'i.iiiiid Hre-brick, black-lead cnicil>Ie-|'Ols
|l I ■ 1 with a black-lead wash. Tlie Meel
It ■ >iit ii.s hard AM tOi»l steel. Tlie surface
ii I lilt the interior was very much honey-
I.- ilii .1,1) s when the iik« of silicon was known for
f> iii:;iiu'>«, which was alino>t iinlverBal. was a Kre*t
It' I idoplioli.
|i v;i-- I ' \vH\p tlie ground pots out of the moiildiim miJtIinfa
mild with lluely (tiounii tiiv-biick. TliLswasa eivnt ira-
lly ill \ ny li' nvy cnsliiig-;; but this iiii.vlure still chintr ^M)
ic i-arativcly simfilesh.-iites could lie iiiiiile
f h a Tiiixiiiie l>ecame almost asliard as
a lo the proper »i|iriiikaKe of ciustinRK,
I 1 ^li."i|ie. they iiiid so c'eat « tendency to
D 111 niaunfacliire alnioM iinpossible. By ihiK
[I :, iiiscovei'e<l.and the only obstacle in Ihevrn
h iML-i n suitable iiioijjdiue nilxliire, TluKu-asuU
, - having the various kinds of uiliCA nan ~
■t> ..
■'tie aoiirctv of dffecls In ca.<itiiif(s is • I
Hp«f ctui lie cusl auecvesfully it they are ao do
106
STEEU
■401
^V«ool uniformly. Kr. Cramp Koys while he Is not yet prepared I
^B snytliln^ thai. <;a» he ca.sl siiccessfijllr in iron can be cast Id I
^B tioiis seem to piiint thai way in all ensi's n here It is imssihle I
' H. U. Gantl (Trans. A. S. M. E., xil. TIO) sayR : Sle«*l ccsliu
xhrink nincli more than iron ones, but with le.ss reRulnrity. The!
J jthrinkae^ varies with th« enmiwsition and the heal of the inet«l;1
^L the metal the greater the shriukat;e; anil, as wei^t Htiioothrr c»Rtln|
^t hoi melal, il is better to nialie allowance for laree !<hrillkf^;(^ AUd I*
^I inetAl as hot as iios.sihle. Allow 3/16 or ^jj in. pf-r ft. in
' for xhrlnka^, and Vji in. for (ii>if*h on inHOhliied surfaces. >-v, .
east "up." Cope aurfaees wltioh are to lie niaehiiiett hli'
liard uuRilntnt, have an allowmioe of from % to Vj in. for :
mjii^ of, metal .^tlowly riNing in a nioulii is apt to l»eeonie n
ftice, and such a crust i« sure to be full of hnijerfectious
easiinKS }.(i iu. on drop side and !4 in. on cope sine will l.*- -i
xhouUI have Ip»^ than V4 in. flulxh on a side and very i
as uitieh a»i V^, in. on a side. Hlow-holes enn be entii •
inu'K l>.v the adtlition of manganese and silicon in^iit-
Imth iif ilieise cause brittleness, a.nd it Is the object of iIil u^
iiialier 10 put no mure mauKanese and silicon in hi» »teel '
cieiu lo make it sohd. The best results are Briive<i at whi i
llie eUKtinip^ ai-e of a uuiform thickness, or very iieoiiy so.
The folkiwini; table will illu!!trate the efTect of annealing oo
Blreiigti) and ehiDKation of sleei cautinirs :
I
I
Carbon.
Unonnealed.
Annealed.
Ten-sile strength.
fHongation.
Tensile Strength.
nooi
.SSK
.87
C8.738
85,540
90,131
sa.40%
8.90
S.35
07,810
106,419
J
The iiroper aimealliig of larpe castings takes nearlT a w«*lc.
The proper steel for roll pinions, hammer dieR. etc., steenia to betk
laininK ahiiut .iJO>! of carbon. Such cantiiiKs, projjerly annealed, bar
well and seldom broken. .Miscellaneous i^enri up should contain cart
t«6(()t, Hears JiirpT in dlnmeter hrinjr softest. Heneral machinerre
sliould, an a rule, contain lefw than AOf of cartKtn, tliosii ''.Yy'.>~ed K
Rliocks contJilning as low at .aOi of carbon. SucIich-; ivb«
Rtrenglli of fium 00,000 to (W.OiXl Hjs per m. in. and :.i vt«
o a in. loop specimen. Maihiuery and hull castings I ■ -■!» I
United States Navy, as well as carriages for naval giuis. contain trom
.ijuS of carbon.
The following is a partial list of castingti in which Efcel
r»pidly taking Uie place of iron: Hydraulicc.vli
for large engines, roughing rolls, rolling-mill ;
pinions, gearing, bammer-headB and dies, rivei-
car couplers, etc.
For description of methods of manufactur* of »t*v\ casllm;* by tli*
mrr. o|ien-heartli. and crucible prooenses, see pajier by P. O- Mloaii
A. I. M. K. xlv, 118. ^
Spn^itlcaiions for ste«l castings i<»ned by the V. S. Navy I
dihridrr' (h : Stfcl fnr cnefinR-s my^t tie mn le by either the ftp
nni-s 1 in. sq. shall Iw c
'in nrijln of 90°. nrrr n i
NICKEL, AND OTHEK "ALLOY" STEELS. 407
kOOO lbs., nor if the elongation U less than iSf, nor If cast-
pw-holes and sbrinlcnee cracks. Castings weif^hiug 80 lt». or
»ie cost with tlipin a strip lo be used as a l<»t-piece. The (11-
Tils strip must be ?4 in. s<j. by IS in. long.
LNE8B, NICKEL, AND OTHEB "ALLOY'*
STEELS.
B«e Steel. (H. M. Huwe, Trans. A. S. M. E., toI. xil.)— Man-
au alloy of iron and manganese, incidentally, and probably
f, containing e, conaiderablti proportion of carbon.
.'C of umall proiiortions of niauganese on the hardness, ftrengtb,
ity I'f iron in jHobably slight. The point at which MinnguupBe
bjlTe a predominant effect is not known: it niuy-l>e Knnifwbere
Ra» the propiirti..n of iiiungancBe il6es above 'J.SjS the stienglh
V dimiiiisli, while the hardness increases. This effect naohta ii
^th somewhere about 6i of manganese. When the propnrtion
•nient rises beyond 0% the strength and ductilily b'Tith inereaiie
iArdne>!s diiniDisbes slightly, the maxinunu of buthstieiiKMli and
i ached with about H% of manganese. With this proportion
' hard ihftt it ia very diOlculc to cut It with Hteel IhoIk. As
rjiBngaiiese rises above 15% tlie ductility fallM off abruptly.
It r >'iiuiiuiiiK nearly constant till the manganejje passes if*%, when
iiiiinishes suddenly.
ituiiiiiig from 4% to fi.6t of manganese, even if it have bulO,3TX of
rp|«jried 1o be so exiremely brittle that it can be powdered under
inner wlieu cold ; yet it is ductile wben hot.
■se Rteel is very free frotn blowholex ; it welds with great di(B-
oughueKS is increased by quenching from a yellow beat ; tf.4 elec-
nce is ennnnoUB. and verj' constant with ebangjii^ temperature ;
Iberiiial condiietlvity. Its remarkable eoiiiblnatiun of girat hard-
i cannot be materially lessened by annealing, and gieui tensile
vith atitouisliing toughness and ductility, at once creates and
njiefulnetts. The fact that manganese steel cannot be sfifleiied,
■ -' liiis go hard thai it can be machined only with great difll-
iiriei' to its usefulness.
"luparative results of abrasion tests of manganese and
liKiic teiHirteU by T, T. Morrell :
FsESsuKE Aqainst a Revoltido HajudchkO'Stkei. Shaft.
Df weight of manganese steel 1.0
hluLviempered hard tool steel 0.4
annealed hard tool steel , 7.5
hardened Otis boiler-plate steel 7.0
annealed •• " " 14.0
Abhasion ar an Eherv-Whcbl.
f weight of hard maiiganesesteel wheels I.OO
softer " " J. 19
hardest carbon-steel wheels 1.88
soft '• " 8.68
> of manganese steel Keems to be of an anomalous kind, Tlie
\ntj iiiiilir somj conditions not rigid. It is very bard in its
It ia not always bard In 11.'? resistance to impact.
s readily at a yellow heat, though at u bright while
r the liauimer. But It offers greater resistance to
I., it i& liorder when hot, than carbon steel.
tant single use for manganese-steel Is for the pins which
of elevated dredgers. Here abrasion chiefly ia to be
' important use Is for the links of comniou chain-elevators,
erlal for stauip'Sboes, for horse-shoes, for the knuckles of an
IT -coupler, manganese steel has not met expectAtions.
J steel has been regularly adopted fur- the blades of the t^ycl' ■ '•
UBome niBuganese-KtHel wheeln are reported to have rtin
leacli will ■■» a New England railroad.
tel.— Tbr tensile sireiigih and duciiUlj
by the ; ■:i.'il (he liehavlur of uicWeli'
hot rests, arv m(;/esj* of t/ie valuable qualities <
HtUliou of a few per cent of ulvki^l.
I
* Forged fi'iiju C in. IncoC to % In. tlUini., wilb conical heads I
IShotV'iii^ tlie efft?ct of vai'yiitpr carbon.
JKiilleildowii from H-lii. lugot to IJ4-iD. square billet, autltu
i Kollod down fi'oni 14 in. ingot to 1-iu. round, and turned to i
Nickel stwl liBH shown ILiplf to be poH.««3{i«Kl of Home- fxowdluil
rfi|;>eitleK; tln-sBare, iv«i.>itaii«;e to cracking, hlirh ••lo.'^tlo llrnlf
puflty. UesisUiiicH to on^ckin^;, n projicriy to wlijoli tlii* iiniiir
»ility lia.s tiefti glvrji. ia H):o\vn more rcinarkahly na Che |i*»f''i*nfa
_n<'rmrtfK. Biir-^ of a7ji iiiiliel illustrate this pro|)ertv
|Wn.)s nicked 14 lii. deep and bent double on ilsidf wiii
liiiu llie spllntci'infr off, as it were, of the nicked ["iri-
nipi lire t>r" this alrtd would l>e iiupoAsihle : it HetT:- '
of raulilde with the tslrenelb of Ktecl. With ii
steel is proclionlly non voiToililile and ii«n-ii]
i-'liK'Lriiii; Bhi>wn by the lower percentage* of nick.-i i> .
any tiiiils of nicltel-steel armor.
The pluKiic llinlt rises in u very mnrlied ile(!:re« with the mtdiu
of niokel, the other pliysical properties of th« »teul r«maluli>K^
■ perhaps Hli;;litly iiicreused,
III Kiicli places islinfLs, azles, etc.) where failure is the remilt of <
r tli>' iiK'liil tills liigher elastic limit of tiii-iifl sle<d n i" • •■
leflnlteli the life of the piece, mid nlthesBiii<- liin.-
L>ii(fline«K, i^fTer Kt*»'aler resistnuce tfi the Mitdden Klnir
llnwe BtateK that, the harduexfi of niclcel Hteel ■!
r iLickel iinil caiiion joitilly, nickel up to a cei
he Imrdiuws, Iwyoud this le!t»eiiiiifr it. Thus »
liiil O.Oi);! of carlHin cannot Iw mneliiiied, nilh 1, -, ,. ^.
l^orkeil cold readily, pro\ided the f>i'opor(li>n of carbon
'<>r><.irtion of nickel riwes hielier. cold-working bctHinies le
sily whether it contain imich or llllle nickel.
The pieseiice uf niiiinriuiesi' in nickel steel is most IniportBDl,
lat wlihoiit the aid of umii^nnt^e In proiH^r proponlons, I'
I fi-,-..t ,,.. 1,1 vKiiitd not Ih* successful.
f Klokel Slepl.-Two heats of open hearth (tr*! 1
i Itollinir Mill Co.. one ordinary steel mad^wllh 1
,.-. iiTiri K.'i Hi... f.-r.-...i,i,iii([nne8«, the olh«r the ■
11 ' - • I Test* of six plates roBal 1
III I ' '' " ' Ill a.i follown :
I'i :.u.r«io .E.L, !K,Si» 10 S7.g(W ; alotMl '
u^'iii UKib, uiibuci iUBU oiiii-uin — ala:uiuiuk lu ucuiuuiici^ lue t:<<r-
ifaTuinriium to AIjOj equals TTWOcal.; tiiliecnj toSIO, Ik staled bkTSOO.
tifin <if aliiiniiiiiin niuyVieclasBttl uIod^ ivitli Ikan'f silk'nn.sulpi.ur,
riis. arsciiio, and coppur, as Kivinp; no inereasi? of liar.lcfss In iron,
ulislinolion to carbon, mnnpanesi;, chroniunji. tiiitgNlvii, niiii nifUt-l.
V. uliilst for wnue special purpusfs uluiuiiiuiM may In- eiiipli'jrd in
nifacture of ir'tm. nt nny rate with mir presit^nt KnowU'Jjd:e nf ilH
e«, ^lll^ u?<e cnnnot be Inrge. especlnlly «lu'n tiilciiig Into oousijera-
fact of its comiwiraiivfly IhkIi pi ice. Its special advantaKf seems lo
t ..,,...1.,,,..^ ii, itself ilie nilvanlngeK of boih silicon and inaugane&e;
IS con'ntnint; tlit-i^o imMuls are so cheap nnil aluminum
use seems lianlly pnihable.
. .■-, lisciission of Mr. MiKlflplrt's pnper. said: Evpry one of oiir
!• iiiiIicuI'mI that alunilnuiii can kill tlie mnxt fiery Nteel, pruvidiUK,
!" Hint it is ndclecl in siiftlcient qiinuiily to eoinljjne with all 111" oxy-
.'li liie ••tt-il coiitniiis. The iMi-tal vrill llien be alisoliitely iletid, olid
r liki> (lend melted Hilieon steel. If the uliiiiiinniti is added iiH metal-
num. nnd not as a cuiripoiiiul, nnd if the additimi jti itiaile jiisl be-
steel iji piist, 1/1(1^ is ample lo obtain perfect sfjiiilily in tht> sleel.
me Stcrl, (K. L Garrison, Juitr. F. I., Sept. li^DI.)— Cliimnium
» tile bnirlness of iron, perhaps also the tensile strength and elastic
f It Kss.-iisits weldlbliitv.
rliionie, ac-orriinp to bertliier, is made by slronply hentloK the
tides of Iron and climmiiim in iirasqned crucibles, adding iKiudered
i if the ivxide of clironiiiiiii is tn excess, and fluxes lo scorify the
imternnd prevent nxidntion. Chrominm doe.s not appear to give
IK'wer of becotnitiK harder when quenched or cliilled. Howe stales
'■ ^ii^eiw forRe more readily than I ungsEen steels, and when not
' of chroitiiiim nearly as well ax ordinary carlion steels of
■•/irbon. On the whole tlie Btatiis of cliiome steel is not
.:.re are other steel alloys eotnine into use. which are so
Her. thai it woidd wem to be only a qneslioii of lime when it will
iivly rmt of till' race. Howe stales tluitmaiiv exiierienced eheniisis
ind no chromium, or but tlie merest Maces, in ehionie steel sold in
ketx.
Ijiiigley iTiTiDS. A. S. C E. ISWi saj's: rbronduiii. like iiiaii|;nnese,
loiiilener of iron even in the absence of carbnn. The midition of Tf
cliroinlMMi lo a carbon steel will inaiie a nietnl which pels e^cem-
inl. Hitherto its priiicipal employment has lieeii in the pii'duction
d <j|i.,( /uj.l slnll. I'ov.orfiil niidecuIarslietbCsrcsultdnriiiBeooliBi.'.
iieiitlv bteak-siiuniHiieously foonlbs after titer are made.
m
STEEL.
o.r
then, when the percentage or tungsten is high, it han m be
oarofiilly ; Bud in order lonroid bi't^akini; ii. not i)i>l\ I
it several times wliile it is bein^; Imiiiiiif I'rMi, Itnl v '•'
the desired liliiipe humiiiering' iiiu.<<t siill iiecuulii
rnerouH blt^ws until it beooiiiea nearly cold. TlieD unlv cah ii i><
lli«ly.
'I'uiiKistoii !g not only enijiloyed to produce steel of an i'itni..r.lli.nr
nesH, but fiioi'e especially t-tj oblAiu a Hteel whieli, with a irr
allies ;fi"eat longhnesft, rcaistanof, and ductility. Steel f.
(ur this (lurpoHH. cuntjiined curttuu, 0.yi%; Kiliuun, U.*U
IBpliorus U.Ol^; Kulpliiir, O.OOTiit.
echaitical tests made by SiyfTe Rave tlie following result* :
UrealtitiR load per .'iquarc inch of original ai¥a, pounds. .
KtHluutiua of urea, per oent
AreraK^ "lonf'ion after fracture, per cent
ccoriliriK to analyst's made by the DncdeLuynps of f«ti Sipecmiva
(SOlDbrat^d ( )nental dauiatikiHl steel, eitrlit c<jnlaiued tungttten, two uf
in notable aiiitniltieg (0 r>lS% to 1^), while in all of thr samples aimlyud
liickf^l was ai-HfOVered ran^inj^ from traees to nearly ii.
8teiii & .St'liwortz of Plnlii<1clpliin, in a uirciilar say : It Is ntjiliil till
tunesii^u riteel in suitable fur the manufacture '■( steel moenetit, kiikv llW
inius it^ inoffnetiKin lunger ihau ordinary steel. Mr. Kiiiesd'- '■ ■• •■■"I
luni^iiteu up to 0H% flue a specialty. Dr. Heppe, of Leiijoitj. I-
nuiubet' of arliele:^ in Oeriniin publicatioiiK nn the yutjjt^-t. 'I
instructions ar« Kiven concerning the use of tunesten: I" '-■'■•'■
cast iron possessing great liiirLlne-xs an addition nf one I
lialf of tuni^sieii is all that is needed. For bar iron it no-
Ij! U>i%. but slioulil not e.\cee<l '.'t^jj. For puddled steel '
but an addition beymiil .Tiji only mcieaiii'S the lianliieaL -^
tip to It^ only for spf-cial lools, C'diuiK*' die,«, drills, etc. /
have proved be.st, and for axlex ^ to IJ^. Cant steel to u.
l>een luhled neeil.s a hifcher temperature for teinpering tliMit uitlin
nod should be hardenetl only between yellow, reti, and while. CliW
of tungsten steel should bo drawn Iwmeen cherry-red and blue, i
well on Iron anil steel. TeniperiiiB is Iwst doue in a mixture of :
yellow rosin, 3 parts of Uir, and '•' parts of luUcw, and then the ;
once more heiited and then t^-rnpeivri ns usual in water of abtiut U*
IVllltworth C'oniprnnncd Steel. iProc. Inst. M. F... MayJ
107 ) -lu this system u grudiially increasing pressure upt4)6ur9|
gqiiai'O inch Is applied to the llidd inRot, and wlihin In-I'
after Hie application of the pressure the oduinn ■ ■ IJ
IV^ inch per foot or one ciKhth of its length; the pi
several lionra, ibe result being that the metal iscoui, :...-.
onlid nud honiMneneous nmlerlal, free from blow-holes.
In large gun-ring ingots duritig oooling the carlKin is driven \
the centre containing O.H carbon and the outer ring 0.3. The coDlml
out until atest shows that the inside of the ring cotilolDii (he sMne|
age of carbon m the out.slde.
^£ompregse<i .><teel is made by the Bethlehem Iron Co. and ths {
^^■el Co. for armor-plate and for gun and other heavy foneitiga.
^V f-BVCIBLE STECl..
Selection ofGraden by the Eye, and Effect of Heat!
lueut. (.1. W. Laiigley, .liner. t'A.niuf. Novemtier, l-ini i— In IsTI
Melcair Jt Parkin, of Pittsburgh, selected eight sani; ' ' '
believed to form a set of graded s|>eciniens, the •
quantity of carbon which tney were Kuppose<i to ci .
lN>l\'d from one to eight. On analysis, the qiinntilk •■> i- « <»
folluvv ilie iinler of the numbers, while the other elentenufi
hiir— did not do so. The niptbml
wilbiKl I
riillii
Mie Steel is nielled in blaok-lend cruelliles capable of holdluif
^nU; wb*^n lliortunfldv flulil it is pnnred inloea«t-iri»?i ioti«
I loiiR attfl cvrtwUkW^ cx.«Tc>BBa,
CRUCIBLE STEEL.
411
difference is peroeived lietireen varying samples of steel, and
Bee is now knuwn to l>e owiu^ alinoMt wholly to Tariatioii.i lu the'
3MiUiiied cu.rl)(>[i,a!< the rullowjiii; table svlll Mihw. Twt'lve sanx-
by tlie eye alone, and analj'Be» of drillings taken direct fn>iq
C before it IiaU been lieated or hammered, g^ave results as belowr:
Iron by
Diff.
Carlton.
Diff. of
Carbon.
Silicon.
Phos.
Sulph,
09.614
99.455
.303
.480
.019
.047
.OOS
.018
.188
.016
M.803
.529
.0S9
.043
.047
.018
ua.sr;o
.(V49
.1S!0
.039
.KIO
.012
9B.118
.801
.153
0S9
.im
.010
gg.oee
.841
.040
.089
.024
.010
99.044
.887
.036
.057
.014
OIH
98.040
.871
.004
.06.1
.024
.012
se.soo
.9S6
.0«4
.050
.070
.016
96 Ml
1.005
.0-50
.068
.034
.1)13
ge.ns
1.036
.05.3
.120
.004
.000
9B.8M
1.0»
.031
.»«)
.044
.004
Uie carbon is iieen to (acreaae in quantity in the onler of the num-
iher eU-nienUs, with tb» ext^-piion of total iron, bear no ivla-
I '.-rs rdi the saiikple*t. TU* uieau differeDoe of carlwii l.s .071.
liie dLscr-iininatinn is Itjss pfrfeot.
I'-e of the fracture by wiiicli lh« ahovn twcKc seleclioi
' iiuly be seen in llm cold innol before any openiliou, excepi
!•• of cartiuK, huB Iweu performed upon it. As snim as il la'
re-'l. iln- structure chan^-.-i in a remarkable injiuner, so that all Irnoe
iriinltive condition appears lo he lost.
hf'r nii'itind of leiidcrlng visible to tlie eye llie niokH'iilnr and eheiiil
I'.'b K<> on in stei'l Is by the process (if lianlenliit; or tempiT.
- metal is heateil and pliiteged intu water it acquires aM
liieiw. but a loss of ductility. If the heat to which the stu*!
I just before plunging Is to<i high, the metal acquires Intense
I IS so brittl'j as to Ije worthless; the fracture is of a briKhl,
ly 'liarncler. In this state it is said tn be bnrued, and it
red to its former strength ami ductility by annealinfjj
iiclical piirposif. hut in jnst this state' it again show
lire correaprmdJiiK wiUi its conieiit In cartton Thi
riifiji^eft can be illustrated by pltmf^ing a bar hithly heatw]
■ i colli at the other into water, and then breakini; il off ii
1 liiifih, when the frai-tures will be fnind to ahow appear^
if the tempprnture to which the sample was raised.
iif steel is influenced not oidy Ijy its chemical aiialy-
•'■which it is subjected, as is shown by the follotvInK
it-reiied tofU)"' F.):
■:■* of twelvf tamplea of ileel from the~in'jol; nUo of iti
'art, cuoA har being overheated at one fnd and colfl at </«
>•.. XI llti»Btiite plunged into water, and then broken iuto piece*
luii letiglh.
I ai^H
teelB
use
hi,
I it
ai^^lB
1
i
^
4
6
6
7 8
9
10
n
1
1
T.eu
7.836
7,811
7.818
7.814
7.H23
7.826
7.M1
7,844
7.701
7.811
7 «.')!)
7.810
7.800
7.824
7.838
7.ftM
7.789
7, Si IS
7,81S
7.889
7.819 7.818
. ... 7.752
7.818 7.807
I7.7H
7.908
d
7.801
7nfl(
'"I
m
■
• Order of samples from tMW.
r
412
STEEL.
I
Eflertof Heat on the Grain or Steel. ^ Tfi-t<:
Steel, p. 64'J.)— A nimpli; experiment will she-.
lliKh-L'iirl)oii steel by different iiK-ikcMls of hni
be iiiekeil ut ut>oiit U nr 10 pliiceM, and uboui -'
specimen ia obtained for tJie exfierinieiit. Pliu" one end of J
pnod lire, ho that llie first nicked piece ia heated to whlt<:iie«,C
of the bur, UeiiiR out of the lire, is heated up less uii I !■■<- '
tlie other end. As sooii as the first piece Is at a g"
cnurse htiriis a liich carlxm steel, anci the lenipfrui
Kradiinlly passes ilowii to a very didl red, the met;,
the lire and suddenly phinift."d id cold water, in wliicb n ~!i
quite cold. It should then be taken ont and carefully tilled,
tlon with n Hie ivill show that the first piece ha.s ilu- i^miU
while the la.st piece is the softest, the intermediate i
from one couilition to the other. On now breakiUi-
nick it will be seen tlml very considerable and chm
be«ii produced in the appearance of the metal. T)>'
on«n or crystBlline In fmctiire: the siicceediuif p. > dl
cloiwr in the Ki^in until one piece is found i" •'I'
tfveu grain and velvet-like appearance which isuo inucii p-i.tJ 1^
eiicefl steel usei*s. The tlrst pieties also, which have lieeii ttw mofl
eiied, will probably be cracked : lliose at the other end will not lir W
throutrh. Hence if it be desired to make the steel hard »nd tft
temperature used must be hieh enough to harden the tnetoJ Xhi"!
not Kiilfleieut to open lliejrrnin.
4!bant£eB In I^ltlmate StrenKtl* and T^ ,^';.i'
HaniiiicrinsTt Annealing, and Teniperi
■J'luiis. .V. S. C. E. IHUJ. I— The lullowbur laid- kivcn .
4m some round steel bars, lUl from the same liif^t, ^v liich \^<rrf '^
teutdle gtreaees, and also by bending till fracture took place:
Treatment.
II
Carbon.
a
s
1
s
a
iii
111
It
^ fXi U
1^
ll
1^
5
^
^1
1
i
a
i
Co]d-)ianimered bar
Bar drawn black.,..
Bar annealed
Bar hardened and
drawn black
158
7.'.
175
ao
1.S6
l.»
1 31
l.OS
.<7
.47
.70
.86
.570
.677
.560
.678
W.41W
114,700
68,110
15«,800
141.H)I>
80,410
«ie,70l)
!::
I0.O
The total carbon given in the table was found by th» ovior MM, I
affected, not only by the total carbon, but by the oondttioa at I
The analysis of the aleel was :
Silicon 213 Mansanesa .
I'hosphoriu 02 Carbon (true total
Sulphur. 009 coiulnistlon)
HeattnE Tool Steel. iMiller, Metcalf & Partcin. ie7;.)-tl
three distinct slaves or times of beating: First, for furvinr: '^
hardening-, third, for teiiqK-rinjy.
'J'he first reipiliit." fnr a pood heat for fnrrftic 1i n cV'on Tn- i»ihI (<
fuel, «oil,i, ■ " I ■! iilr will iivl ■ ';»
(Irr Hlioiili owl give n : |<*
forved, ! ';»«en enon^Ii -.■»*
ait'l ." ..itjjiil.v henri.li riir.'iii;ii. wiiin.ui \>'
OVII
t^ • "ft In the fire ntiy loiicer Than Is m-
CRUCIBLE &TEEL. 413
d most economical ot wplding Anxra Is flfun. cniil>« lioi-nz.
)i«> flrst ihoi-oiichl.v riiHlifil nm) ilicii i;r'>iin(] t<> fln«- |i'ii\clf r,
•1 is piupprly lientpil. il shuiiM bi- furpi'it to Blin()f iis (|iili'kly
I just rt-> (he reii heAt is It^rine llie imrt* intiMxIfil for fiitiiiii;
ns sliouM lie retlned by rapiil, liKlit 1>1owr, eonliiiiiril mdil
(ears.
Hill ffngi) of heatiiiE. for hardpniTip, grpal core should 1* iis^tl :
tCt the eilttllitt <-dKf« and wOikinR jKiriH from hc-ntini; miiro
9ie Viody of rhp piece; nexr, tlint tlip whole luiit lo lie lianleiii-tl
ilfornily ilirouu'li, wltJiout ttny part het-oininpr vi*llily hniler
r, A uniform heat, as low as will (five the i-et^uired )iiii*rlnv«s,
^ hanleninK.
ftriaiiiiii of heat, which ia fretLt enoiigli to be f^eu, there n-lll
Hion ill craiii. which loiiy be r^eti by brejikiiii; thp piece; mill
m variniioii in teiiiix'ratiire, there is a very gnod ehuiice for a
len. ^Iiiny n c'uHtly tool is I'litiie^l by inattention t<i thlR point.
if too higli liPat Is to open the irraiu ; to make the sihi-I coarse.
to InvKUlar heat is to cause li-repiilar ^raln, irit-giilar Hlrninii,
i the |)iece is properly heated for liaidetiliifr, it Rhoiild tie
I ihoiTiiiphly queticheil in plenty of the coolihp ineiliuiii. Water,
I* the ca.se may be.
lee of iliH eooliiifr halh, to do the work Quickly and iiDitornily
|fy neoestiary lo pooii and safe work.
I laiiare piece safely a ninniiiR' Klr>-niii should !"■ lined,
m haitli-ninK la caused by the ii.<e of loo Nniall ImlliK.
tf alato' "f lieatlntf, to tfiniH-r, Ihx flre': jiii|Hirtniit refinisile is
feiity. The next is time; ihe more slowly ii piece i« liroii);lit
Miiper. the b^llfr niul wifiT Is the oiipinlion.
■IBlTe toolK are to be made it is a wise precaution to try small
|rt«el nt dllTereiit temperatures, so as to flmi ont how low ii ln-iit
|iece»uiry harilnvsK. Tlii" loupst h»-ttt Ik IIih l.cui for any Hteel,
tv ForK*»— The Iroiible tu the frTRe Hri> N u-iinlly UPieven
Ituohij^li livat. Suppose llie filrce lo lie fotj.'i-d li:i- lirni put
Et fire, and forced as ipilcjily lis pnssihle lo a hicli yellow heat,
moMt tip in Ihe ccinllllaiiiiir point. If ihls he done. In a fpw
Mitxhle will be tpille soft and f:n a nk'i- eoiidilion for fotuine,
Idle parln will not In- more lliiiti rpii-lint. Now let. rhe piece he
■ the hammer mid foiKcd, and the soft oiHsIiIh will yit-ld so
eadlly that) ilic hard Inside, ilint tlic ontei particles will be torn
le the inntde »IM ifiiialn sound.
e ca!«e to he levfi-sed and the inside to tie iimch hotter than Ihe
iK, that the iunide shall he in a Hlate of semi-fiiKinn. while the
•d and firm. Now let the piece be fortfed. luid the outside will
[ and the whole piece will njipear perfectly go(H\ until II is
Ihen it is found to lie hollow in.'<iile.
Be, If Ihe fiiecc had heeti healed soft all IhroiiKh.or if it hadbecn
ml DiroMBh. it would have forced peifectly sound,
*^ a high heat i*t moiv d*^siralile to save heavy labor hut in
bere a due ste«»l Is to be uned for ciiltiiij; piirpoxes it lliui^t Iw
1 that very heavy foicinc r«-riii>-(4 i}ie liarn as lliey slouly ci^ol.
Bith heati such refined bars iiidll they are soft, he raises Ihe
them foarse. and he enniiol get tlieni fine nnain miles* he has
iiteain-hainnier atcoiiiniiiiid niid kiiow8 how lo use il well.
ItC- iMIIIer. Metcalf Jt Parkin. l—AnnealinE or >ofli-iiinjf In
I by hearint; steel to a red heat and then coolhif; it very .'lowly,
from getting hard Qcaiii.
tlie decree of beat, the more will steel he softened, until llie
irs« IR rcucbed. when the steel is melted.
f'lMow that the higher a piece of steel is heatert the softer H
cooled, no iiintter how slowly it may i»- cooled: ihlri U provcl
ml an ingot la always harder tliau a rolled or iiHinniereil
Uiere i» nothing; (rained by heatinir a piece of steel holler llM
Jt, chen-y-retl; on the contrary, a liiKher lieiit has several diS
^trst. If carried too far, if may leave the steel Hcliiall.v liiirde'
f»0 heat would leave it. Si ml. If n sealw i« niiwd
Je win be hai^b, granular iixhie of Iron, and will spoyVl
Jl TbfrJ. 4 liigli scaling /tear conMtiiied (ov
416
MCCH ASICS.
If anr BBBbtrof farer«beavpijeAalapefat,aoine rn ur.» <!iH
Mhwi fn • ecmzmrr dimrtloa. Ihe<r nmAam is e<i« -
tiMt act in Qcie dlTTCtian, dimiatslMd br tke •a of 1 1
potile JirertioD ; or. ibe resttlt»at »< cqaaJ to Ike alfv-
Parall«logTaai or F«rc««.— If two forces ari
mcxie-J m d(r«cti'>ii aud uiu-iuiur by adjaorat atti-
their mult&nt wiU be rppresentcd bgr that diagonal o^ itic lu'
■rhicb pawrT throui^ the (n.inu Tb
88. n Lbe mnltsut u/ OQaod r)f.
PoItkob er Pare««.~U 8ci>
ifiplied at a pomi and act in a i '
neaaltant is loupd as taOowM:
Throosb the poial draw a Iini> rvpn
first (orve : thronyh ihpezti>?iiiiiy c
a line representing the second forw; i
throughout the urstem: finaJlj'. dniw I
the stATliij^-point totbuexIrHuilt; oft
Fib. 88,
drawn, and thii will be the mniltaat required.
6Supprfie the body A, Fig. 89, to be Mrgvd in the dir
nd AS by forces which are to each other ns ilie ten
iippoDC these forces to act successiTelr anr1 ili- 1..>]i
to I : tlip secoD'l fiirce .-12 Iht-n acts and fii
to*"; the tliinl force wi-uld then carry it •
to5'. Ttie liDC J5' r»-pre«e(ila in magTiii
all the foii'es considered. If then- i iii
b*eM an aiidiiiorjrtl force. Jr. in the ci' n !■.
tlie l.i..!v .\ouH \f returned by ibai f.iLe
t. :'<<sJtion. Hjipposiii^ the
f ■ ^ivrly, but If tbey had
-ily I he iKidj" would never j/
|3bav<- iii'<\-'l tit .111: the tendencie^i to mo-
UoM buldtioing each otlii-r.
It fDlli.ivs. tliifrefore, that if the several
f Ml tend to more a body can be
ill magnitude and direction
!• Tf n cl'jsed polygon taken in
t.or'l<': ill rt'Uuiin at rest ; but if
\)f> f. I ;'i-i;senteil by the sideA of
the budy Mill move and the direction will lie i
by nil- s!iai..-iir iitiM which closes the polygon.
Xwliited I^olyKOn.— The rule of th»'|)oly(fnn of fori-en hnU
rlii'ii III*" riiift* uie iiix ill one plane. Inlliismne the Kiir^ A
Mo. foriM 11 tHi.*t»-d polygon. thHl k. one »'
Parallelnplpcdon of Forces.- 1-
VpiVM-iili'il liy liiri.'« utlKUi^of '■ panilluU'ii:
Killit. tlit-ir ntjiiltant will l>e rejiresenteil dv iin- ump'niiJ or iiiQ
piiHMliiii llint pi«.s«u>s tbroiiph their cormixin point.
Tbiiii Oft, Kie. 90, is the rnsulijint of 0<J, OS. ttod UP.
ikiit of (.jy'iiml (>t^>. nnd OH is the irsnllaDt of O^and OS.
moment of a Force.— The mo-
nviit of ;i f';rrr (/;iinifliiiiK.s t'alifd Stat- ^
I,. A-**'
til-' iiiri'. 11..1I ,11 111.- liin.'i'. nil- iixed ^--T
Iniliit U valied the centre of mo- \
rio. M.
OJflal
/
"7!
"10
.y
-yp
f^« Bd
Fu. n.
ICAL MOMENT, EQUILIBKIUM, KTC. 417
b'
nr distance is ihu lever-arni ot tho force; anJ Uie
asureg the tcDdency of the fi>ife to jircnlucL' rolutlou abuiiL
^ 1 ill jKiuntls and the dlstani-e iu fuel, tlie iiioiueiit
iH. It in iiGcesflurj;' 10 oliBt-rvc Ihe (listjiictlim tw-
.1. i^jai moment and foot-pouudu of wurJ: or energy.
tar, Fig. 81( from Trautnine), if the weiKbts n and ?it ivpre-
|r momento alwut Ilia poiut / ale rtsi>ecti?ely n X «/ and
tt - ' ' • ^o wL'ilclit HI a pulllfi); force to lialaiiue Uie weight
( 11 Jm, or III/ or M, », y, »iiii <l Ivfive Xhv amounts of
I 1 1 >' iiioineiitit are « >; ft, y ',< fli, d X fli.
AL-iiu^ on iiie Irver are in eqiiitibriiini it mnainu at rest, and
eaoli Bide of / are equal, that is, u x "/= "i K /o, or » x-ft,
X */•
the raKullaiit of any number of furcen acting together io
lis equal to llie algel>raic Kuni of the uioaieutis of the forces
vment. Mabilltj'.—Tlie »tatival moment of a body Is
Uk weiKlit liv llio <li«Uince of itj* line of (crnvity fruin Mime
|i rotation, 'rite lino of gravity is a verti(!Hl line drawn from
fcviiy thrnueli the body. Tlie Htabilily of a biMly i8 that I'e-
|U UQleiit alone enables itU>opiJOS4i okhi'i'^'' fol'l^us tending;
t lo slide it along its foimdalion.
kiiiet turniiiK on an ed^e the iiioincot of Ihe forcpK f'tiiiint; Co
pD with rf fei*encH to tlnit ed^e, InuBt bt^ less Ilijui th« Hlati-
Fhen a body resta on an iiiclinpd plane, the line of gritvity
Uls toward tlie lower ed^e of tlitt bu<l3', anil the cuuditiuii of
iiturned bv its own U'ei|»ht is that Ilia line of gravity iiiiisL
iidgo. In the case of an iuelined tower lesliiiK on a plane
Ion bold*— the line of Rravity iniLst full wiiliiii tlie base. The
btllty ai;ainMt nlidin^ aton^ a lioriscontal plane i» iluii the hor-
HDt of the force exerted lending; to <'aii>u- ii to Klide !iball be
bduct of the weight of the body into the cocflioient of fric-
f ba.<e of the body and its siippoi'tinft plane. Thi» coefUcient
BtauKent ol' liie ai<i;ie of repo>;i', or the innxinuiin an^le at
irtinK plane mi^ht he raieed from the liorlicuutal before Che
In to Klide. (Se» Friulion.)
Itjr of a Daiu against overtnrninR iib-jiit Its lower edge
[comparinK iis stnlieal moment, referred to that edge with
feaauro of the water uKni"'^t lt» upper aide. Tlie horizon lal
kiare foot at tiie boKoiu of the dam m e(|iial io the weight of
krof one lojuare foot In aet-'tion, and of a biJKhl eipial to tht<
>ottom t>elow walerlevel ; or, if U i« the height, the pressure
►r square foot = GiA X //llis. At the watei level ine pres-
|.it iiicreiwwa unifornily lo the bottom, ku thai. Ilie buiii of the
lertioal strip one foot in breadth iiiny be repienented by the
^wbo»ebi.«e i«(j3.4 x/J nndirhoso altif lule Ir H, or(ii3 4/i'-t-a.
^Tit}' of a triangle being ^ of Kk aJlilude, the lehultant of
II pressures may be taken as equirnlent to the xtim of tbe
I at iill. and Ibe moment fif the ttuiuof liiu pressures is
f ii> ■*■ 0.
i»«*»i.— If two forces areiiarallel and a<;tin thaname direc-
|int l8 parallel U^i iHtlh. and lies between theiu, aud the iiilen-
lant is equal to the sum of <he iiueusities of the two forceH.
[tbe reaullant o( the forceti 71 and in aota vertically down-
I equal to u -f- "■■
I forcdSBOt at. the exlremllief) of a BtralKlit h'ne and in the
pa resultant divides the line joining tbepoialK nf applieacloa
■(«, Inversely aa the components. Thus In Kig. 'Jl, m : n ::
1 93. P ■■ <? :■ S;V ' '^■'^'- N, ^q
pf two parallel forces yT ^ •«
IB directions i!» parallel
ioMl both, on the Kide Bj,' |C «-D
IStioii of the greater, /* 1
418 ^^^r MECHANICS.
Thus the rMultant of the two forces O and P. Fig.
K. Of any two pai
N restiltaot ea«h is proportiooal
} panllet bml
Q< 9 tance between the other tiro; (
FlRg. 02 and 93, P : V : ff : : SA
-»p CoapI«s.-ir /'aixl ^beo
in oppijfiitu directions, R = t '
have no resultant. Two i
/
*
s* —
I I fj scictite what is called a eo
C Tlie tendency of a coud
Fig. 08. rotation; the meanure ot
called Me morneni 0/ I _
product of one of the forces by the dUtaiic« between the tirQ
Since a couple has no single resultant, no single force
couple. To prevent the rotation of a body act«d on by n coi
tion of two other forces is required, forruiai; a second coup!
<M, P and i) forming a couple, may be balanced
by a second couple formed by ff and 6". Tlie
point, of application of either if or S may be a
»lx("(i piTot or axis.
Moment of the couple PQ - P(e + 6 + q) =
iiotneiit of RS = B6, Also, P + R = Q 4 S.
The forcea R and S need not !)« parmllel to P
and 1^. but if not, tlien tliair components parallel
to PQ are to be talcea Instead of the forces
(h»»msHlves.
Equlllbrlnm tit Forcea.— A system of
forut-8 ftpplicd at pole is of a Kolid iKHly will b«
in equilitirium when they have no tendency to
pnxiuce inotloD, either of translation or of rota-
tion.
The conditions of equilibrium are : 1. Tlie algebraic sii
nenis of the forces in ibe direction of any three rect&ngula
separately oqusl to 0.
'i.. The algebraic sum of the moments of the forces, viilkl
thri*e rectanifiilaraies, iniixt he .«eparately equal toO.
If the forces lie In a plane : I . The olpfbraio sum of the ooq
forces, in the direction of any two rectang-ular axes, I
equal to 0.
2. Thealf^ebraio sum of the moments of the forces, wlU
pniDt in the plane, must be equal to 0.
If a t>ody is re8traiiie<l by a lixed axis, as in case of a ptJIa
axle, the forces irill be in a equilibrium when ihe alfrebralol
mco'a of the forcea with respect to the axis is equal to 0.
CENTRE OF GBAVITV.
The centre of grftTity of a l>ody, or of a system of l)odiea 1
together, is that point about which, if suspended, nil
>H)uilibrium. that is, there will be no tendency to rou
through which passes the resultant of the efforts of ^ _
tlie elementary iMirtiele^ of n body. In bodies of e((ual \
out, Ihe centre of gravity is ilie centre of niagniutde.
(The centre of magniiiide of u figure is a point such
diriiletl into equal pai'ts the distance of the centre of
whole Hgure from any given plane is the mean of the diala
of niagiiitudeof tin- several eqiiul paiis from llial plane.)
If a body be suspended ai its centre of gravity, it will \
all positions. If It he suspended at a point out of its c
will swing into a position such that ita centre of gravity Is \
its point of Hus|}«nsion.
To find the centre of gravity of any plane figure mecluuii
the figure by any point near li.« edge, and marie on It tit*]
pjamb-liue hung from that point ; then suspend It from it
^"d again""- ' •••action Df the plumb-liue in like raa
•*t# of ' -nrfuee will be at tbe point Of ioti
"BAT 'If'
f ■tty of n»s«\iLT v\i
lB0iiu-lr\MiL\ ceuvt« v lot Vn
UOVEKT OF IITEBTU. 419
regular ix>lyp;on, circle, circular ring, prism, cjUnder,
bid, in{d<llR frui<ttiiii«4 of splieroiii, etc,
ie: Un a line Jrawn from any angle to the middle of the op-
la di«Canc« of one third of the Hue from the side; or at the
f such lilies drawn fruiu any two aDgles,
lium or trapezoid: Draw a diaj?0Dal, dividing it into two trl-
» a line joinln;? their centn^s of erttvlty. Draw the other
oalrinK two other triangles, and a line Joining their centres. The
» of the twi) lines is the cwntrt' of eravity required.
or of n circle : On the rmlius whifh hlsects Hio arc, 'icr -i- 3/ from
c beinK the chonl, r the radijis, and I the arc.
icirdi: On tlm middle radius, .4^4-);' from the centre,
rfi-aiif ; On the middle radius, .eO»Wr from the cenire.
irtti of a circU : c' -t- lin from thB centre, c = chord, a = area.
itioUc sMr/tfce : In the axis, 3/5 of its length fnun the vertex.
i pi 1 1 rt/(i);<t {siirfncf) : 3/5 lenRth of the aris from the vertex, and
lui bH.'^e trimi the ails.
<<» pyinmid ; In the axis, tij of its lenRlh from the basse.
xboluid : In the ail.M, 94 of Its length from the vortex.
virr, ur re^futiii- prism ; In the middle point of the axis.
i(«4»t o/<i C'lUf or pyramid : Let a = length of a line drawn from
"the eune when complete to thecentreof giavliyof (he base, and
of it between the vertex and the top of the fruHtiim; then
re of Kiavity of the fmastum from centre of gravity of Its
3«'*
n' + an' -4- a'')
ittt, fixed one at each end of a straight bar, the common
rravjly la in the bar, at that point which divides the cliNtance
leir rBSi>ective eentrcn of gravity in the inverse ratio of the
n this sohitiiin tlia weight of the bar is neglected. But it may
I a third bod}\ and allowed for as in the following dIn'CllouH :
• than two bodies CiMinecied in one Kystein: Kind the comtnon
•avity of two of thetn ; and find the cominnn opiitre of these two
I a third body, and so on to the last body of the group.
iwthiul, by the principle of moments; To find the centre of
1 system of bodie.s or a bod^ coaatstiog of several pnrt,s, whnoe
Ires are known. If the lioches are in a plane, refer their several
two rectjuieuliir co-ordinate axes. Miilliply each weight by ilB
>in one uf die axes, add the prcHluuts, and divide the sum by the
weights: the re.*;ult is the distance of the centre of gravity from
Do the same with regard to the other axis. If liie bodies are
.ne^ refer ttiem to tbr^ planes at right aiigleji to eacli oilier, and
the DieAU distance of the sum of the weignts from each of the
raOMENT OF INEBTIA.
ent of inertia of the weight of a body with respect to an axis Ir
Jc sum of the products obtained by innUlplying the weight of
ilary particle by the square of its dlst-ance froin the axis, If iha
ineitia nilli respect to any axis — /, the weight of any element
= ir, and its diwtaiiee fioiii ihe axU = r. we have / — Sttpr'l.
^^liC of itierfia varieA, in the same body, acconlin^ to the position
Ills the least possible when the axis pitsses tliroiigli the centre
To find the mriirienl t»f iifertia of a bod}*, ivferreil to a given
the lH>dy into small parts of regular figure. Multiply the weight
1 Ity the stpiare of the distance of its centre of gravity from the
iiiin of the products Is the moment of inertia. The value of the
:•••■■ thus obtained will be more nearly exact, the smaller and
" parts into which the body is divided.
riTU or RiaOLAK Pouns.— Kod, or bar, of uniform thlck-
irBk"^-vi lo &u axis perpendicular to the length of the rod.
I
430
Clrew»arpUie,»Tii perpendkolar t ,
Ciicolu- rin^. mxts perjieniUealar I ,_ „-/ t*-!-»^ ^,\
r aod r" *rr ih« «st<>T{/>r and loiericr tikdii of Uar liiifc.
r= raJiu: _ . - ;^li of tbe crUadM-.
tty iii&kini; rl — 0 in uiy of llie aboT« fill iiiiitw n fcC fl
iioriin fi'i' o fMimll*-) htIo thri-iiiph the centre olgtrnttj.
In.
dixtiini'p from itie c«ocre.
tii^ruils, p. 947. ;
lumerickllr
^nw unity fr
- ^-ne rctelica
J >^BaafeiaeV
^^ 111*
— ^'1'-, tit "itx^uaumj'
Ujee Jtoment of Inertia.
TIP..
Hi--
iiiti
Wfl
pin'
vel
thK
CEXTBE AJfD BADICS OP CTVATMX.
'nlrf nf ii'l'i'it.n. ivi'li rff.T-lirff tO an azis. b • |«*M <3
' '-ated, Hs moowal ot (
-It. the point Im
^ fcMkm,!
■i»av-
If B' = I
bCHly, i - 2,>c< > — iu uiuiucut ktL Laerllu, uuU i; = iu I
/ = Wk* - Si«i«; it
= t«/-^=t
The mompnt of Inertia = the weight x ff "fthe rwllMirfO
To flmj fh>; ra-Jius of gynititm divide i a couiitaiaMH
of eijii.'il siiinll jjarts— tlie nmr.! iiunuT- nearlj eiaelB
Hull,- tlifii tftkt- the iiieaii uf nil the M|uint-,.,i i hp dhstAlMMCf ■
from tlie iivisfif rev.tlulioii, and find tlie »4uare niot uf th« BMO I
f.)r, If the iiionx-Dt nf Inertia i< known, divl.ie it by the i»-?i{lit i
the nqiinre rout. Fur miliiifl uf Byration uf an area, as a cr
Iteain, divide the laoment of inertia of the area by the area I
square ront.
The rudUiM i»f (nrallon Is the leajtt piioi- ' '
the centre (if (truvity. This miiilinuin r
of gyralUiu. If we denot* it by i mid
We nave for the live coHea givcu under llir .len
the foiluwlne v&liiog :
•>— iTiS
(1> Rod.aziiiperueD.to I t, ,
'/^ ^v?+-^
(S) Olreular plate, azb >»,_-,
In itH plane, J « = g.
r+*.
(t) CIreular plate, Aiif
perpon. to plane,
(4) Circular rini;, axis I .
p«rpnn. to plane, f '
I'm (u J
I
vi^
>F OSCTLLATION AND OF PETICUSSION". 431
l*dll orG)rrat1on and Sqnaren of Radii of
Oyration.
ot KyratioD of i!«ctions of columus, see poffe 349.)
ror Solid.
.xiaat its bnse
•■ iiiiil-heighl
I ajcis at end
C " uiicl-leD^h..
n:
«teiTed to axis ia...
mttth I, bnKe b, axis |
ilil-hreadtli (
je:
A', ax Is inld-l(mgth . .
" tabe: sides 6, h, I
t.rjSiAmJi,ax. diam.
kmg. h, h\ axis diara.
rllnder: le^riKth }, I
I inid-lengtli. <,
olid wheel of tini- 1
or cylinder of any }-
to axis of cyl )
nder, or tiat ring:
, outer aud iiiuer
loDgltudliial axis;
iengtb
axig itn diameter. . .
■ia, longitiid'l axis..
I, Axis Itvcfiiti-e
" " diom
Bxi<; iudiain
orial radius r, re- I
[i8<i. r
rad. of base, rev. (
t
te% o, 6, c; revolv- (
)
lldii S, r, revolving {
I
rmdiug r
id. of base, rev. Ca I
Rad. of Oyratiou.
.srr3/»
.5773/
.*886(
.5T7 f fcS+eS
.089 i'il' + i."
.sag {/W+h^
.408/1
.r!SBIi
./a+3/>
r h + 'b
%>■
M »■',»+/.'»
.289 Vi«-f ai«
.Wflr
.889 ^'P + a(H' + l■i')
.289 \f + tilf
Hkitiniv of It.
of (lyrulion.
1/1 4(»
4(« + M
i-'
(ft'4.;i'9)-(-ii
?.' + «
13 ■ V» 4- fr
J4r» = /i>HHl«
t/i» + 'i'»)-«-lB
«^ 4
Mr*
fj ;^ + r»
Is"*" 4~^
/» , R»
*
r.+
s
^r«
8,.'5i-»
2,31'
hi -t- <•'
3 fl' - »«
6 K> - t»
0.3i«
>ir OSriLLATION AND OF PKBCUSSIOIV.
■cf llatloni—If a body osclllntt; about a flxvd liorizontni
tbrougb itM centre of gravity, there in a point in (tie llnt<
autre of gravity perpeniliciilar to tlie axis uhose luolinn
; would IHS If tho wliole iiia.'vs were civUected at iliat point
Ibrate as a pendulum about tlie llxed axis. This point is
of nj^cilliition.
or Onrlllatton, or distance of the centre of ORclllnlion
' ■■■ ■■ inn ^ the isqiiare of the radius of gyrntion H-i
• ity from the point of atispenHiou or axin I ■ ■
uspeiiEiun are C"nvpriible.
r. •■! ui'iimm thill barorcjilndpr, besiitq^
'« M ao axis, the centre o/^oscfUatioi) is M
{
I
I
I
422
MECHANICS.
Ihe rod from the axis. If Ihe poiiil of miKpeiiiiioii ,_
ih« end, the cenlra of rasclllalion i» sluo ri % the length from rlwD
Ik, it iHat che ni her end. tii bolb vaio^s ilie oscillaliiui nrill be ii«rtnf
the NBint' timi*. If th«» point nf sHspcnsimi Is ftf Ilie ceiitn? of grn
length of the equivalent ^^ilIlple peniliiliiiii iir itiflnUe, and thKrefore(
of vibrHtioii iis Infliiite.
For & sphere suspended by a cord, >■ = raditiR, h = dii<t»nc«<
motion frotn the; cvnti'e of Ihe sphere, h' ^ diatAiice of centre I
from centre of the gphere, i zi radius of o«cillatton = A + A'
If the sphere vibrate about an axis tan^nt to its surface, h :
+ S/Sr. If ft = lOr, J = 10r+ ^■
lyenRths of the radius of oHciDation of a few reR-nlar plane III
plates, iiuspended by the vertex or upperiuosi puint.
iRt. When the vibrations are rtntwlso, or per(>endicii1nr to ill
fljniro:
In an l.soaoeles triangle the radiua of oscillation Is equal Uifii
of Ihe trianfcle.
Ill a ijiicie. a. of the diameter.
In a narabiila, 5/7 of the height.
M. When the viliratio
tiojTR are eilirewlBe, or in the plane of the I
In aclrole the radius <if (jticillaiion in 9i of the d la metier.
In a rectAngle gogpended lif <'ne ani;le, % of the diatT'^inal,
In a pm-abola, «u8peiided by tlie vertex, 5/7 of the height, ]
parameter.
In B parnbnla. siiRpeiide<l by the middle of the bnstf, 4/! of Ita
J4 I lie painmeter.
Centre of P«rruaalon.— The centre of percussion nf • hndy
luK about a li.xed u.tis is the puint at which, if a binu' Is slriu-k bf l!
the peivUH-iive aclliin in the same as if ilie whole mass of the boily «
cenlrated at the poim, Thlx point ix i<lentical with tlie centre of id
THK PENDfrLVm.
A body of any form siispemfed from ii fixed nxis aboui whicii II '
liy the force of (fravity \» calieii a rompoun'f pfurlnlnni. Tin- iJi
concentrated ai the i.-entre of osdllntion .■iiiSppndi.fl frtirn ■' - — ' ■
l.>en«ion liyft KtiinK nitliout weiiiht, (» called ii miiiitir }>rn
valent Khiiple pendiduiii has the same weight hh the vn
Ihe name inoiiieiit of inertin, referred In an axix imlssIii^
of siwpeniil'iTi. and It ot<cillHte« In the same line.
Theonlinar|' pendulum of a given length vilii-ntes In equal IM
anntle of the viljralionsdoea not exceed J ur Silegne '
aide of the vertical. This pn)|H?rty of a pemluhuii i
The lime of vtbiailon of a pendulum varies •lire, i |[|
the length, ami Inversely a» the square niot of the ;i»
ity at tlie given lalilUile and elevatiiMi nlxive Ibeeiii-th'H suifn'
If r = the lime of Tibralioii, i
A.
length of Ihe simple peiidullj
it
eration = HiAIL T= w t/ -; since * UooimtanC, Tk -^. At I
tlon g IB constant and r<ic \1, If I bn coDRiant, then for I
T«c — . If jTiie constant, !}T* = »'/; i x ff; it =
From I
the force of graritv at any place ina.v be deterininett if ihe lro|
Riinple pendulum, vibrating Recniid», ni iliut plac» Im known. At 1
this length i* MS.IOIT incheH = .<l 3.v(s ft . wlieoce » = ttttb fi. A( U
length it> 30.1303 Inches. Al the equator 39:0131 or au.OISK Itiohm. i
to dlireront authorltie-<.
Be of TlUratioa of a pendulum of a given length st New Tt
Srrt, ACCELERATtON, FALLING BODIES. 423
IrthrAtlon of a pendulum may l>e varied by th«i addition nt a
IDint above Ihe ceutrn of sii.spensinii, wlifeli coiititpract« th^
»nd leiiirllu'nH Hie iwriod of vlln-aliori. By varjiim tlie bfi^lll
|r«iKht the time iK vai'Je<l
rei);ht nf tlic upper bob of a c«iitpoun<1 pcndiiliiiii. vibialin^
tlic n'<-ii.-ht of Ihe lower bob, aod the distances uf the weighta
i of suspviuUou are Riven:
(98.1 + 0)- p.
(33.1 +d)+cP
pTit of tlie lower bob. to = tliif welg-ht of thp upp<T bob; 0 =
tlie lower h<ih and d = the distauee of ibe ujjper liob fioiii
sftennion, in indies
itis of a «eci>iiil hoh. short pendulums may be constructed to
Iv ao longer peaduiutns.
ic or rf until ihe lower weiehl is entirely coiinierl slaiiced,
Bim
mt.iiiii iiiiiy 1)1^ ciiade iiinidle.
■■endDluin.— A weifflit suspended liy a eard nnd rfrdlving
spot'J ill till" circuraferenee of a circular houz^mnl plane
1 1 , tli<- di<<tance of the plane below the poisit of MiBpension be-
I equilibrium by three lorcei* — tiie tension in ihe cord. Ihf **eii»
vhich lenriH to increase the mdiiis r. and the fon-e of Rravity
rard. If V = tlie velocity iu feet |ier secotidl. iii»* i entre of
Hrelght, aH It describe« the ctrcurtiference. ;/ = S- 111. and r
|0 iu feet, the liiue in aecondD uf |)errornilnj; one L-evulutiun is
.=.»^ = 8.|/J; )i = S = .«»«..
Bid, h = .8148 fool = fl.rrs ladiea.
! of the conical peixiiiluni is used in the Ckrdiusry By-ball
team-engineu. (See Governore.)
CBNTRIPUGAL FORCE,
vine in a curved path of radius — B in feet exerts a force,
ifSaX force, f", upon the nriii or cord ivhicti reKirHina It from
ralKlit line, or ••tiyln<;o/T at a tanKeni-." If ir = weiulit of
iuU'Ib. iV — niiinl>er of rev»'iuil'in« per rniinitc. v— linear
centre of gravity of itie body, in fe^^t per Gucond, g = 3'I.IS,
TFiH H-P» Win^RX^WRX^ nnm.)nii->7W itw
pB = ^UHH = mm = "aisr = -""""Off «^ "»*
!r of revolulioni per Beeoml, F = l.iiT6 WJTii',
force III fly-wheels, see Kly-wheels.)
nrVf AC'CGIiEBATION, FAIiMNG RODIES.
I the rate of inolioa, or the distance passed over liy a bo<iy In
In feet passed over in ( seconds, and i; = velocity In feet per
reiocHy IS uiiifurni,
• • A *
V=j; . = r/: f = ^.
jr T«rie« uiiifonnly, the mean velocity v, = '"^ *. in whiuh
y at tlw beginning and t'| the Telocity at the end of the tJuie t,
. = H^'« (1)
_ a (s the change In velocity wliicli IhIcck place in a unit of
uccrleratlon =«= I foot per geonnd in hub — ^ •- iTi^f
\ag velocity, tlie acceleration l.s a couscani (\,\
-': *^ = *■'!+ "t; tj = I', - of; t = ^
KSCBAXICaL
I
U il«e tMMlr tfArt from real, V, sQ;tlw«
vt=~; e» = Sp»; o=»^; Pi ^ at; r, -•{■•: l«'
OaaMUng (t) and (3), we hay*
If r, = 0. . = ^1.
Bet«rded JIf otlon*— If the body start witli a i*luu<| (t i
rwt, rj = 0; (beik « = ~t.
la any caae. if (lie cbaoge in Telociijr is v.
Fur a body atarting from or ending at rest, we h»*« tka i
FsllInK Bodlew.- In the C8<w of fnlllnir bodM ibe i
to ({"'*"> 1*3-10 f«-t pt?rs«H'«iti'l ill oiii" »«^-ijiiil. = y ■T1iri>rft4
acquirt^ at tlie end uf I M*coii(tH, or final velocity, mqJ h = I
in leot pawed over iii tli« lutne lime,
o s 0( = 8a.l« = t'^. = 8.08 ih = -Ji
I. O'* i«»u< "' ** **.
j/ -Sa-lB ~y {/ ""4 01 ~ tr'
M = sp«oe fallen III. ■ ■' Tr' * *-'•
Value of (».— Tli« viilm- of j; 1 i
Willi ilweleral ion. At il<e luaiii<l>
till- m-a-lcvBl, Evpi-elt jfivex p = Si.llU - .tK<J cus :J ii( - .lM.U-3 >-»{«
f(<-l. At I'nris, (at. ifi' .'.■)' v., 17 - "- n.T .''ti — .TM8I ft, J
Vnllieis nf V^, calculated l>y an pquatlnn i^vr-Q hy C, ft. Pitnc. HCW
in a inMe in Smiili's Hydmuliu*, fr wlil<-li wo liiici* Hit; fallciwiaf:'. J
Lallliide 0« 10° «» 30* «>• »!• ■
Voliimf VjT/.. Spoils 8.0118 ftOlW 8.0105 8.0M* 8.W0 li
Tint valii>- of f'^t; ducreasea about .0U04 for every 1000 fei*! IseriaMid
Viil Ion nliove the sea level I
Vur all ordinary calculations for the Uidicd States, 0 l-> generally tiM
84 16, onrt f ?3 at 8.02. In Ensrland a ^ W.I, I'*? = H.iiss. l>rac(lMll|
lOK values of y for tbe Dnit«d ijiateoi accunJiuf; to Plvrcv, are :
Latitude 49° at !wa-1eve] g^tL\M
i25° 10,000 feet ahovn the Noa. u ^ J.'IW
From (he above rnriiiuin for fallhi); Iwidieu wr ohfnln ihr '■
Iliii'JMK the fli'gt 8i>ci>ntl lliu hndy Kinrtjne fruDi a olaie nr
Of tliealr ueKk-oltd) falla y -+- !> = lO.Ue feet; llie sit-cinlivil > _
Bit to ft. per sec. ; the distance falleo In two seuonds is /t = -^ = 1(«( >|
l.ttfttnnd the noqtilred velocity Ui' = p/ ~ 01.33 ft. The OMvlrradd
ilU'ieaxe (If volix'liv in i-ik-Ii M-Oiml, iscuiistanl. nml IsSllOfl. |irr «r. )
ug Die c<)iii.llonH tor dinen-nl tlnieM, we flnil liir
B«'ri>1»l«, I ., 1 I » 4 J
<« •.•l.'i«ll..ji, « S-MI XI I I It
I'liieliy iieqiilrrdatpndortlme, v.... n.lO X 1 t S 4 >
iiflituf fall iniiai!h fwMJOud, u... . iLl? y | Si T I
Iii-iVM ofJM^^ ^^ V. \ 4 V t« S
r, ACCELERATION, FALLIKQ BODIES.
etc., ot A body (tvUlo( (or
1 1
4 3 4
^.igrapliically Mie velocity, space,
iTflrticallltioattlielMftlB fc «
ftiidfi, lli«' hc'i'lziitilal liuPH
Uf the acmilrrd vrlivitie*
|ch !t<>cuDu. The urea of
(le at Uie top rciirfHents
in tkrouft ■ iu ilie first
16.06 fei-t.niid each of \Uc.
is an equa. space. 1'he
gleg between ejich pair of
repiTisents the height of 9 5 0 S"
Sond, and the iiiiriib>t-r of
HI ativ hoi'IziHitaJ Hue and
ola\ helgbt fallen diirhig IQ 7 & 4"
figures under h, u. and v
jt are to be niiiUiplml by
tli« actual velocliies and 25 9 10 5'
{iren tliiieii.
Dd Linear Velocity
Ody.— Let r = ruiliii»i of u 3fl ]] 18 G"
feet. « = hutiibfer of revo-
bte, i; = Une.ar velocity of
lircuiilfereDOu in feet per secoDd,
KlO. 85.
and 60o k velocity in feet
2irru
' BO '
60t' = S-rni.
elly la a term use<l to deiinte the nngle tlirmiKlJ wlilc-li any
ly lurns Iu a secuiid, or ihe nite at uhii'li nay point in it>
iMiial to tinity is inovlhe. expresswd in feel pi-r "nei-iiiiiJ. The
Telocity IR the angle wbich at a dlKlancu = rndins from thn
IHtl
tided by an arc eqiud to the radiu». Tlila unit angle = —
; 8v X B7.S° = 360', or the circuinfeieiice. It A = aDKular
p - r 00 •
^rroapondtne to a Given Acquired Telocity.
>i
■&
>^
>,
*»
*|
*i
1
"u
O
1
K
>
CC
1*
K
k
K
t*
feet
feet
feet
feet
tuet.
feet
feet.
feet
I) KI'C.
p.HfC.
p. sec.
p . see;
a.Oii
M
17.0
.%
47.0
70
8U.H
97
3.0^1
86
19.0
r>o
48.8
77
OS. Si
08
a.4o
:«I
•X.I
57
SO.B
78
•MM
90
898
87
•JI.3
fH
M.a
7fl
07,11
HX)
4.49'
SH
■?.> 4
St>
Ml
80
w r.
IWi
n.m
•,)9
'.'.3.U
GO
Ett.l)
81
102 0
no
.5.01
40
v'(,l)
61
ft7.!t
8'j
in.|.s.
11. -i
B.ai
41
ail
a-i
W.H
f:i
107.1
!»
6.8B
4i
\r,.i
63
BI.7
H4
I0!i.7
13tt
7. en
48
l!«.7
(It
(W.-
a%
ua !i
MO
8. til
44
SO.l
n^
05.7
8«
115.0
150
8 01
45
81.4
116
67.7
H7
HI .7
K5
0.71
40
3-J 1>
«7
Oil H
es
l-JO 4
V'OO
10. R
47
H\ .1
1)8
71 SI
80
l'.':t.-J
WIO
11. «
4K
.^^..H
110
74.0
tm
1'.^ 0
4(.iO
n.i
40
:iT.a
70
7B.J
91
li»i.7
r.00
18.1
60
3S.U
71
7S.4
•J-.'
lai 0
uuo
HO
Rl
IU.4
7a
80.6
9.1
1.^1.6
700
11. y
b-i
■IC (1
78
82.9
fl4
1.17.4
800
JS.O
M
48.7
74
85 1
9.-.
U0.8
f*"—
le.fl
^/
45. a
75
87.6
90
,H3.*
i 1
J
lUT j
n
feet.
146
148
153
15S
171
188
eoe
824
aoa
904
SGO
47«
6'?i
13IW
'Hi
1 426
MECHANICS. '^^W
' FrIHiie Bodlea i VaIocIIjt Acquired by m Body nR
Given Helelx.
i
s
>,
£
b
i !
£■
.a
i
2
M
1
M
1
M
1
u '
1
Ui
1
c
p^
"S
"£'
X '
•7*
"ij
m
>
a
feet.
n '
^
a
I
&
■ feet..
feet
[eet.
leet
fwt
feet. '"^^
feet.
feet
feet.
p. nee.
p.*ec.
B s«;
V.atx
p sec.
1 .009
.57
.39
5.01
1 20
8.79
5.
17.9
23.
3S.5
n
* .010
.80
.•10
6.07
1.S2
8.87
2
18.:J
.5
38. B
7«
.CIS
.08
.41
5.14
1.24
8.91
■ 4
18.7
SI.
3»3
74
.ceo
1.1»
.43
5.30
1 .26 S 01 1
.6
19.0
.5
39.7
71
.oa
1.47
.43
5.26
1 as
9.08
.8
19. .1
S5
40.1
7«
oao
1.39
.44
s.fia
1.3«t
9.15
B.
10.7
26
40.9
77
.0.16
l.SO
.45
5.:j«
t.:e
9 21
o
20 (I
27
41.7
7S
.010
1.00
.40
5.44
iM
9.29
.*
20. 1
28
42.5
19
.045
1.70
.47
5.50
1.36
9 iki
.6
20 6
29
43 2
i*
.oso
1.79
.48
5.56
l.JtS
9.43
.8
iO.9
80
43.9
81
.oes
1.88
.49
5.61
1.40
s.4al
1.
21 .2
St
44 7
82
.u«o
1.B7
.50
5.67
1.4*
9.57
2
21.5
82
45.4
»
.065
a.04
.51
5.73
l.«
e 62
'.i
21.8
33
40 1
B4
.070
S.12
.ea
5.78
1.4U
0 70
.6
22.:
S4
46 8
tta
.075
2.90
.ss
5.84
1. 48
9.77
.8
22-4
SB
47.4
B6
.080
«.87
.54
5.00
1.60
9.82
8.
22.7
88
48.1
XT
_ .085
2.84
.55
5.95
1.52
S.».l
.2
23.0
37
48 8
*»
ft .OUO
3.41
.56
6.U0
1-M
D.W
.4
■■i9.3
88
49.4
i9
■ .(»a
3.4T
.5-
6.06
1.56
lU.O
.6
2:1.. -i
39
BO.l
u
m .100
2.51
.56
6.11
1 5R
10,1
.8
23.8
40
60.7
81
.105
2.60
.59
6.16
l.UO
10.2
9.
24 1
41
61.4
e
.110
2.C6
.SO
6.S1
1.6fi
10.3
.2
24.3
42
62.0
113
.116
a.T?
.&i
6.8-2
1.70
10.5
.4
24 6
43
62. C
M
.120
2.78 '
M
6.42
l.7r.
10.8
.6
21.8
-14
5;i2
«5
.la
a.B4 [
.66
6.52
1 m
10.8
.8
2i.l
45
53. (i
«i
.IW
8.89
.68
6.61
1.90
11. 1
10.
25.4
46
54.4
97
.14
3.00
.70
6.71
s.
11.4
.5
20.0
47
55.0
93
.IB
3 11
.7-J
6.81
a.!
11.7
11.
26.6
48
55.6
99
.10
s.ai
.74
6.90
2.2
11.9
.5
27.2
49
£«.l
lOO
-17
3. St
.76
699
23
122
12.
27.8
50
.'>6.7
135
■ 18
3.40
.78
7.09
2.4
12.4
.5
28.4
£1
£7.3
ISO
.1»
».M
.'»
7.18
a. 5
12.6
13.
98.9
62
57.8
175
.20
.•J.59
.sa
7.28
2.8
12 0
.5
29 5
53
f.8.4
aw
.81
a.L8
.81
7.36
2.7
13 2
14.
30 0
M
60.0
SS5
.Si!
3.78
.86
7.44
2.8
13.4
.5
a'J.5
65
59.5
H0
.28
3.86
.88
7.59
2.9
18,7
15.
31.1
66
6O.0
«75
.84
3.93
.90
7.B1
s.
13 9
.5
31.6
67
606
*2
.85
4.01
.ftf
7.69
S.l
14.1
16.
32.1
58
61.1
850
L .26
4. OB
.84
7.78
8.2
!4.3
.5
32. e
69
6m;
*o
I .27
4.17
.96
7.86
8.3
14.5
17.
&).!
60
62.)
430
f .28
4 25
.98
7.94
B.4
14.8
.5
33.6
61
62.7
m
.29
4.S8
1.00
B.oa
3-5
15. 0
IS.
34.0
■12
6C.2
5S0
.80
4.38
l.O'J
8.10
3.8
15.2
5
3i.5
ta
63.7
too
.!»
4.47
1.04
8,18
8 7
15.4
19.
36.0
64
M.2
TdO
.32
4.54
l.ec
8.26
3.R
tft.6
.5
86.4
65
64.7
900
.38
4.61
1.08
8.34
3.B
15 8
».
4'.. 9
66
65.S
900
.34
4.68
i.in
8 41
4.
10. 0
.5
36.3
67
65.;
lUOO
.35
4.74
1.12
8.49
.2
10.4
M.
88.8
68
66 1
3,100
.86
4.81
1.14
8 87
.4
16. 8
.5
87.2
69
86. 6
WW
.87
4.88
1.16
8.64
.6
17.2
S.
87.6
70
67.1
UXM
1 ■"
4.W
1.18
8.72
.8
17.8
.5
S8.1
71
67.6
iOOO
w
fmn
aad im
illelojcrani of Velocltli
jliiUoii of forofH may a\riO >
oioriHj
n givtiii iutei-Tala at lUue.
mt 0 bat
B d force applied to it w^>
ted by O^ per aecond.a
iVptVBea
*
^.
VELOCITY, ACCELERATION, PALLING BODIES. 4
13H
Klo. 00.
r force which ardOK alnne would grire It a ▼rl<wil}' OP per luH^orHli,
tiltuf tilt* two forces ootiii^ together for one Bf^Miiiil will carry it to
' lifiiir tbe liiiittOHul of tlie par«lleli>grttMi nf <><^ ftinJ Of. iinil the
fcaiicrfliidty. If the two cotiip.iUf nl veHiclliKs are iinlforir). tim ii^iilt.
I »ai bn iinKorm and the liDf OH will b« a slraieht linr; l>iit If rilhir
I n-Kliv is a vHryinu ouc. tinf liuc will be a ourre. tie. W shoim tbe
"UltAiii thI icititHj^ ftisii the |»aih iravtTFed
I irolr »et<<d 0!i by two foiLts. mie of
iwouU carry It at a uiiiforiii »»• locity
Mnlerralh 1, ■.'. 3. B. BOil ihf ntluT of
I would L'urry it by an arci'lerali-il njrv.
WW tlie intf rvaU ir. 6, c. /' in tde xaine
At Hw end oif iht< reKi«-cll»<- iultr-
iliod.vwill be found ftl. C,. C, Tj. C.
t mean velocltv diiriiii; • acli >ni«;rvnl
. wenljsj by tlie distatni's between
Ipiiiils. Such a eiirv«i palU is trav-
I >>;a tliot, the iiiiiiflliiiK force fnini
1 giviric it a uiiifiiriii velot-ity In the
too the giin is aimed, and gravity i^iv-
l Au scct^ierateii veloL-ity downward,
Mhiifiijnnji'clile ift n finralxilit. Tlie
IC' It will Lrarel in greatest wliea its initial direction is at an aiif^ln 4&*
ItiKlioriioniHl.
■» Force or Acceleration. — 77iem(t/i« of alKwIy, nr tlietjuatiiity
Uerli^jDiniiig, ii^acuDstaiit quantity, while (he weli;litvarleHH<<cordini;
•uriation in the force of gravity at different plaoeH. If <] — ilie uoc«ler-
pJnelO gravity, and u> = weight, Ihmi the mass m = — ,io= tug. Weight
""M tlie resultant of the forre (rf jfntvity on Ihe partleleg of a hody,
JuuuHf be measured by a pprinR bnlnnVe, "t \iy the exieoslon or
^kJ rod of metal loaded with the given w elKlit.
' Mt bren defined as tbtit ulilch rBiisesi, nr teiidn lo cause, or to
tnolion. It may al^o be di-fined (Kennedy's Meclmnii's of Ma-
' M tbe cause of acceleraiiun; and the unit of foroe sa ihu force
' to produce unit ac<releration in a unit of free niasfi.
*,^liinl,* ilie prwliict of the niiiKs by the acoelerfttion, or/ = \»fi.
^Y = y\'f ^v\'vn\f tiKt\\i\r^'m the time f, ^/ = mv\ f= mti + f; Ihe
itJunt»in(junifonn.
•KrcB ri<<)iiired to produce an aco«leratiOD of g Uhat is, 3J.18 ft. per
"Wieoondls/ = 1113 = — g = ur, or the weiglit of Ihe body. Also,
t '
in which r.
'Wthe tjeglnning of the time t, Bnd/= mg =
s tbe rel(x;ily nt the end, and t'l the
W (»- — I'.l w
— s -= — (i:
f • "r, Ihu force required to Rive anj* acceleration to a body is to the
♦ of lh« bod^r aa that acceleration is lo the nceelerallon produced b;
(Tbe weiifht w is the weiKht where ij i» mensured.V
TJ!— Teuiilon in a curd lifting a vvwiirlit. A weight of IPO lh«. is
Ihally by a cord a. dlptanie i^f .*! feet in J ^eeotnlfi, tin- velocity
, f iocreasing from 0 to the pfid t,t Ihe lime. IVIiat Itn^inn must be
*e(l b tbe cord! Mean velooitv = r, = 30 ft. per nee; final velocity
'i=40;accele'T\tiona = — = - —V\. Forou / = ni 'i = ■ — =TriiX
_ ' t A fJ 3-I0
l^'l.lllis. This Is the force required to praluce Ihe acceleration only;
Lj^H't be added the force required to lift the weight without accelera-
■ j5»r!(».1|i,s., niakiust a total of 181.1 lbs.
***Rttiit,inct to Accrterntioti i« the subie an the force required to pi
"de accalerstloo ^ — — p-^.
(/ r
'^^ul^ for Aeceleratfd iWotlon. — For cases ot \n>\loTmVj
'"■"UttJ m.,i)oa atlier thai, iliose of iiiltin^ bodies, we have iVto tonaviSab
g t • " 'J'^ bo«ly "tarts from rest, «» =» 'J***
-m
mASii
= V, aDd/= - j, /</' =• wv.
Vtituting for n itK kalue 3-.M0, ire ulitnia
1IECHAK1CS.
We also have i =
TiaiL^
h
/=-
Ml = i- = — ^:
tPT' 16.0e/»« _ «rt
64.34^ ~ to ~ 8 •
...„^/§.i
«.i6/ ~ 4.01 y /
For any change in reloclly/- ""C bJ^T*"/*
(Sre also Work of Acceleration, under Work.)
f notion ou Inclined Plane*.— Tbe velocity nc<|iiii>Ni hy«|
drM.'<;udin^' au iucliu«<l plane by lUv forct.- of K'STliy
t-qnal lo that ncqiiired by a bo(iy falling frii^ly from t ■
'I'lie I iities of descent do^n clilTeicot iuclJne<l plaue-
^fui'V tm the letitfih of the plauvs.
'I'lie rules for uDiformly acceleroted motion apply to Inclined {
1 llie nnglc of tli(< plane with the liorizoDCal, giu u =. lite ratio i
the Iwrgtb — --. and the c<^natant accelerating forcn la g alo Ot]
•eliiolty at ilie end of t seconds Is r = gt gin o. Tlie distaooe |
1 seconds isl = yi gt* sin a. The time of deaiceat Is
nomETtTvm, tis-viva.
Itonientnm, or quantity of inoiion hi a body, bi the protfoetd
TV
by ilie Vfliicily at any luslanl — iwr = --«.
I Since tlie movirs torw = prodiici of Mia.<« by acotleroilou. /;
Ftlip velocity nc<|ulreil in I seconds = r, orri = 1' ^ ~ ~r ' /' = '
thn piiuhict of a constant force iiiUi the time In which It acta «
ivRlly Ilie nionientiim.
Since/* = mv, If ( = 1 second mu r- /, whence moii
llnwl ns nnnierically equivalent to Ilie nuinln'rof (h'm
W"'|iii nnivinp imdy in 1 second, or the aunil>or of ji
tetlnir during I »eciind will irlve it the trlven v~"locity.
VI»"Vl¥a, or living force, is a term used by eiirly wrilern onj
Eto ilei uLc (he energy stoivd In a niuving body. 8oui« drfliicd It i
JucI of the maps into the njunre of ibe velocity, nic', -
bnlf «( I hlK quantity or Wiir>, orllie same as wliat is now'knov
Ilie tnno Is now pracilcally obsolete, its place being takan
■uvrxy.
WOBK, ENEBGV, POWBR.
Work is the OvercoinliiR of re.<iistaiioe Ihroiigfa ii certuin ill»<^
mensuied by Ilie pt<Mlin-t uf Elie resiMiiin"'' intn tli»- *it,v, ,. ihr
JB overcouie, li i^
tlie distance lhr<'
'Tliii^ 111 lifnii. a ;,
hvagl.
1 1.
•iisure«, is lh«i /rnt-l
<ii>ui); a vi^^>isur« or welKllt
WORK, EKKRGV, POWER. i'.'D
fp«!rfonB(fd by a piHton in driving a fliiM bofore il, or by a Hui(
piston before it, may be exprcswd in eitlicr of lli« rollowiq
Basistauce X distance travere&d
= iijlenRity iif pi-«isure X area x distance traversed ;
=r intensity of pressure X volume traverswrl.
irort performed in liftini; n body is the product of tlie weight nf tl;
Ito the beielit throi](.'h wlilcli Us cenlre of gravity is lifted. ,
iiacbiiie lifls tlie L»eiitres of pravity of several l>rKiics at onet- to hrJKblC
the same or diUereiit. tlie wliole quantity of worli performed in itfi
I the sum of tiie Gevenil protliiels of the wi'ii.'litH ami lielt;lits i hiit|
lautity can also be eoin[iiite<l by iniiltiplylniy; llie Miin >>f nil lliQ
» into the height through which their coinuion centre of gravity '
(Rankine.)
rer is the mte at which work !g done, and lit expivstgeii by the <)ii<l
Ihe^ work divided by the time in which It is done, or by units of worl
ond, per ndnule, etc., a.s foot-pounds |ier seeond. The nujxt conitnoill
I*>wer i« tl»e /ior.sc-7ioti-er. established by Jaine.»* Walt as tlie power'
r Ixmdon drauijlit fiorse to do work duHtiE a short interval, and us«
to mmisure the power of his steani-etieim-s. This tinit is as.OfrO foo|<
per minute = 550 foot-pounds persieeond = 1,0811,000 fout-puunds pa
ExpreiAlons for Force, ^HTork, Power, «tc.
untlainentnl conceptlous lu Dyiinniics are ;
•e, Xlme, Space, represented by the letters F, T, S.
lelty = space divided by time, V= ^, if Fie uniform.
•It = product of force Into spacu = Fii =r >r = FVT. ( F'unlfortn.)
rmr = rate of work = work divided l>y time = — = P = product of
ito velocity = FV. ■
r ozerted for a certain time prodtices work; PT = FS =» FVT = IV. 1
rC is a name applied to a force whicli acts on a body in tlie dlreclioir
lOtloil.
|atan«e U that widoh is opposed to a movinji^ force. It is equal and
e force.
«e-power HonrM, an expres.ston for work measured a« the
t of a power Into the time during which it {tct? = PT. SonietilueB it
umniation of a variable power for a given time, or the average power
ff*il by the time.
reft or stored work, is tlie capacity for performing work. It is
•ed Uy the ."^ame unit an work, tlial is, in foot-poundst. It may boj
poienfi'of. as in the eaiie of a body of water Klored In a reservoir^,
i of doinit work by means of a water-wheel, or achiiil. sometime
Wat'<«, which 13 tlie energy of a movlne body. Potential energy
■ed by the product of the weiplit of the stored l>o<ly into the distance
h which it i» cupalil** of aetini.'. or by Ihe product of itie pi essure il
Into the distance through wliieb that pte,sstn-e is en.|udjle of acting, j
lal energy may also exist as storel heat, or as sinred elu^inical energy, J
'H'l. eunpowiier, ete., or on electrical energy, the measure of thessl
■ ',, -^ - fii,. amount ot wovk that they are eapnbV of perforitiing.
r II moviirgbody is I he work which il is I'Bpaliie of f>or forming
ling reaistance before being liroughl, lo rest, and is equal to
must be done oiv>n it to bring it from a state of rest to its
■f actual energy is the product of the wel^rht r.f the body
r- i,.-.i;hi from which it must fall to ac<)iilre Its acltial velocity. 1ft' =
ueity in feet per second, according to the principle of failing bodies.
mi^t due to the velocity = — , and if le =: the weight, the energy =
■A. As tbeqnontlty — Is called Ihe mass s hi, energy id equal to In
■ s(]uareof the velocity = l^wn;'. Since c|ni|^lslliecapa''li
.ork, the units of work and energy a(||^||H||B(, Of F8^
- - » wh, Knergy exerted = work done.
t is ,
ba^
nef^H
' la^
430 MECHANICS.
The actual eaergy of a, rotatitiK body whose an^lar *ek
moment o{ inerila Siii' = / iii -;.- , that is, the product of tht
2g
loertia into the height due to the velocity. A, of a, point wboM <
the axis of rotation Is unity; or It is equal to — — , in which ivi
the hoilv and v Is t)if vplocity of the centre of gyration.
Work or Acecleratlon. -The work done in ^vini; accrlfn
body is equal lo the product of the force producin)? the BL-ct^len>Ui
Che regmtaiice toacceleraiion, into the distance moved in n given tin
force, as already stated equals the product of the luass into the ace*
or/= ma s^ ^-r — -'• U the distance traversed in the time li
ff »
, , w «, — «i
woric = fM = 2-T — a
If t
ExjMptjtt.— <Vhat worlc is required to move a body welKhlne
zonrally a di^^tance of 80 ft. iu 4 seconda, the velocity uiilfortnt
friction neglected f
Mean velocity u, = 20 ft. per second; final velueity = u, = Sir,
Telocity r, = 0; acceleration, a — -*-j — '- = — = 10; force =
10=81.1 Ibs.jdist-anceBOft.; work = /» = 3t.l X SO = 3488 foot:
The energy stored in the l>ody moving at the tlual velocity,
second ia
Hmv* = --«. = ^3^^^ = i!*« foot-pound.,
which equals the work of acceleration,
/•• - !^ ?!. - !f. !^ !^/ - * !f.,. 1
■''- g t g t 'i'-'s j,^"
If a bodrof the welgfht W falls from a heli^rht H, the worlc of
Is simply WH, or the same as the work required to raise th<
same height.
Work of Accelerated Rotation.— T^t A — an^dar
solid t>ody rolatiiiK about an Hxis, timt is. the velocity of a p|
radius is unity. Then the velocity nf a particle whose railinii fl
If the aiieidar velocity is accelerated from A, to A«, Ihe lot
velocity of the particle la c, — u, = t(Ai - Jj), and the work of
it (s
g^ i - a a
lo which IS is the veifcht of the particle.
The work of acceleration of tlie whole body is
I t
X 2ror».
The term Sxr' is the moment of inertia of th>* l)0<lv
"Force oftbe Blow" of a Steam Hammer or O
Ills Weight.— The question Ih orit-ii B!<l<ril: "With nliat
fallinK hammer strike?" The question cuunot lie auiswuied
it IS hosed upon a misconception or Ignorance of (\>'^'*'"'--"<<t,
laws. The enero'. or capacity of doing work, of h
height and ImI fall cannot he expressed in pounds. -
pounds, which is the product of the weielit into tli-
It fails, or the product of Its weight, -t- 64. M into tli.-
in feet per second, which It acquires after falling i i
If ^» weight of the body. M its mass, g the Bcctli ...M
S the height of fall, nnd r the velocity at the end of ili« toll, the i
the body just Ijcf.ire stril^ing, is t'S - X^Mv* = H'r' ■*■ •io— HV
which is the genrral equation of eneiiry <>f a mnviin- i....iv ii:
energy of the tKxJy"-'^ ■ '""^-Iget of « force Into «
does when it atrltLt . manirc*lati»n "f n
p/WMed gOiiply I .•,JaU\e oveicouiiUR i'. - --J^
* certain dlstot '(^IF^ *» ^^ v<"'^^^^ ^^ ^^»* *H^
WORK, ENERGT, POWiJB.
431
) distance tbrouKh wbioh it l8 exerted. If a hsmmer weiebiOK
110 ft., its energy is 1000 foot poiiiulii. Before lieing brougiit '0
I do 1000 fooi^pouiids of wdtk against one or more resistances,
(various kiniis. aik-Ii as chat due to motion iitiparted (o tlic body
Uratlon asaiiisi frictloo. or ajrainst resisuince to Blieaniie or
'ation, una cnisiiinK ami heating' of botli t\iv fnlliri); body aautbe
The distance ihrotiKli which these resisting forces act in ^in-
itonniiiate, and theveforv the average of the resisting furce«,
smsflvi-s pfnerally varj' with the diBtance, is also iiideterniiiiate.
et of HoiUem.—H two Inelastic bodies collide, they will move on
IS one maAs, with a common velocity. The momentnni of tiie com-
Bb equal to the Hum of th>> niomenlB of the (no bodie« before im-
Nt and nil are the uia^tfes of the two bodies aiij c, auJ v, their re-
"clties before impact, and v their coiiitnon velocily after Impact,
m, + ni.
moye fa opposite directions i> =- ' ' , '-, or, the Telocity
*^'^ 111, + tllm '
ilastic bodies after impact is equal to itie ali;ehraic sum of their
before impact, divided by the sum of their irinsses.
■eiasiic bodies of equal tiiomentn impinge directly upon one an-
Opposite directions they will be brought to rest.
Of InelaaU c Bodl'ea Caasen a Lona of Enorer, and
equal lu the sum of the energies due to the velocities Tost and
te bodies, respectively.
>ioi,f,' - >i(mi + m,)«» = HHii(«i - ti)' + Hm,(t', — r)».
V is the velocity lost by m, and u - Vj the velocity gained by nt,.
-Let mj = 10, p>4 = 8, w, = lij, u, = 15.
collide tbey wiU come to rest, for » = ^"'^ !! 7 f ^ " = 0.
floes is
■ HSxiaS - H18XO = Ml(X12-0)' + J^<15-0)' = 1690fUIbB.
lues of the energy lost ? Ans. It is used doing internal work
Ibeuis^elves, chan^inc: their shape and heating them.
ffvdii elualic ln>iiies, let e = the elasticity, tlint Ik, the ratio
krce of restitution, or the imernnl force teiidiag to restore the
^txly after it lias lieen com pressed, liears to the force of com pres-
et in I aiifi m, be the niassea, t', and Vj their velocities before iiu-
7,'f,' their velocities after impact: then
I
, _ m,t', + Bt,i>, , mie(t). - t),)
Sl«« are perfectly elastic, their relative velocities before and after
> tbe aame. That is : v,' — v,' = i>, — v,.
> of bodies, the sum of their momenta after impact is tbe
1 of tbeir momenta, before Impact.
TO,Vi' -)- m)V,' = iiiit'i 4" "'lUj.
tration of these and other laws of impact, see Smith's Me*
, Welshacii's Mechanics.
»f Becoll of Ona»,—(.Etio'g. Jan. £3, ISM, p. 79.)
! weight of the gnu and carriage;
he liiaximiim velocity of recoil;
be weif^lit of tile projectile;
be muzzle velocily of the projectile.
I the momentum of the gun and carriage is eqar-' ^er
oiectile, we have HT = icv, or F = itru -t- W
oent by Prof. W. D. Marks, io Nystrom's M4
at thia tonnula ia /a error Is itself erroueotu
433
M^X'HANICS.
Taking the case of a IQ-inch gun nring- a 400-lb. projectile with • I
velocity of 140O r«>et per gcH:oud, the weight of the gua and cmtUi*)
toaa = '19,iitW Jbii., wu lliid Ibe veluvity of recoil =
Now the energy of a body in motion is Wr* ■+- ig.
49,280 X 11*
Tberefore the energy of recoil =
r The energy of the projectile U
ax 33.2
400X1400'
8 X 33.8 '^
19,173,918 foot-peoDte.
Conservation of Energy .—No form of enerjjy can e»w 1
Jliced except l)j' iWe exiwiiditure of some other fni-in, nor niintMht"
ept by being reproduceil in another form. CV'i
norgy In the universe, like the sum totjil of ii
■ saniw, (H, Neweoinb) Eni.Tify cati never li.
iriinsfoj'niHl, eun be transferreJ from one i.i.iiv I'l :
alter u'luil ti'Hn^fonnations are tiiidergonG, when tKe t«»trt.
lerticn of a Kiveii ainounli of enerKy are summed up tli -
KiK'tly equal to the amuunt originally expended from the wjurm-. ■
J called Ine CVjuservatlon of Bnei^y, (Cutterill and Slade.l
A heavy body suHtalni'd at an elevated positiim lins pnlmili
When it falls, jtisl before It reaches the eartli'
kinelio energy, due to its velocity. When it si;
earth u eertuiu distance or may Ix' crushed. In ■
by which the energy is converted into heat, whiiii
into the earth iir into the ulmcrt![)htTe, or both. Mcclim '•>M
are nnitually convertible. Electric energy is also ci'ii
mecbiiuical energj, and elllier kind of energy may be ciivrnwij
OtIllT.
Source* of EncrRy,— The principal sources of energy on I
l_«urfaoe are the nmsoiilar enorpy of men and animal*. fni"eiiei
rind, of Uowiug water, and cf fuel. These Bouroes derive ihetr '
"torn the ray.s of the sun. Under the influence of the snTi'i m^* rrgwil
•ows and wood is foi uied. The wood may bo used .i '
Boiler, it,s carbon beinp burned to carbonic acid. Tb
"oergy escapes in l lie chimney and by radiation, and
B potential energy in the steam. In ilio steam-engine, "t ijjis >'■<■>■•
tlx part,'* are dissipated In heating the coniietming water and ar»l
he reniainintr one tenth of the original heat energj- of the wood lil
'verted into uiechmiical work in the «team.engine, wl. '
drive iiiBchinei y. This work is llniilly, by friction of v
tiibiy after trunsforniatinn into electric currents, Iim
rliich is radiated into the atmosphere. Increasing ii-
M the potential heat energy of ihc wood is, after vai
ouverted into heat, whicli, mhicllug with the more
BliHiv, fippaii'iitly IB lost, Hut the c«ilx>nlc acid gen.
iliiii of the w d is, again, under the influence of the
by vegetation, uml more wood may thus be formed h:i . .
piiil to tlw iM'ighiiil,
>erpcliial Motlou.— The law of the ooDBervatlon of i
► liieji iMi law of luechanies is more firmly e«tnbli«bed. 1^ nn nl»4<'ltl
>all Hcheitiert for olitAimng Ity mechanicn' "^ ' ■ " • ••
nmtion," or a luiichine which wdl do an :.
Huivnlent of the energy, xvhi.'lher of heat . ■
tl'icify. iir nieehai>ii.'al energy, that is put uo'i n. .-^ii<-ii n ii-»u<»]
reiition f>f jtn aduidonal .^lore of energy in tiie universe, tall
L)S.slble t,v Mtiv iiufiwin Hif*'iu'v.
f*f«, -r--, - ,,'• -. — -■ •■Tnc Isa frac'! ■■ ' < 'iTtgt
■rforriie*!, \' d to I
V of ft luni ;
I pari ot itoe vtt»r«Tt »t*it\»<i \a "
S work of idviiif; motion lo the vvrael, and the remainder ia
omlnf; the friction of tlje ■imohtiicry and In uiukliig currents
the surromniliiK «tti*;i".
ANIidAIi POWRR.
• nan agaliiHl Knou-n Beslatanres. (Kanlcine.)
ANIMAL POWER.
433
tf Exertion.
k own \r(;tghc lip
ldd«r
weiglitgwitli ropp.
■Ing the rojie tin-
jjtitii liy hoiid
WPIglltH lip-BtaiPK
fniiit; UKlCMi'Icd . .
rcirlli to A
up I
Sft S
in
anil ill barrow up
]i In 12, H horiz^
ft. |i«ri)ec. and re-
Bloadeil
pulUnif horizoD-
taii oroarj
rank or wincH
gmp
lljt!.
113
40
44
14.)
133
X.S
1S.5
18.0
'JO.O
l!t.2
16
ft. pt»i'
sec.
0.75
O.SS
0 13
1,8
0 K5
2.0
50
8. a
14.4
8.5
f
T"
3G0d
(iiours
ptir
day).
6
e
6
10
10
T
8
Sinin.
10
8T
ft.-)b(i.
pi>r se«.
73.6
ao
IB.S
7.8
9.9
58
6'.' 5
4S
988
3.3
I
SVT,
ft. -lbs.
per doy.
S,088,00O
&t8.a(io
652!, TiO
399.(JO0
280,800
350,400
1,5S«,400
i,'sBe,'o(»'
i,tsa,ooo'
480,000
— R, resistance; V, efTwliv« velocity = dlKCanoe ilii-oiitsit
reome -»- tolnl time oocupieyl. including Ili« time of iiioviDK
7", time of workiriK. in seconds p«r day: T" -*- aeOO.Baiiio
day; BV, offectlve power. In foot-pound» per second;
ice of* nan In Tranaportlai^ laoada
HortxontaUjr. (Hiiiii:iu<.'.>
\ KxflrUoQ.
iloaJed.transpoTt-
u welRlii
A t In awhld.
lurti unloaded. .
bnrrow. ditto..
Jlrttli burden. . . .
tfiiay, returning
Itrden, for 30 tec-
1^
14C
234
in
W
140
I aw
'1
ft •sec.
sooo
(boiii^
UH«r
day).
10
10
in
con-
veyed
I foot.
709
979
2-iO
0
LVT,
lbs. con-
veyed
t foot.
53,200,000
1.<I.1«.000
T.iwn.oiio
fi.imi.ooo
j~-Li load; V, effetrttvfi relcHfUy. ci.mi
f, /» mitennjii pnrdny; 'J" -t- 3d<XI, KniiK< u
•^rtifwjiil, lo Ills, ctwvfyed one foot; ^
434
inscHAirics.
In the first line only of each of the two tables abore I
Dan taken into aocouul io L'uinputine the work dotw.
Clark says that the arerage uel ilaily nrork of an orOiiit
piiiiili, a ninch. or t
taken at sano fiKii -pou
or oueieiith of a hoTR
bour^aday; but fori
[ram four to Ave tin
be exerted.
Mr. Glynn says th
exti-t a force uf 25 111
of n crane for short l
for cuniinnou; work I
is ail that shonM het
throiiKli 2S20 feet 1*1-
nan-wheel.- __
of a vciy »'(licit-nr iiiafT
in^-ruacliine w hioh ihe 1
Berne, Switzertaiul, it) 1^
of the wliiwl was wki<
three men to walk abr
nine men could W':>rk in|
Fio. 97.
Work of a Horse msalitM
a Kno'trn B«alataiii^
Kind of Ejcertion.
J. Canterine and irolltaf;. draw-
inf; a liKht railway carriage
(thoroughbred)
S. Florse drawing cart or boat,
walkini; (draught-horse)
3. Horse drawing a. gin or mill,
walking
4. Ditto, trotting
JS.
r.
T.
3600
mIn. 82^
mean 30^
wax. SO
[n«
4
130
3.6
8
100
6$
so
8
EXPUANATION.—R, resistance, in lbs.; F, velocity, in fe*t
■♦• 3000, hours work per day; FV, work per second; KVT, w
The average power of a uniiight- horse, as pi ven in liiieSof
being 4*3 foot-i)oi)nds f»er second, is W-'/.'iSO = 0.T85 <if the CO!
assigned by W att to the ordinary unit of the rate of work at
It is the mean of fteveral results of experiment*), and may li^
average of onllnary performance under favorable clrcuinsl
Perfonnaiice ofa Hora«t In Tranaportlnf
Horizontally. (Kanklne.) ^"
Kind of Exertion.
0. Walking with cart, always
loade<i
6. TrotiiUK, ditto
7. Walkiogwith cart. going load-
eil. reluming empty; V,
mean velocity
8. Carrying burden, walkliq;...
9. Ditto, trotting
JBOO
7S0
1600
2?0
180
S8
7. a
8.0
8.6
7.8
Expljlnatiox. — L, load in Iba. ; V, velocity In feet
workini.' Ii..iir.; tn-r day: LV, tranitport peraecond; L
< f>>reaco to conveyance on common
ler as reapecta the realataBoa to tn
-._ !..:.. I"- •»•** •nachioe a bon* worte
ImHiOj; " ng & s\.Ta\f,\A Xt«c\l. V«
KLEMEXtS OF MACHIKKS.
435
tits mar be resliied with a horse-gin, the dfaiiieter of tKe cir.
' I which the hore^ walks should nyt be lew than about forty
Asaes.— Authorities JifTer considerably as (o the power
nalK. 'Tlie rollowinir may be taken as an approxiiuatlve cotn-
iMi [hem and draueht-hopses <RankineK
. the same as that of average draught-horse; best veloelly and
HhiniHOf liorsc.
-I/Md, one half of that of average draught-b«nie; best Telocity,
«• Willi hiirse; work one half.
-I/wd. niie quartpr that of aTerage dranght-Iioi'se; best velocity the
*firi; orir quart »*r.
■etion of Dranebt oflloraea by Ineroase of Grade
■di. \Bnyitirri-ingl{>'i.-'.ii(l. Prize EsMiys on Itoads, ISSi!.}— Kxperl-
• English roads by Gajflrter it Parnell:
1 that can be draw-n on a level 100:
1 In 100. 1 in 60. 1 in 40. 1 in 30. 1 In »6. I in SO. 1 In 10.
(raw only BO. 81. 7i. 61. 51. 40, 85.
■lance orCarrlacea on Beads ix (according to Qen.
^approxliuaiely by the followiug empirical formula:
R = ^[a + bill - 3.88)].
BUla R = total resistance; r = radius of wheel In inches; W ss
i= Telocity In feet per second; while n and ft are constnnts,
I are: For good broljeustoue road, a = .4 to .SS, 6 = .084 to .086;
Is. « = .27, b = .0684.
at«s that on gravel the resistance is about double, and on
I the resistance on good broken-stone roads.
ELEMENTS OF RIAOHINES.
|ect of a Tjiachine t» usually to transform tlie work or mechanical
lerted at the point where the machine receives its tnotiou into
tlw point where tlie flnal resistance
■M. The specific end may be to
Iw character or dii-wtion of mo-
roDi circular to reclillm-ar, or vice
efaange the vclnoity. or ut overcome
Mlstance by tlie application of a
In all cases the total i^nergy
I the total work dune, ilie latter
► overcoming of all the friclional
7 the machine a.s wrll a-< the use-
formed. No increase of [lower
I f niMi any maehmp. sinci- this
• accordine to the law of conser-
mergy . In a friciioiile»s iiiacliiue the
r the force exerted at ihe driving-
thr Telocity of tJie driviiijf.poiut,
Uince it moves in a given inrcrval
• I i .1- tilt- pn^diict iif tlie rcHislance
. tlitoiigli wlicb the resist-
in llie »^iiie lime.
I 'i>- machines, or elemrnlary
are filucible to thr>?e classes. vi«.,
, the tiord, end the Inclmetl Plane,
m»|— a incliides every mncliine con-
T»ody capable ivf revolving
*1Vheel and Axle.
Includes every maehino in
ismitted by means of liexi-
ipes. etc.. as the Pulley.
«a includes every machine in
surface inclined to tin- diit^-
„ is introduci-d. as the Wfd|;e and the Screw,
(s an Infleid'le rod capable of motion about a ftxe^ ™*at. ,
1. The rod mnj be firaluhl or bent at any angle, '
rvg»rtled, at Ont, aa without weigh t, but it« welf
1
I
I
4'36
MECHANICS.
o\aM
toiM
m
c<iusiiiured lis anoUier force applied in a rerliual dircolion i
griivity.
TIk' iiriiis of a lyver ure tlie porlluns of it inlfl'Cvpted liel <
Pt and riilcriiin, C', uiid iM-tweeii tliA Wfl^^lil, U*. and fulcrum^
Levers aiv Uisideil inro lliree kluds or orders, nocuidiliK '
pui~iiiioi& of llie upiilicd force, weiKliU and fiilciuiii.
Ill a lever uf Vim lirsi onier, ihe fiilvrum lii-s bvlwefii liie pola|
t)«e force ami YVi-iBlit net. (Pi^f. M.) mi
ill u. leieritf the second order, llie »tii|;ht actsal. a |>olill
fuliTiiiii iiiil the [loiiit of action of the force. (Fijf. TO.i
III a lever of Llie Ihiiil order, tlie point of acliou of tiie fa
UuiL i.f tile iveiKlit atid the fnieiuiii. (KIr. 1()0.)
Ill hII ca^es ot lerei'ii the relutlon between tlie force exerti
/>, and liie weii;iit hfced, or icsistauL^e ovorconie, li', is esy
equation P ',< AC ~ W X BC, in wliich AC ia liie lever-anii (.
is the lever-arm of H', or mouiem of tlie force = the uii>ui«nj
anoe, t^ee Moment.)
In cn»es in which liie direction of the foive (or of the rmiKlonci
right untjles to the ni-iii of the lever on which it acts, tiif •' h-vMri
leiiKtIi of 6 perpeoditiilor froni llie fulunini (o ilie lii»-f ' •-"••-
force (or of llie recistaiice). W : I' :: tlV : HC, or, the raiif •
tlie npplitMt force is llie iiivei'S** ratio uf their lev••I■-nnll^.
Telocity of II', and !> is the velocity of J\ iri /': : l-> . • cr.i
If iSp 1.S (he distanue ihroURli which the apjiHud (urc« aolf, ^
diitlaucti the weiKlil i8 lilli-d or through winch Ihi* rtwiMaocttjj
WtP-.-.SpiSv.ii'X h'lr = fXlif. or the weit;hl into (lie ili»
etiiials the force into the dlnlnuce ihroiiKli which it is exer
These equations are general for all elnohes of imicliintii
leverK, it t>etii^ untlerstood that friction, whicli in actual tiiacl
the resiHtrtiiie. is nut iil present considered.
Tbc Bent Lever.— iu Die bent lever (see FiK- BI. |>a««J
arm of tlie « eight m it, t/ iiiKiead of b/. The lever is ia eqiiT
It X "/= "' X !■/, Ijiit it is to Ije observed that the act ion ofi "
Im very different from that of a strniKht lever. In t"-- |■■.^•■
force and the reiiistancc act in llneji parnllel to eac)
lever-urniK reniaiuD conHtnut, alihoiik'h the lever ii
lion with the hpri/.onlal. In the bent lever, liowv
thins, in the cut, if the arm Lif is depressiMl to a horntoiit
lance v/ leiijftliens nhili^ the hoiiieoiilal projection of uf
becotnfiiK zero when tlie direction vt «/ becouii.'s vertical
approncbes the vertkvii, the weiicht m whicli iiioy be II
force « is very ({'"e»t, but the dintance throug-h which
•very Kiiiall. In all cases the ratio of tlie welKlit i/i ■■■ ''•■• •
Vel'se ratio of the liorlzoiiial projection of their res]
Tbe nioviug Sirut (Kt);. ton i.s siinilai' l« tl<'
one ol the arms is iiii^siu);, and tlutt the force ui..
overcome net nl ilii* t
siiiKle arm. The re*
P| caiH shown Iti the
weiKlil II', bill ill
beuiK moved, U, w jug
_ Illy that due to f
" lioi'ixMiiinl plai
posintf force,
twecn llie strut i
pliinn cbunKee,
ii'.si,.innce to
. I, „„....» Wl...
Fio, lot.
fftK»\l
tat is an f>ibow or Uuev-JoinI i
~ tM broiiKht into a straight Iti^
III 0 ^^ VuiU k lot«« S» lUtr'fiSJK^ >A V
EL-EMENTS OP MACHINES.
437.
I It i^ a caw of two roovinf; struts placed pnd to <>n(1, (he movioif
'li«i at their point of junction, in a (llrvollon at riglii nn^les
• f the rMiistance, the other end of one of the struts lesiinp
■ .' I ntmtrneiit, niKl (hat of the olhpr ntjainst thp bi.dy to lie
1/ 11 = the apple each Dtnit makes with the BtralRht line joining the
about which their oiitsr ends roUttv, the ratio of the* restislanoa
jlletl force is Vi ; i»:; oosa : 2 sin « ; 2R an a = Pcosa. The
I
Fio. 102.
Fia. 103.
when the angle varies, becoming iofliiite when the angle
• srro.
to<rglo-jnint Ib used where great reslstnnf^es are to be overcome
1 very snmll i1i«tnnees. as in ptone-cruBherstFig. IM).
Inclined Plane, n.« a mechanical element, Ik siippose<l perfectly
III smooth, unless friction be coiiHiilrreil. It OKsi^its iii sust-alnlnj; a
>odv hy its reaction. This reaction, honerer, lieing normal to the
^a41hot entirely conntornct the weight of the body, which acts vertf-
jwnwftrd Some other force must lliereforo
le to act u|xiu the body, in order that it may
alued.
• siiKtAiuin^ force act parallel to the plane
l>. the force i.s to the weight iis the height of
ine is to its length, measured on the Incline,
1 force act i>arallel to the base of the plane,
ver is to tlie weight as the height is to the
e force act at any other angle, let i' = the
)f the plane with the horizon, and e = the Fio. 104.
i( the direction of the applied force with the
if the plane, i' s ir :: sId i i co.s f ; f x coa « = tT sin t.
I«m« of the inclined plane may be solved by the paralleloftram of
iiiiH ■
• IT be kept at rest on the indine by the force P, acting iii
illel to the plane. Draw tlip vertical liiii* tut In represent
hh' perjieiidiciilar to the plane, nnd complete the pnrallelo-
I He vertical weight hit is the reRiiltunt of bb'. the measure of
V the plaiii' to the weight, and Or, the force of gravity tend-
I weight down the plum.'. The force retiiiiied to maintain
^Khi to e(|uilihrititu is represented by this force w. Thus the forx'a
e weight are in the ratio of he to Ixn. Sitice the triangle of force" nha I
jtat^ the triangle of the incline ABC, the latter may be substituted |
^^ker In determining the telatlve magnitiiile of the' forces, and
rr
be : ab : : BC : AB.
t Wedge it) a pair of inclined planeti united by their Ita^es. In the |
I of pressure to the head or butt eiul of the wedge, to cause it to t
kreaUting body, the applied force is to the resistance as tha |
Tlie wedge is to its length. Let f be the thickne.^s, / the length, i
DCe, »nd /*the applied force or pressure on llie head of tho j
B, friction neglected, P: IT: : f : I; P= ^ ; W= ^.
prTf '• ?•! inclined plane wrapped nrnund a cylinder in siicli^
r the iilane is parallel lo the iixln of the CJ^liudo
ii>on trie internal Kurfnce of a UuUo
When ton-e ix apt'Ufd to raise a i
t>x meaas of a Bonw aad nut, eitlier tbe aoB
IMS fix
MECHANICS.
ri>e fixed, the otber b«IoK:|povable. The forc« is cenerally •[
of a wrench or lever-arin, or at Ihe qircunifpreuc*? of n wheel
of the wlieel or lever ami, and p = piicli >.>f ilif sci«w, or (llstaui
Ihrtijulii, thai i», lh)* lieiKlii of the ineliiiKt plan>-
liloroiie i-ev(>liili<in i>f llie screw, /' = tliesp{illml
t for^'«, iiini H'— the reHisiaiioe overcome. Lhf u, neg-
r IwilidK nssiKljinec iliiB to trlclion. -Vr )>: F = Wp ;
W = O.'JfVif'r -i- iJ. The ratio of f to 11' is thus
IndependeDt of ibe (lianH-'liT of the screw. In
actual screwK, niticli of tlii^ ptm-tT Lransiiiilted is
lust througli friction.
tTho Cam is a revoK-
/ '^ ^\ iiuriiifliiiril (>lar»-. It may
/ -^ \ be fiiher :iii liiellneJ plane
^ — T \y ]~^ wfuppe*! around a cylin-
\ / der ill siicli a «-a.v that (he
N y helKlil o* tlie plane Is ra-
•'— "^ dial to the (Jvfinder. such
Fio. 105, as Ihf nnlfnary liftine-
cam, tisfHl in slamp-inil»
iVil
!■ lO. 19^,
cam, tisfHl HI slamp-mil
IVig. 105). or tt may be an inclined plane curved edgew'se, sprf i
plane piii^Iel to ilBbiiseiKiK. IM). The ivlaliou of th* «ei(»li»ioJ
lorce is caluulated In the same manner as in the case of the acnlf
□w
A.. B. C.
Fia. lOT.
Pnlleya or Bloflis.— P = fortv applied, or pull • ir
or resistance. In the uimple pnlley A {Ytg.liyT) On-
rope descpiKls the same amonnt that the weicht 18 li'
In B and t'the point f moves twice lu far as ili<-
fure W — '.'f. In K and C there is one niovai!- l ,
rope ensfajre with it. In f* there are three kIu-
each with two plies eiiRaped, or six in all. Si\
foreshortened by the same ainnuiil that (he ueiiiiil k» lirictf.
/"moves six tiniiw as far as the weicht, i-MnscQiiently ir .. 6/'
the ratio of 11' to F is equal to the nntnher or plie.s' nf the ni||
Bhortened. and also in equal to the niiiuber of plieK thai en^afl
block. If the lower block ha« 2 i$hea\ei< and the iipjivr S. the piif
fci fastened to a houk in tlie ti^p of the lower block, and
plieB slioriened inst(<ad of 6. and \r ~ RP, If I' = veloc'
Telmiily of P, then in all euses Vl\' = vp, whatever the
or their arrancment. If the haiillii); rope, at the piilllu
around n sheave in the iipfM*r orpiatinnary hlook. it niake^
what direction the roiw i.s led from this block io i)ie iKihitH
on Uie tv\»* l^ applieif : huL if it fli"Hl passes arotintl the liii
|*ier>-' <>' pull be exerted in a direi-tioii parallel to]
' til ur a line Ji'ininit the cePitres of ihe two I
'tfli' ruuni e(Tei-t. If llie rope pulls on the I
f'e. IJjf Uin-X win be VM***'^ out ol \\ve\\\\e Avk'fcvv bet*
Uie api>er block, anil the eltect\v» \m\V ie\W Vk V«a vt«nS
r
KLEMEirrS OF KAOHIKES.
439
: the raHo of the cosine of the anxle the pulling rope mokes
rtifsl. nr lint" of action of the resistanoo, to unity.
ntial Poller. iFig. ION.)— Two pulleyK. itand C, of dilTurent
-as. III.- |)i.v« nixjilt H fixed ftXiK, A. An end-
lil>E<'LKH, paKs^-s ovi^r Ixuti pulleys. Tiie
■ (Miil. vs iui- siiapod so as tolioM ilii'cnaiu and
li'iHi sii(.|.iu(;. One of tlio higlu.s or loDps in
bain biings. OE. parses under and supports the
ocic F. Tlie 01I1.T loop or blijlir, HKL, hangs
i!i called tile liuuiing part. It is evident that
f of Llie li.'iiilitif; part la equal to that of iho
of the pulley B.
Itat the' velocity-ratio may be exactly uniform,
r>r the sheave F should be an exact meou be-
adii »f B and C.
that the point B of the cord BD moves throue:b
<ee leugtU = AB, durii>i; the same titue me
the oord CE will move downward a dlstani^e =
leogth of the bit^lil or loop BDEC will t>e
yr AB - AC, wlilcli will caime Urn pulli^y J*' to
iu of (bis amount. If /' = tlii.< piillinir furco on
K, and W liie weight lifted at F, then P X
^(AU -AC).
»t^thr< length of chain reqiiiml foradifferenlial
! the foiiOwiuK sum: Halt the circumferoiice of
lecireiiniferenceof B + ba'f tin- i:lreunifei-ence
Ice ih« greiilest diittance of F from A 4- the
ll of lo.ip HKL. The IkkI quantity i« fixed
niivenlence.
»rentlal 'nrindlajra (Fii;. 10$) i» identfcnl in principle
with llie uitTeiential pulley, the difference in con-
struction heine that in the differoutial windlass the
runniuK lilCK-k lianifs in the bi(,'hi of a roite whose two
parlH are wouud round, and lmvt» their ends respec-
tively inaile fast to two barrels of dlHerent radii,
which rotate as one piece about thu axis .4. The dif-
ferential windlass is little used in practice, because
of the great lenirth of ri»tH! whieli it ■■mpiires.
The DlU'ereiitlal Scrctv (Fig. 110) is a com-
pound sciew uC dilTrr.nl pitches, in which the
thread.s wind the same way. jV, and JV- are the two
uuts; NpS], the lonRer-pitched thread; S,S,. the
fiborterpitched thread: in the ngure holh these
threads are left-handed. At each turn of the screw
the nut A", advances relatively to JV" through a dis-
tAnce equal to the difference of the pitch. The use
of the differential screw is 10 combine the alowness
lue to a flne pilch with the sirength of thread which can be
means of a conrwe pitch (jnly.
1 AUd Axle, or WlndlnMSfrPsembleg two pulleys on one axis.
ruut Uiuiuetei'H. If a » eiKht lit! lifted by meaita ot a rope woimd
, the force bein^ applied at the
heel, the action is like that of a
ch the shorter arm is. equal to
C the axle plus half the thiclc-
rie, and the lunger arm is
jilts of the wheel. A wheel
erefore soTuetiraes cUissed
SJ
Fio. 110.
lever. U P= the applied force, D = diameter of the wheel,
kt lifted, and d the dismeler of the axle + theiUamet«r or
_l U'rf.
B-MTlicel Oearfnf; is a, combination of two or more wheels
ig 1 1 1 1. If a !-ei iiK of wheels and pinions gear into each other.
Hi. fiictiuu ne^rlected, the weiKhl lifted, or resistance over-
force applied invei-sely as the distances through which
'en lime. If ii, 7i\, /i'^ Ik; the ratlii .if the successive wUeelii
Iff pltcli-liiie of the teeili, uud 1 , 1 . , 1 j the radii ut vbc e«
liooa, e the applied foive, and (y the weight Utled, 1
1
I
I
1
i
4-10
MEGHAXIOS.
I
I
a X K, X ff, = ir X r X I'l X r,. or Uic applied force fg tol
BM ihe pi-OLluci iif ilie radii ut llie pliiioim is to the pry.lnci of
IIjb Hhuflsi or, ug the proiluct vt the uiimlxM-s exprrssliiit llii
enc.-l> piniuu is tti 1)41 prwluct cif t)ie mimlwrs expressiinj the t
wlieel.
EndlesN Screw, or Worm«jrear. (Fig. Jl2.)-TI<ig ^^,
niuiiiy useU to couvoit ttjoliuii ax. Iiigli !»pteil into luotlun at ,
FlQ
Bpet'd. Wlien tile Iih-ikIIb fdpsciibps a complete ciiciimfereii
liue of tlie coK-wli<"el innves tliroiigli a Ulslaiieo eijiial la tlie p!
scrMW, and tliK WflKlit irix lifted a Ol^tailiw e((UaJ tu the piteji iif tti*
inuitlplied by 'ii<» rntfo nf tlie dinnteier iif tlie axle u> tlie diiiiueter
fiilclit'ircle of tli« wLeBl. Tlie ratii> «f ilir applied toive 10 llie \
ifteil Ik inversely o-H their Veluc;ill«3. frielloii not being cuiisideretl ; I
friftioii in th«^ wonn-geor Is usimlly very greiit, auiouulint; ndiiwlii
tl)r«o or (our tlniea the UKofiil work itune.
If V " tlit-^ ili-^ianre lliro^igii vvhivli the force Pacts in a gicct) tidltf,
seconti, ami I' = ilistunee the weight W is lifted in Ihe siiiiin tliil
radius uf Ihe crank or ivheel Ihrmigli which /'ads, I = pitch uf Uin 1
and also of the teeth on the eo^-wheel, d = diameter of (hft
and D = diameter of the pituh-lliie of the cog-wheel, v =
XT; V = V X Id -*- R-SSSril. Pi: = irt'-f- friction.
STUESSES in framed STBrCTUR
I
Framed striicturfs in general consist of one or more triangles, ti
reason that the triangle is the one pijlygonal form whoiw shape caul
changeil w itli^Hit liiRtortiiiK one of its KitleK. Prol>lem.<; in st 1 -j
frami'd »trin:lines rmiy gen«*rally lie solved either by tlie a
trlaii),'!^. pnrftlt-ilii^ratii, or polygtiii ol furces, by the priiK 1;
or by tlie nieihnd of motiieolR. Wsliull eIvb a few exaiupleH. ri-f,Tri
student totli? ivorks of Burr. Dubois, Jcihusou, and uthers for more
rate tre^tTru^jit fit the «nhjpt't.
1. ASIiuple Crane, trigw. IWand 1:4.)— yl lsaflxedm«st,B*bl
boom. I' a tie.aiiJ /^ihe loiul. Hetttiired the straina in U and T. Tli«l
P, coiisideri?i1 as iM.'titig at llie end of the boom, is lieid in eiinllihril
three foroea: first, gravhy acting do«invards; second, the tension In 1
third, the ilirurf of B. Let the length (if Ihe line ij I'epreseiit tlip mag
of the Jowuwnrd fnree ejiened hy llie lond, and dra«- a pnrnHelneran
■ides fjf parallel, rospcclively. to /J and 7". such Ihftl p is 111.
paralletogrnin. Then tiand t are tliu coniponeiils dra«n
n» p, p being the reKullaiit. Then it ihe lenglh p repies* 1 ,
the tension in (lie tie, and b is Ihe cnnipressiiiii hi the brnciv j
Or. more simply. 'J". B, and ihiiL |i<irlliiij of the ninst included betireei
or .-/' may represent a triangle of fure.s, and the forces are jirop<>rtJ<
the Ifiiglh of the skies iif the lv1tini;W \\\\ni. \i,\\ tVw height of the eriM
= Ihffluail, tlien D = thecompres.s\on\nUw\«»K«,BkXyi."V = \\wvini*loi|
to; or i/ i' = (lie load lu pounaa, ttie VensXoxv Vvi T m P it. — , fciA. '4
STBKSSES ly FRAMED STRUuTURKS.
B
441
r
V=: PX —. Also, If a = lite angle tlie inclined member makes
Wli, the >;t.her mei»ljvr lufluft hurizontal. and Uie triangle lieing
Kli thf.*u Ihu leoKth of the iiiclaicd tiiruiher = h<<i{Ebt or ihi? Irl-
L-ani a. ami LheHlraiu in ihelncliUfil mernlwr = Psecant a. Also,
D tht- linriz<:)iiisl nii'mbor = f tan n.
lluu by llie trisDgte or [<arulleluKraiii nf fi>i'c<^H. mid tlie equations
7* = f" X T/A', anil Conipiessiou io h = I' X B/A', tioid trui' i»v«<ii
gl« is not riglit-angled, as in Fig. 115; liUl Ilie Idgonuuieli-ical riiiL-
Fl-i. 114.
Fio. lis.
'le.
lid.
I ro
tllH
igivpn dfi not liolil, excflpt in Ihi- caw of a riplit n:
t that n,i .1' di-ci'Oftsi'B, Dip stmlu in IwilU 7' and ti r
in>- liifiiiitp fifi A' npproaehps zero. If the tie TIh i ■
)iif if pxt(>iidi-d to the ground, a.<< shown in the duld.'J lii
t iviiiftins Mit* sfljiif.
j-ert Crane «r Derrlek. (Fiir. 116 )— Thn plrnin fn H in, as
h.l\A' bfUiK lliat niinion of the vcrtieBllnciudcd lx"lwe(?ii JJoud
r 7'ni»y Ih» ndaidiea (o A. If, however. Ih<* tie 7' is attnch<H| to B
extrvinity. thtTP nmy bi» in addition n iiciidlUK :<ttTilii in H diif to
I turn aiioiit the iioinl of ttiinclnin'nt of Tasa fiili'rnm.
Tniay in- calciilntpd t>y llip nrlrici)d«oC inomi-iits. Tlin mo«
, tliur is, iti; weight X ll« |H"r(ii"nriicnlar diKianee from the
I of iJoM the mnNt. Tlif' nioni<-ni of tlie Kiralti nn Vis the
sti^in into the perpendicular distance from the lina of ita
he same ptiint of rotnti.ni of B. or Td The strain in Tther^
- if. As li dt?area.*e« tlm ulrairi on T incrras*-!", tending to Infln-
iroarhes Z"ro.
1 on the gitr-ropit la njun ratfiilnted i)V ihe method of niiii\MfRtB.
■f af ihf Jittiit ahnin ihf Ijoltimi iff tfje iniwt O iH. ivs tveture, Pc.
hnrU'-nrat Ih^ strain In it is fniid its mompiit is Ff, Rn<\ P =
kBOHAl^ItiS.
I
I
Via. 117,
in O ^ the strain In ^ x
cant of the angle betweei
G. As G is made more
Terlical g (1e<Teaaes, ai
Kti-ain JDcrpaBes. becoml'
niie wlirn ij = 0.
n. SIiear-pole«i
CuyH. (KiK 117.)— Kroii
Btrniii ill boili niattl8= .
-«- BC. ReBiiItaut strain
(E«iys= /' X -■! W-»- BC. Th
on each mast (or (riij 1 wll
the above, miiltipiied tp
cant of lialf the aiielr t£
(nr t.'"3"B' "lake witli enc
T^vo DlBgonsI Braces and a Tie-rod. {fig- llii.)— Supi
braces aru astsd tu Kusiain a siiiKle load J'. CoiiipresKive stress ■•
4P X ^^ ; ori CA=}iPXjjj. Tlila is true only if CB and BO anx
lenfftli. til wiiich caH« % of f is siipimrted bj ench abutoieat Cam
ther are unequal iu Icni^th {Fiff lift), then,
by iliB piiiu'i|)le of the lever, find tJie re-
actions of the abutments B, and ff,. If i*
is the load apjilieil at tlie paint B on th»
Jever C/>, tlie fulcrum being D, then K, X
CD = P X BD and If,yCD = PX BC;
K, = PX BR -(- CO; R, = P X BC+ CX>.
The Btraiu on AC= B, X AC-t-AB, and
on v«P= A", X -•lD-i-.4B.
The strain on the tie =■ Ri X CB-*-AB
= StXBD-i- AB.
A
Fra. 118.
I
When CK=B;j. B,=B,. Tl
on CB and BD is the same,
the braces are of equal le
not, and is equal to MPX HC
If the braces support a unifo
a.s a pair of rafters. I he strflin
by such a loail are eipiivaJem
caused liv one half of the low!
Via. 119, at th<* centre. Tlie hoi izoata
of tlie braces against each otii
appiT equal'! the ten'^fte f^traln fn the tie.
KtnK-poat TruBi! or Bridge. (Fig. liO.)— If th- lr.nd isdb
over tlie nhnle lin;^tli of (lie tiiiss, tlie effet-t is the Rami' as if half
werepiftcetl at the centre, the.iltn'rlialf ln'ing curried by the abuunel
P = one half the load on the truiis. then
tensinn in the veniciil tie AB = F, Com-
pression in eai'h of the inclineii bruces =
HP X .1 D -i- AB. TOTsion In tlie. He CD
= HF X liD -(- .4 8. Horizontal thrust of
inclined brace AD at l> = Ihe tension in
the tie. If ir= the total load on one truss
uniformly distributed, / = irs length and
d = its depth, then the tetision oci the hor>
m
izoDtal tie = -j-T-.
Inverted Kln^'Poat VruBa, (Fig. ISl.V-If P = i>- Imvl •!
B, or otie half of a uniformly di^uiliuted load, then comi'i' i " ■'"
(the floor- beam CD no;
to .have any resistAm'e i
Tension on AC or AD =
Coinoi'HS'iiori on tV> = i.-/' • '■'('
■vide vVi- \^•T\?^^^ '»"Vo >>
\oail may Vy* «.tv*.v\..
Fis.im
'STRESSES IN FRAMED STRUCTURES.
443
Slider is e(|ii&lly ttivlded betucen the aliutiiieiil8 and suppmlLnl
frectiy. Tlie two parts P, ami F, only arr I'tmsltlereil to uffeut
the uieiiilifiii «t tlx' trus.s. Sirniii In
the vcrilual lit-rt UK aiul Cf each
equals Z', or P,. Siniln on AB and
Cti I'ncli - J', X I'll + (.•/«'. strain
on ilic tie Ak or K^'nr BZ) = f, •.
FD -t- <•>'. Tlinuil un BV = tension
on £F.
Kor stability to reKW heavy un-
equal I'-tt'ls tbt> qu'en-pi'Sl truss
sliMiilO l.ave illHgotini I'liiies rroiii
Bra Fhi.i] frnin fti. R
Inverted Quee n-poat
Truiw. (Fig. I%l. I - < uini>i-ei>sii>ii
..■1 /CW .111.1 /.y ,.aol« = /•, ..!• H,.
CoiupivstiHiii 0(1 vlrt Mr /.'(.' w /'t* =
^ XAH^ fH. 'I"en-i<in un ,IE or
FO = /', A AK ^ Kll TiM.siou on
fiF= L'oiii|ire-siiiM Mil ItC, Kor •■In.
hiliCy to rpsint iinfqimi loa<1s, tic*
_ ,„ should he run rioni C to A' and fiom
HG t.i. Btj> F.
fmma of FivePamelB, iFitc. 1'wM.i-Knii> flTt lis nf ilie load may
I couoHUU-ateii m ilie iiuints E,K,L and F, the otli<-i nrib being
B Q H C
FIO. 1«4
directly by (he two abiitmentB. Pur tlie Ktr&lns in BJ and CD
lay br considered as a qiieen-pust (riisE. » Uh (he U>ad<i /', , Pf
wl at *rand ihi' loads f, , l\ concenlinlMil at F. Thpn, conipre*-
Dn AB = (Pi 4- /'jl X .-ill -I- fli,'. The alrain on CO is the sarin" if
ind panel lenfjltis are equal. ThP tenade Ptraln on BKor ('F =
That portion oT the truss Iwtwi'on Ennd Fmny l>e cousiJerwl aa
lueen-post truss, support Inir ih<^ hmils [\ . /'j at K and /... Tlie
5? or HF= P, K KQ -t- OK. The diafjnnals GL and KT1 rii-i-iTc no
«s rlif trass U unequally loaded. The verllcals GKaud /<£.eaoh
iiisiip strain equal to /', or /*,.
itraiu in the luMixonial menibem: BG and CH rerplre a tliriist
e horiziiutal component of thi' thrust In AI! -r (V>. — (Pj f- Pj)
1- ABE, or (P, + P.l X ylB-t- BK. f.'ff iet-eivas Lhia tljrust and
ickHi. a thnist equal lu the horlzoiiiHl component of tlie thrust in
or. In all, ( P, + P, + i'li X .dS-t- BE,
on in AE or /'OeqiiulH the thruHt in BO or HC, and the tension
and i,/"' equals the thrust in GH.
r 'Whipple Trns*. (Kie l-2o)— In Mils trass the dianoniil* Are
e veriieals! ui-h shuib or colniniin.
bij tlie inetluxl of di'trilK'iion of 'tiiiinn; Consider firat the
truss havintf six bays or panels, 5/6 "f ""■ lo""' i^* transmitted
at U. and 1 11 lu the abcitiiient O. on the pi'liii'lple of thcteveT.
; must lie Iraiismicifil tliroiiKli JA and AH, write on IbeBft
ri/rv S. Thf aiif sixili ia rran.'./iiitfced Hucceaslvely UitourVv
etc.. passineJtllfTuatrly tjiioiiffli a lie and a Blmt. \Vv\t.B
-, Uf lot^be strut (JO incliif^ivf, the flgure 1. Tlven tonaVder
'T^d^''A'^'*,Vr^"/'J « <-"^^0. Write on KB, BJ. J A.
* and ou A£>, i/z, i^E, etc. the flgure 2. The \oa4
I
I
444
MBCHAXIC8.
(ransinlt 8/6 tn each direction; uiiie 8 on «Bcb of the men
whioli thlii strttBs poKReK, and bo od for all the l(hsds, wlien tbe 1
BevuTiil iiieiulierg will appear oa on ihuuiic. Adding them up,*!*!)!
fulluHlng tuials:
T«,«io„«„dla«o„au|^/ ^^ ff ^J-^ «^ ^f %« \^ ^^ ff
Oompre«Hou on ve.HcaU j -'^,f f J" «f ^^ ^3^ f"^ O
Each of the fiKurt-s In Ihe first Uof! is to be multiplied by 'i/^fKtu
aiiKJe HAJ^ or 1/Si' X AJ-i- AH, to obtain the teiiKliiii, and faoli fi^l
Inwer line is to bt- ninliiplied by l/OPto obtain the compi-ussion. Tl
onala HB aud >''U receire no strain.
I
It is common to build this tiiin.^ n-Uli a diagronal stntt at HB lnst«a
post HA nmt the <liai;^tiHl AJ : in wblch case R/6 of the load PH
throiiKh JH aiKi the Bti ut iill, wbich latter thL-n receives a strain —
secant of HliJ.
The stitlina in the iipprr and lower horiaiiitol inernlwrs or chords I
from the ends to tlio LT>ntre. ns rIiowii in the cuKe of the Burrtru
receives a tbrimt eqitul to the liorizoiitiil compoiii'i.t of tlie tension II
IVltf X tan AJB. Uc tHrelvi's the siime thrust 4- "'e horizoinal eon
of tile tension In BA'.nnd so on. The teiislun In the lower eli'inl of cm
is the same as the thrust in the upper chiTd of the jiaint» i-wuiel. ift
lalioi] of the cliiiril stiaiitH by Ibe iiielhiui of inoinent.s. »t^' Ih-Iow t
The iimxinium thrust or teniilon Is nt the centre of th6 chondRsart
'" u K ■ '" which IV 18 Hit» total load supported by the truss, I. Is tbl
and D the depth. This is the formula for maxiinum stress in tttd
of a IriiBS of any fiinii wiiniever.
The nbove ealLnilatlon is based on the ii>*i]in|itinn that all Ihelowdl
eiL'., are eqniil. If tliej- are (iiieqiial thi^ value of eiu-li lias to lie i>i{
nocoLint in diMtributinu the stmhis. Thun the tension in AJ. "Itli
liinds. insleail of beiiiR IS X 1/C P sccaiif 9 would be sec B X i:t/(,P,+i
a/li P, 4- a/6 p. A- 1/8 P^.) Each jiam-I t.md, /-, etc, iiicludrg llfcfnJ
the « i-i|;hi of iiie li nss
General Formula for Strains In Diagonals and Vcr
— Lei II- miiil nnnile-t of iinni-ts. a' = nuinber "f iiny vepiimi cut
fconi the nearest end, conntlfig the end as 1, r = rolling load for eud
P -- tcUil loud fur ea<;b panel,
Sirttki oTi vertical-! =
[(«-
;»;)+(» -j!)«-(a-lH-ij--l)'lf . >U^
For a unlformlj distributed Innd, leave out the last term,
[r(i-l)-)-(a;-ljsj+Sit.
Strain on principal dia)i:oniilH=:: strain on verticals X i
Kcenat. of the nng-fe the diaKOnal mRke* wVl\\ X\\e vertical.
titrulr. on /he coiiiiterhraces : The nWttio oi\ V\\e to\»«\«>sr
punpl Is 0, it the load is uniform. On l\\e ai.^A. 4v\l,«
L l-hS 14-2+3
etc., P being llw toVa\ \«aa \w owe 1
STRESSES IN FKAMKD STRrCTUEES.
445
trmlnln tlieCliorda method omomeiita.-Let tlit tniss be
brmly loaded, llie t-'t.-' load iii'tlng on it = W. Wcichl supported at
end, or njacliim of the ahutiiii^rit = TV '2. L«M>)fth ct the trui« = L.
Kht on a unit of It^ugtli = M'/L. Uorizmila] distauce from llin IK-Hrevt
menl to the (mint (miv J/ in Flit. IVSiiii the ctiord where the stmiii its to
iHteniiiiittd := X. Knrlzr>ntal strain at tliat point iteiislon on the lower
d, cornpresfiiiin io tin i!(.iiK»rt = H. iJeplli of lii^ trus,« = /», hy the
hoil of inonn?iifs '.ve tultn tlie differoiicH of tlje moiiie<ii>i. ntioiil tlie point
f the l-pHC'liuii uf llie iiliiiliueul aud of lliu load lielwefn HDd t|je abut-
U, and equate ilint 'iflerencn with the raoment of tlie reaiiit&nL«. or of
mtnUn in (be horizontal chord, cousid»reU with refureuuH Io n point in
opposite choril, alx>iit which the truss would turn It the ricst chord WMru
red at if.
ie moment of tlie reaction of tlip abutment is Wx "8. The inonieiit of
lomi from the nbiitirieiil to M is irXxX the dislani-e of its cent-oof
rtty from M, which i&r/'i. orinonieut = Wx^-t-'^iL. MuiueirtoriliHsiireaH
m ehord = fl/> = ^ - ^^, wUetMSc tl = ^,(x - ^\ If x = 0 or Z^
. If X = L/a, ft = — JJ-, which is the horizontal strain at tlie loiddlo
chords, Rg before given.
he Howe Trniia. (Fit;. ISO.)— In the Howe iniHS the dingonaU are
U, and Uiti verticals are ties. The calculation of iitraias luay be made
Fio. 138.
_ gftm^ method a.« described nlmve foi- the Pratt trusn.
le Warren fiirdcr. (Fig. li?.)— In the Waneu Kiidsr, or trtaiifnilar
, there me no veitloal stmts, and tiio diagonals may iraiistnlt either
Ion or compreswlon . The ulralns in the dfaRonals may be calculated by
metlipd i>f (iistrilxntion of ■strains as in the ruse of (he reitnnL'nlnrlniss.
the princfplf of the lever, the load /', lieiiij; 1/10 of tlie lenKth of Tlie
from the iineof the neuietit suppitrl <i, tranntnltH 0/10 of it< wel^,dit to a
I '10 to g. Write 0 on tlio riRlii hand of the .itriit la. to n>vretu>ut the '
pfS'i'"!. ,ind I on fh(> rl^lit haiiil at t/j, ir, Sif, etc., to represent com.-
t ■•""'o''i''^, f-* P'r. toreiii-eseiit tension TUeUiaA P,
I- ' /" "lO'l S 10 to f/. \<ri(e T on eueh iwtnnber trom
•, '■ ;"J™ -,"* J/. I'lucinK tin! rikc«ire» rtMi\-«>swv\>\-nB
«B/*..'to//"'7-^wv^^/ f.?fh"' "'*" '"••'"''er, atid those rs-pv^o^^"^^*
oo rtr lau. Hr.H-.'.'cl l„ tbe same mnnner with nil the \oiu\ft, \,\;lcO
446
MECMAXIC8.
sum up the Afnire* on each side or otich dlagoiia), nod write the4
of encii 8iim beni-atb, and on tlie side of thp RreAt-er suui, to sfaoT
the (titTerence repi*eseiit>> tfUBiou or L'onipre&wion. I^ih resiiltH arel
Comprcasion, la. S5: 2/i. IR; 3c. 5: Hd, S; 4*. 15; 5;/. "JS. TenBion.
S: M, 6; fie. 15. Each of Ihwje fiKiires la In be iiitiltiplipdhy 1/lfl
thi? loads OS Pi , and l)y the secant of the auKle the diagiouaU i
vertical line.
The strains in the horizontal rliords may be determined by the t
nminf'iits ns in the case of rrctaneiilar trusses.
Koof-lrilB». — Solution by Method of Momenta. — ^The <
strains In Btrnetiires liy the niethotl of smtlcal momenta coosiBlsl
criiRs-section o( the structure at a point where there ai« not r
three nieinhers [Htrnts, liraces., or cliords).
Tn tlTiii the strain (n eillier one of tliese inemhem take the moi
the Interspetion of the other two as an axis of rotation. The i
ninmentg of ihese nieuibers iniist l>e 0 if the fitnieciire k^ En 4«
But tlie nionientg of the two nieinljers that pass tlirouKh the poiol
enoe orniiw ore both 0, hence r.ue equtttiuu containing ooeunkfl
tity cau he louDd for uavh cross-HeclioD.
In the tnjSH shown In F^K. 158 take a eroM-sectioi ■ .
gtrain in the tliree nienihers cut by it, viz., CS, K.
exerted In liii-e^^tion CK, Y = force exertetl id iln
erte<l in i1Ir*L'lion Fit.
For Jf take its moment about the tiitereecl ion of Fand Zatpi
F take its moment abont the intersection of Xand .STat .4 =
im nionient ah4iitt the inltrsection of -Y and F at K= Zx.
i-s 15, p = 38 4. ^o = ao, CfJ = ao ft. Let f,, Py />,. /% b« (
shown, and 'A^ Plbe reaction of the abutment A.
TlieHum of all the moments taken about D or Aw R will
BtrncturB is at rest. Then - Xx -{■ ^.TiP x SO — P, >; ia,S - /», ;
37.5 = n
The -l-.siinin are for moments in the direction of th>-
"clockwise " and — slcns for the reverse direction or .
p = />, = A - p,. - 18.0X4- nsp - np = 0; - i^
100P-i-18 6 = S.3T6I'.
- Fjr + Pi X 37.5 -1- P, X 25 f P, X 1S.5 = 0; 88.4r = 7BP; Ta
= I 9S3P.
-Zz + 3.5P X 87.S - P, X S5 - P, X IS.S - P, X 0 = 0; I5Z =
6.3SP.
Ja the same manner the force* exe\'\e4 \n \.Yie «A\\ev meinber'^
found as f.W/oiis: KG - R.7SP-. fJJ = B.mP-, JA ="».ViI-, JH=>J
i.SO^': AH = rt.-'iP; HF = T MP.
^ The Fink Koof-traHin. '^^K- "l29.>-^2V*^»''^22Li.Sl
brick ( Van. .V. Mag., Aur. 1880) RWea ttieloV^owtoft "«««»»-
i® ^^ ^lUMKu STKucruitjss, 44I
•^ 0 \ F; ^
d
^ ■■ fcu ■ II 1 1^^
x1
J
i
■
"L/D-iPD/Ll
■s -f- L -
ic ft., with four ■
onspBchat the
iiifinif no Hi rain
= 3* ft., f> = 18
472, S -*■ D =it,
\ are as follows:
= 25. W tons
1 = 3.S8 ••
1 = 7. IB "
~ 4
= 8
= 11!
t
V
£ V
la. I29(T.
risoft steel),
MECHAXlca
lip the fif^ires on each side nf mhoIi ilinkT
of each siim tieneatli, ami on tlic -
the difference represent-, tension
Coinpreasion, la. i5; 'ib. IS; '6c. i:
6; id. &; 5e. 15, Each of Ibese ttKure>< L> tu lei
the Iniids asi f>, , and by the secant of tiie angle 1
vertical line.
The KtrainR In the horizODtHi clvf
moments ns in the caise of rectuii^
ttoof-tmmm.—Soluliuii by M-
strains in struetures hy the nicthoil uf xutlcal i
crnss-section of the sirucliire ar a point wl
three inerabers (Ktruts, braces, or chords).
To find file strain in either one of Oieoe iiieni<H
the intersectinu of tlie other two a» an Biis <
moments of thi'sc members niiisi \ie 0 If Ihej
But the nioiuent^ of the two meinliet-i; that i
ence or bxLs are both 0, hence one equation j
ttty cao be found for each cross-section.
yX
\
12.5
In the trow shown In Fljt. 128 take a cpoi
strain in the threi- inenibers cut by it. viz.
exerted in illre<-tion CK, 1' = force exerted I
erted in direction Fh.
For X take il« uioirient about llie Inti
y take its moment about tlie inlerseiition
flM iiionient about the intersection of JTa
lt»U, K = .18 t. AD = SO, CD = ail ft. Let
shown, and SVJ Plhe reaction of the abuti
Tlie sum of all the moiuents taken about i
sinicture ittat rest. Then - Xx + ZAP
Vi.t> = 0.
Tlie +. hI^k are for moments In the dli
"clockwise " and — signs for the reverse'
P= i; = P. - />„ - 180X+ ITS/' - TBPs
ioop-4-i8« = s.srcp,
- I'jf + P. X 87 S + P, X a f P, X 12.5 = 0;
= ishsr
P, X 18.5 - P, Xl
ip.
-Zt + 8.5P X Sr.S - P, \ SB ■
i.HiP.
In till' sniii-' innniier the forces exerted In llie i
^ - B.rSP: OJ = 8.07P: J A
'P= T-WP.
• t'trunm. iFig. I39.v— .in
.VUK. 1««) <5Vtb» X^ Ya9&Q«
K6
-m
Tlie Falirenlipit thernioiiieler is (te-neioUy u»«l In EriKllsh^p**!!)^* J|
trios, and tliu Ceu U'ltrade, or French tberiiioiuuter. In t-otmtri^ rimi in»
nietHu svKlem. la many scieiilillc MeAtiues in Eneli^)
f;r:i<lH tHn)porHtni-i*ff nre iilso ust^d, either with or wit I
pijuivnlt-nls- Tilt- ll^auuiur thermometer la used iu Ru j i
auil Eb)-|iI. tC'Inrk.)
Ill till? Falirvulieil ilicriuoiiieter the ftecxinR-point of nat/r la I
and llie I Mailing-point of water at in&an atniojinln'Hc |M-f<?iin» i
IfVfl, IJ.7 lbs. per st^. in., ia taken at i\2°. Ilie ui
Iwinl-H beiiit! divided into 180". In the Cent iitnide ■■<
ilie rri.'<'ziiiK-p(>int. i«i taken at'V°. The boiliiig'|K>ii i
noale, and S0» in I ho R6auuiur.
1 FaliivMlielt depree = 5/9 das'. CetiliRrade = 4/9deK.
1 t'eiiligrjide desTee = fl/.^deif. Fahrenheit ^•I/ndeg. i
I R^^iuiiiur degitje = «■■) defr. Ftihrenhelt = 5/1 dejt. Oij
Teiii|«'inliiie Falireuhett = B.'5 X lenip. C. + 33° = B/« R.-fr^
Teriiiieiatiire OntlKrnde = S/9 (l«mp. F. — .^J*) = B/« R.
I'lVmiiKi iitnie Ueiiiiniiir = 4 a tptnij C =4/11 (P.
.'nerrurlal TlicrnioniFtor. (liankine, S. E., p. "^
jBJtpttUsiun of meicmy wjili rise uf leiuiieiaiiife ini.Tea.senA5tl
Sbeeomes liigher ; from wiiich it follows, tl at if a then;
dilatation of niercnry Biniply Mere inude to apret- witi
•t :)■;" and ■,'f.", tlici ineriMiilal ihermoiiioter wi>iild flhu.,
than the air theniiomel,er betweeti thuse Btondard pomiH, on
pei'atures Ijeyond tliein.
For example, ttccoidinif to Reenonlt, when the air tliernion
■ ao" C. {— (it3",r" F ), the nieicijrinl llieriiioineler would ma
(JM.SS" F.), th« error of the Inner beinc i" ejteena IS.IB" V. la
.\ctmLl ineri'urittl tliernioinelers imlionie inlervalB of tein||
tlonnl Irj the dilTereiice between the expannlon of inercnry (
The Inequalities in the rate of expaiiHion of the k'^^^ ^
ditfereid, for different kliidn of (rla*s) conect, to n trenierc
I errors arising from the Inetiualitius in the r v '
For pruclieni purposes cunneoted Willi
iBoineter made of eoninion (flnxs may In- <
firith the alr-therinuiiieter at all leiniKMatun-.s not e.Mi-eum^ '
'^1
PYR031ETBT.
Principles Vmed. In Varloua Pyroniete.r«.-ContM
by heat, r«» in the Wedgwood pyroiiiet-^r u»eil liv poKerB. Mot i
Jha contraction varies with the tinality of the clay.
^ KxpanKioii of air. nx in i.lie air-ihfsruioitietera, \Mbor|;h*l pjrron
[ntr'aKd Sti'inharL'is pyroineter, etc.
t«|M''Cill<- boat of aoliUii, as in the copper-biUI, |il«llnuu)-b»il, i
pyrometers.
HgiwtiYe eipniislon of two nmftali) or other giibstances.twi
■" iiwirROiid Hnlltley's pyrometers, elu.
B-poinl.s of meliilR, or other siilwlanws, ns in approxtn
!!■; if teinperatiire by nieUiiit: pieees* of iluo. lea.l, > t.
M'lit of !^tren^ih of a tlieriiio-eiectrio oiirT»-i ;
' iou of two metals, as in Ia- f 'haieller'n iiy i .
'•I't'trlc ri'ftisiniice of plaiinnm, n.i In llie .'~
•^'('li • ' '• i 1' II weij;l)e<l qunnlitj' of wa'er inolj
< i< I <,>rTciui»rrnturci»uplo 800'
liru Ml llie Ulbt; abut e Vkw uvKkuUkvi , llaij« I
-^^!!!!!!^^gs»a®r,«*o«.,„
^^H
4^0 l-BKfRRATt'RKS, r AlfBETniKfT Jlfl
*^" CKNTIOKADK. ^^
F.
a
F.
c.
"•
C.
F,' C,
1
r.
a
F.
C.
-«)
-40.
26
— 3.3
93
83.3
158
70.
iSt
106.7
90
IS
-«
-89. 4
87
-2.8
03
39.9
159
70.6
■m
lOTjB
801
—38
-S8.B
28
— 2 2
94
34.4
160
71.1
226
ior.8
ava
1414
-«7
-aa.a
29
— 1.7
95
S,'>.
161
71.7
asn
MKll
8H
141
-38
-97.8
30
— I.l
06
35.6
162
7?. 2
228
108.0
8»4
m<
-35
-87.8
31
— 0.6
37
86.1
163
72.8
■229
100.4
896
14«.l
-«
-36.7
32
0.
98
30.7
164
78.3
aam
110.
8WS
1467
-83
—38.1
33
+ 0.6
99
87.2
165
78.9
231
110.8
287
14J.»
—33
—3,^.8
34
1.1
100
37.8
166
74.4
•-':«
111.1
896
l4-.«
-31
-35.
35
1.7
101
*<.8
167
75.
333
111.7
890
14&1
-30
—34.4
36
£.2
102
3s.g
168
75.6
234
112ja
soil
iiat
-29
—83.8
87
2.8
103
89,4
169
76.1
235
118.8
801
149 4
-38
-33.8
38
3.3
104
40,
170
70.7
236
118.8
an,
m
-37
-82.8
89
8.0
105
40.0
171
77.2
237
118.9
803
mt
sa
-*j.a
40
4.4
loa
41.1
172
778
238
114-4
9)i
151.1
—26
-31.7
41
6.
107
41.7
178
78.3
28»
118.
806
IBI.7
—24
-81. 1
42
5.6
108
42,2
174
78.9
210
11Sl6
aoe
IMt
-23
-30.IS1
43
6.1
IDS
42.8
175
79.4
341
116.1
807
I£t«
-28
—30.
44
6,7
no
48.3
176
80.
242
1147
J08
ts&a
-21
— -^9.4
45
7 'i
111
43 0
177
80. G
243
117.8
SOD
i!a.0
-ao
-28.9
46
•r'.s
112
44 4
178
81.1
244
117.8
no
151.4
-11>
—28.3
47
e.3
113
45.
170
61.7
2I.'>
118.3
Sll
151
-18
-27.8
4H
«.«
114
45.1
180
es.i
240
118.9
SI3
i5&e
-17
O^ *>
40
0.4
115
4B,1
181
82.8
■:i7
119.4
813
IHl
-15
— m't
SO
10.
IIB
40.7
182
88.3
218
130.
814
1S6.T
-15
-36.1
51
10.0
117
47,2
183
889
249
180.6
315
ISTJ
-14
—25.0
.52
U.l
118
47,8
184
81,4
S.V)
181.1
816
mi
—IS
-25.
M
11.7
no
4h,3
185
66,
851
181.7
817
ttu
-12
-24.4
M
12.2
120
49.9
186
85,6
25S
law
S18
m»
-11
—23.0
.Vi
12.8
121
49.4
187
86.J
858
188.8
819
UM
-10
-iH.a
fi6
13. S
128
50,
188
88,7
£54
l&S
3iO
'*.
- 9
-22.8
57
13.9
123
50,6
189
87,8
855
1819
821
i«ad
- 8
-JK.2
.S8
14.4
124
61,1
IBO
87.8
8S6
Ut.4
8£i
ItU
- 7
—21.7
.59
15,
125
51,7
191
88.8
9S7
186.
893
lei-T
— e
-81.1
00
15,6
126
62,2
192
88.9
8S8
18S.»
m
1»
— 6
—20.6
til
16.1
lOT
52,8
193
80.4
890
iat.1
SB
- 4
-20.
62
16,7
128
53,3
194
90.
aeo
188.7
M
IBU
- 8
—19.4
63
17.2
129
53,9
IMJ
00.6
»ii
1S7.8
«T
lau
— 2
-18.0
64
17.8
130
54.4
IWl
91.1
262
127.8
3S8
1614
-1
—18 3
65
18,3
131
55
107
OT.7
263
188.8
»«
Itt.
0
-17.8
IJ6
18,0
182
65 6
198
92.2
864
128.9
8SU
166.6
+ 1
-17.8
07
19.4
13.1
68.1
199
ga.8
26.'(
189.4
331
lAl
2
-16.7
G8
20.
134
66.7
200
93.8
2C6
130.
838
m.7
8
-16. 1
00
20.6
135
67.2
201
os.g
2C7
130.6
838
}ms
4
-14.0
70
Sl.l
1S6
578
202
94.4
208
181.1
884
ie;,s
B
—15.
71
81.7
137
6S.3
303
95.
20,''
181.7
835
108.S
6
-14.4
78
82.2
I,S8
58.0
204
96.6
270
IWJ
8se
l«M
7
—18.9
73
32.8
1:39
69.4
•-"05
90.1
271
182.8
8«:
1(04
1 8
—13.8
74
83.3
140
60.
2(W
96.7
8S
183.8
9»
1»,
^^ft^n
— 12.S
75
KJ.fl
141
00.6
207
97.2
873
iss.e
S3S
in.6
-12,2
70
34 4
112
61.1
20S
97.8
274
134.4
SIO
171,1
-11.7
77
2.^,
143
61.7
209
oe.3
275
186.
841
in.7
^n i«
-11. 1
•;r
25. «
144
62.2
210
98.9
27(1
135,0
.'wa
IflU
■ 13
-10.8
7B
2t!.l
145
62.fi
211
1194
277
I86.I
843
in^t
1
-10.
80
20.7
140
m.a
212
100.
hn
isa.7
344
17>.»
■
— i».-l
KI
27.2
147
63.9
213
loo.n
■.'7U
137.8
Mf,
laj
■
- «.o
W
27. S
MH
B-I.l
214
101,1
-Kll 137.8
3ir. 174.4
■
— 8.3
H3
2!< :j
MO
IIJ
21,-,
mi 7
•-''i! 138.8
34r )7&.
■
-7.8
H4
8S,0
150 ;
ft,'..*!
-■ ):i,S,9
^^4^ tTH
■
** •!
8S
29.4
I.M
iw; 1
1 1:13.4
840 i:<.i
H *>
- «.'7
80
30.
I.VJ '
(X 7
"'IS' ■'
- .1 no.
s&d ifM
^H
- • «7l
ao,«
I.V)
■ 1 uo.o
■
81.1
I.M
'■ 1 . i
:!• '''-
^^^^^H
^K
St, 7
IN.
\.'
' :" '.
^^^^^H
S2.8
l&O
W..9 ■tilXVti f,\
«).4\'{a\\(*A
.■aftU«*
SV^^^I
Di.H
IB7
\V»i \«L&Wk1^H
h
^^^H
■
■
■
PTUO^TETRY.
or Copper Ball Pyrometer.— A weighed piece __
opper, or irmi is allowed to remain In the furnace or heated
it has attainwl llie temperiiture of its siirronndinifs. It is then
ken out auii Uroniied iiilo a vessel conltthiinj; water of a known
temperature. Toe water is stlrreil rapi{lly and its maximum
■ fnkeii. Let W = neistit. of the water, ic the wei^jht of the bail,
tinaJ and Tthe flual heat of the water, and S the speciAn heat oi.
**— 1 the temperatiiro of fire may be found from the formula
W(T- 0
+ T.
l)l&eAQ speciflc heat of platinum between Si" and iid' F, is .03333 or
nmt uf water, and it inerensee with the teiniK-rainre about .000305 for
rf. Korafullerdescrlption, by J. C. Hc«idley,.'«cTrans. A.8. M. E.,
Oamparo also Henry M. Howe, Trans. A. 1. M. E., xvill. raS.
r «M^.L, .,..,■ <>,-irrection« are required for Tarlations in the specific heat of
f the metal at (lirfi'jent temperatures, for loss of heat by
[iM metal during iLe i['ari8fer from the furnace to the water,
• 'I '■! IIS during the heating of the water; also for the heatr
the vessel O'Milniuliif; I he water.
■k may be u.se<l insieml uf IhL' metal bull.
riiermo-electrle Pyroiueter.— Por a very full
liy Joseph Stnjthers, Schuoi of Mines QiKoierlji, vol.
nil by I'rof. Roberts- Austen l)efore the Iron and Steel
vhich this pyrometer Is conslrueleil In the lueasure-
• lectrleily prodULjed by heatini^ a coti|)lo coinposei! of
and llie other 7>Iatiiuun with ]0% rhudium— the cur
Detr.
iu^ measured by a (galvanometer.
in at iJie gas w^biuli surrouuds the couple has no inau«<tice
iiures above 'HM' F. are to be studied, the wires niiisl have
1 on and must be of good length, so that all pans of a fur-
lied.
furnace, about llUfcet is the general length. The wii-ea
au iron tube, ^ inch luteriur diameter and held in place by
: taetriry rlay having two lioles U-ired through, in whieii th«
i The sliortness of time (live seconds! allows the tempera-
.lithijut deteriorating the tube.
thi- nvrometer In lueiuKuring furnace temperatures under
'itions show that the ri:ading«of Ihe scale uncorrected
I", of the Correct leinperaiure, and in the luajority of
Ills this is siifilcicnilv accurate. Lo Cbntelfer's py-
, yiieeii & Vn.. iif I'hlladeljiliia.
:■ or Le CIiBfoIier'B Pyroinctci*,— W. O. RoherLs-
-rtr.-lie.s on the I'roptrlies of Alloys. I'ruc. Inst. M, E. 1899,
rive force produced by hcuiiug the thermo- junction
;ii-e is measured l.iy rhe movement <»f the Kpot of light
ill iiiilliiiii'tres. A forimila for converting the (ilvi-
I'luetrii" ilef^rees is toveii t»y M. Ijt*. C'lmteiier: but
• (lie by healin); rhe thenuo-junction to teiuper-
■ ly carefully delermlued by the aid of the ulr-
, to plot the curio from tlif diita so obtained. Many
Ids have been established by concurrent evidence «f
■1 now very generally accepnid. The followiuj; table
of iliese :
4
Oeg. F. Deg. C.
C.
""•■"-rt)oll9.
■nells.
■ IV boils.
- iiellK.
ttiiipltur boils.
Alnniiniim melts,
••iiiiini iX'ils.
fcturea Developed In Industrial Fnrnaceita
tiitex that liy uieAiis of bis pyrometer he Iuih l^tscnv«(l
ture* which otiair in iiwlling' Bled and in olher Vodi "
nm
^5
Silver melts.
1850
1015
I'otasslum sul-
phate molts.
1913
1045
Oolil inrfts.
IKKI
laM
t'opper melts.
I'alladlum melU,
li73J
1,^00
*fir
KTS
riatinum melts.
r
452
HEAT.
M, I« Oiatellpr nnd^ tbe inelltiiK heat of wblt6 ca»t iron III
Mnd llmt ijf Rray caal imn ia3l>» ca-.'S" K.). Mild stpel nieKunlW
F.). i«-iiii.inlld at 1J5,')° iif\M' K.). ami ImrJ wlefl al IllO" I'A'W Y
furiincp fur tmrd pijroelnlri at th? end of tli<>' baking Ii&h a h«iil'
VUW F,). Tlie bfiit of a nonnnl iiiuniidesceut laiiii> is iwu'iStrt'
it niny ti«i>lighp(l to beyotiil '^lOO" (381.:"' F.i.
Prof. Kolwrts-Aiisleii (Recent Ailvniit'ea in Pyromelry. Trtils. A.
Cblcttft" Mcetliiir. l^PSi (fives an excellent description 'of modenl
pyrouieters. Tlie following are suine of bis temperature del«rmliw
OotJJ-»IBL.TlllO, ROYAI. MlBTT.
Di'Kree*. 1
OntiKrade.
Temperature of BtainJai'd alloy, ptmrini: into moiiMs. .. IICO
Tem]ierivlure (if KiiiiMlBril alloy, pouring; into m<iiiUis (on
n previous ocL'iisioii, by Ihernio-conpte) 1U7
.\iini>al[»g bltnks for coinage, teiniicrrttine of cliamber.. 880
SlLVKB-MBLTISO, HoVAL MtSfT.
Temperature of staudard alloy, pouring into mould WO
Ten-ton OPEN-niSAitTn Fitrnace, Woolwich Arsesau
Teiiiiwrature of nivel, 0.8* carlKin, poiirioe luto ladle 1045
Temperature of steel, 0.3* carlxin, pouring Inio large
nioulil IB90
Kelieatiuc furnace, Woolwich Arseual, temperature of
interior 980
Cupola furnace, taiiiperature ot No. 3, cast-iron pouring
Into laille WOO
The following lietf nniuatioDii have been effected by M. Le Cbatal
BKSiiRuiini PBOCBas.
SIx-tou CoDTerter.
OmtUmm
A. BiithorBlae , 158D
B. Metal ill ladle,,, 1$40
C. Metal in itiirot mould 1S80
I), InKut Ii> ■'eueHtini; furnace IMO
K. Ingot uudei the Immiiier ..., lOGO
Opes-hcarth FuR.yAcc (Siemens).
S<-mi-Mild Steel.
A. Fuel prfis near eaa Keneiatoj* 7*0
B. Fuel KBsenterinif into bottom of reKHneratorchamber 400
C Fuel Kan iBKuinjt from i-effenerftior eliamber ISOO
Air issuing from regenerator cliainber 1000
CaiUNET OABSa.
Fumaoe in perfect coaditlon , 800
Open.hrartb FcntxACB.
Bud of Ihft nu-lliiie of pig obarge .,.,.... ]4aO
Coaipleliou nf cuuveriiun ISOO
Molten Stiiel,
In tbe ladle — Commencement of (tasting ISM
Knil of fnntJUK 1490
In the moulds. ,. 1530
For very mild (soft) steel the temperatures are higher by SOJttl
BlKUEKS C'RCi:inlJC OR PoT FUKNAOK. ^H
Fitmace ^^^"S
/'"riclled ball— End of operattw. "
lir-YoionM y to the air-voinintt K, can be raeaMirea By kma-
It this prtwaiire Ih uf course ft fuiicllQu of tbf lompciniure T,
troduction of I'', wi? have ttm iwl» swiuirat*' air-vuliinie«, Pal
ure T aiiiJ [' ' at llie teiiiperatuie I, Iwlii iiniler rlie nliiiospheric
After lb(- forcing in of V into llie glolm, wo liuve. on Uic
y the volume Koi lUo temperature T, but luider the pi'essure
ihAir-pyrometpr is adapted for use at biiist-fiiriiacesi, Hinelllii^-
niiiK and tempering furuoces, etc., wliere delerminarioiia of
from 0° to aifK*" F. /ii'B required.
Plre-«lay Pyrometer, (H. M. Howo, Kug. and tUniitg
7, 18B0.) -PrufcNior Segpr uses a series »>t sleudiir triaugular
unidn, abuui '6 inrlies lii^li and % inch wide at the bad«. aud
e8« fusible than tlie next : th«*ti he oills "nonna! pyramids"
fel ">. When tile serifs Is piiU-'CiJ iu a furnace whose temper-
MiiW raised, one after another will bend over an its range olf
eacned : and llic teniperalnrtt at wliiih It Ikijs bent, or "wept,"
! apex touches the hearth of thd furnace or other level surlHcc
' gtandiue, is selecteii as a point on Setter's scale. These points
irately determlneil by some nlisolute uiethod, or they may
to fHve comparative resiilr.s. Unfortunalely, ihepe pyraiitldK
Ications when the tempHratnre in statlimmy or falling.
ind Noael'm Pyroiuctric Telescope. (/iLud. >— Meaure
lyrouietriu telf-scope giver- u.s an iiiiiiniliitto deterniinatioii of
turu ut iucaudeiicoat bodies, and is therefoie much better
iSes wlieroo great number of observiitiojis are to l>e made, and
vbIs, than Seger's. Such cases aiiue m the careful heating of
,llu t«te:$cope, carried In the pocket or hung from the neck, cau
reinnn or lieater at any luoment.
)D the fact that a plate uf ((uariz. cut at right angles to the
;he plane of polarization of poliirixed light to a degree nearly
portional to the square of the leiifrth of the waves ; ana,
lie fact that widle a body at dull reduesH merely emita red
teoiperaiure riats, the orange, yellww, grceu, and blue wav«a
ipptiar.
ffc a plate of quartz Is placed between two Nicol pi isms at
g^[_raj otinonocbromatic light which ^a.sties the Ilr.it, or
ftttd tbd Rtwltoii to obiAlned by aa aepitator sad n'gatoted
water o( constant lielghr.
The tension in the chamber betn-een the apertures Is
niannnicter.
The Alr-tUermoniPler. (Prof. R. C. Carpenter. E»
1Sl.*3.h— Air is a perfect tlivrmometric substance, and if a |
be ci>ii9idervil, the product of Its pressure and voltira
absolute teinperatiire is In every cage constant. If tb
reinalu conwtarit, the temperature will vary with the p
pressure remain constant the temperature vvill vary wUli U
the fwmer eondiiioii is more e««(!y oitaineii aii-thermoraeti
cousliuctetl of frinstaut volume, la whicli case the absolut
will vary with the presjsure.
If W8 denote presaiire by n and p', the correspondinj;
mures by Toad T', we bIiuiliq have
p : p' :: T : T' and
T
T> = p'-.
P
The absolute temperature Tta to be considered In everj
than the tliermonieter-readlng' expreiuied in Fabrei)lielt del
form of the above equation, if the pressure ii coi-responi
absolute lemirjeratui-e T be known, T' can be tourwi. Tlie i
coustauL which may he used in all detenulnations with the!
pressure oh Un* inslruHU'iil tsiu be expressed in inehei of
evidently the atuiusiilKTic pretssure b as shown oy a bai
nihiuA an a<iditluiial amount h sbowu by a manometer aU
thermometer.
That is, in general, u = ft x A.
The temperature of 3» F. is fixed na the point of nieltlnf
cnse r = 460 X 32 = lOS" F. Tills temperature can be pre
rfiundinj; the bulb hi uieltiiip Ice and leaving several miiiut
temperature of the <-ontlned air Bhall acquire that of the
When the air is at that temperature, note the readinc:
tnnnnnneler h, and that of a barotueler; the sum will tie tni
responding to the absolute temperature of 482° ¥. Tlii
^ iostrumeut, A' = 482 - p, once obtained, cao be used in all
{
NTITATITB MEASUBEMEKT OF HEAT. 455
tcid
a
- 148"1
- 1(«
_ 39
4- 9.5
:: :::::::-:::^ u
icid
1«
32
4S
i W
, ll'J
118
100 to 1«0
ViO
d
. 131 to 140
. 136 to 144
143 to IM
158
194 10 808
;i tin, S bisiiiuUi 199
am
£89
, 1 lead.
as4
of iron, slowly heated In conttict with air, assumes the fol-
annexed temperatures (Olaudei):
Cent. FaJir. Oetit. Fahr.
2S5 437 Indigo at 888 630
843 473 Blueat 293 GftO
we 60» Green at 382 aaO
377 881 "Oxide-gray" 400 752
POTNT8 AT ATMOSPSBBIC PRESSURE.
14.7 lbs. per square iuch.
nric lOO* F. Average sea-water 213.2" F,
■■■■ J18 Saturated brine 280
140 Nitricacld W8
140 Oil of turpentine ttS
145 Phospborus 654
150 Sulphur BTO
173 Sulphuric add B90
17<I Linseed oil &V7
212 Mercury «?«
oiots of liquids increase as the pressure increases. The boil-
ler at any Riven prefaure is the same as the temperature of
!am of the same pressure. (SeeSteaui.)
riNG-POINTS OF VARIOUS SUBSTANCES.
ine figures are givpn by Clarlc (nii the nuthurily of Pouillet,
Wilson), except those marlced *, wliich are Klven byJProf. Hob-
;n his description of the Le Cbatelier pyrometer. These latter
the most reliable flares.
' F. Alloy, 1 tin, 1 lead.. 370 to 466<' F.
Tin 44Sto 446
Cadmium 442
Bismuth B04 to 507
Lead aoeio 618*
Zinc 8S0IO 779«
Antimony 810 to UfiO
Alumluuni 1157*
Mat^uenium ISOO
Calcium Full red heat.
Bronze 1693
Silver 1783* to 1873
Potassium sulphate 18511»
Gold 1B13* to ftjJK
Copper 1989* to I9»(i
Cast iron, white... liKU to tiOT£*
gray iOia to 278B '»1S»
Bteel S373 to 25:).'
" hard a670»; mild, 208.*
WrouEhilroii 87*i to 89K
Palladiuui SfTA-i*
Platluuin 3ai7*
g-point of fusible alloys, see Alloys.
kel, and manganese, fusible in highest heat of a forge. Tung-
Qmium, not fusible in forge, but soften and agglomerate. Plati-
llum, fusible only before the oxyhydrogen bluwptpe.
NTITATIVE KTEASUREmENT OF HEAT,
Heat.— The Brilitih unit of heat, or British tliermal unit
tluil quaiitity of heat whieh is required to raise tht- ieiii|>fiature
t^Tater 1° Falir., at or near 39°. 1 I'"., the teni peralure of ia^kxV-
KC water.
TthTiiml unJ/. or calorie, is that quantity of heal ■w\>lc\v \8 ve- ■
ff the leinpt'raiure iif] kiloifmmme of pure water 1° Cent., at ot ■
•i/cJi If f<liiiiaIorir. lo Xf.j F. V
larle ^SUtm Dritish thermal u;ii(s: I B. T U = 2KI ca\oTve.
>"- 1^ sometimes used by KuglLh writers; it iTtUe qMua-
1
456
HEAT.
I
titr of beat remiired to rais? the teniiwrntiir.^ <.f i Hi ..r «.iiit I' C
culoi-le = !)/5 B.T.TJ. = n.4.'»")fl calorie. Tli-
COj.lHSJifil 10 lieSOWfalririrs. 'niiiflK'liiv i
fop pound otjoj-les, na it is tin- number of i
1° C. by tb« coriiplt-le i:oiiil Uiitintl nf 1 lo. "
iiilosrammes of ivuler tlinl can be niiAt><1 1> C. i
of carbon; aHKUiiiiui; iu endi (.'a.s« Ihnt all the li'
to the water.
Tlie necliiaiUcal £qalvalent of Heat Is ibn number of
pounds i:'f lUHcliuTiical eiiei>^y e<|iiivuifiil to one iJt-itUb tliernml nail,
and im'rhanlcnl energy being intitiinlly tonverlible. Joule'K •
ll$4^1-50, gave ibe figure 7TS, wbloh is kuowii as Joule's e(4ulvAWiit.'
cent experiiuents by PraC. Holland i Pi imi. Am. AcwI. Aittamtl
1880; Hee alHo Wimd ti TUryminlt/iiamicni give liiglier tlgunsai, Aiid f
probable avernpe is now consiilered to lie "78.
1 beat-unit Is equivalent to TiS ft.-lbs of energy. 1 ft. Hi.
teat-units. 1 horse power = 3.1.000 ft.-lbs. per iniiiui<
Imur = ■12.416-f per minute = .TiMJlM per second. 1 II.
= H.54-1 heat'Units. 1 lb. C. per II. I', per hour = SSUS i- i
1.1749S6).
Heat of Combaatlon of Vartoua Subatances In
Hydrogen to liquid water at 0° C —
tosteatn at IflO* C.
Carbon (wood charooah to carbonic
ucld, CUg; ordinary tentperalurea.
f.^rbon, rtiainniid to Ct^f -
hlucit diamond to COj
graphite to CO,
Oai'bon tocarljonie oiride, CO
_ Carboiilo oxide to CO,, per unit of CO
■ CO to CO, |>er unit of C = SJ^i X 8403
Manib-gas, SletUane, CH« to wat«i'
and CO, , ..
Oleflnnt gM, Ethylene, C,H4 to
water and CO,
Betuole gaa, C^H, to water and CO,
Hent-unitit.
Cent.
■eo8
S8.73S
8,080
000
8,187
7,Ki9
7.HB1
7,00)
2,473
400
4:u
3S5
5.0O7
i;i,iao
13.I0B
IS.OGS
» ?
Fahr.
6M,()S9
90,8.%4
01,HI«
SI,7I7
14,M4
14,^230
14,C(7
14,146
14.130
14 222
4,lSi
4,3»
4.K6
4, SOS
10,()»3
23,010
s^.r,04
iii.feS si.;iii
Favre and ^ti«a
Andnpw&
Thomsen.
F°avr« and i
.\ndrewa.
Bertlielot,
FaTr« and (
Andrew*.
ThotoHen.
Favre anilf
Tltocuiien.
.Andrews.
Fav re and I
V iidrew*.
I'hontaeli.
17. 8 17 1 Far re and I
In humlDg 1 (K>und of hydrogen with B pounds of oxr^ren t,-
o( water, the units of beat eTolved are 62.IISJ (Favi ,
rcMUlling product i* not co'iled tu the initini temi"
pan iif the h<'at l» rendered lut'iit in the steiini
nf xteani at <]'.■* V. is 1:40.1 lieal.unlla alxnr'
9 >; II 10 1 = Id.SI.'. beiil-uiiitji. which dediictfd :
beat livulve,! i.y tile conibiiAilou of 1 lb. of livdi .
(For heats of
(xa^
-Th« tb^Tiiittt capacity of a body is thu qiianltty
Tlie ratio of uit' lieftt
SPECIFIC HEAT.
Ding " of CO] to CO is thus a cooling^ operation.
[ot various fuels, see li'uel.}
SPECIPICl flKAT.
mal Cmpaelty.
|rcqiTin»'i to riise its temperaturH one degree.
iriptTfltui'O nf ftg-ivtMi suliMtanpe on« ile^iee tu tl'at.
ilK'rnture of wattr oiib de(;iv« from tlio lemperaturti
.1 is commonly cttUed lln* »it*cifiv heat oC llie sub-
lers objeot to tiie lenii as beiu^ au iiiaucuratt< use of tlie
iiid " lieat." A more correct name would be "coefflcieiil
IV."
crnilaniloD of Specific Heat.— J/ef/iod hy Mixluye. The
io*»(? •£|ie<'ilt*.* Jit'H[. iH to lie dot4>ruii(i«'d is rulited Co ii kuowii i»*iii|)era>
li* l)m-*ii iiitntiTS4jtl in a Iruiais uf liquid uf wliicli tlie weight, s|M-cit1e
•iiip«ratui'e are liiiuwn, VVhi^n l>oili Uie body ami Ihe liquid
^mmI the sAiiie temperature, (his is carefully asceriulDed.
(4|noiitity of linal lost by the body is the siiuie as Ihf qunntilr of
orbed by tlif liquid.
, ami ( l>e ilie siwelflc heat, weight, and lemptTftliiie of llie hot
c', ir', and f of the liquid. Let T be tlie lempenituie the iiitz-
, by the definition of s{>eciftc heat, c X w X (/ - Tl = heat units lost
li'H iMjrty. and c' x ir' X (.T - t') = lieatnnits caiiied liy tlif odd
If there in oo beat lost by radlatiou orcouduuiioa, ihi^e musb^
(and
mf - T> = c',B'(.r-n or '^ = '-^i'^~2p-
Specific Heat* oTVarloaK Subataiiccn.
ciflc lieats of aiibstnnces, as given by different authorilipa, show
it.- Iii.i; iif «.Kr^"iii>'iit. sspeciftlly In the i?fiSH .if j^ases.
tMH>,>iiv*- tllr nieali ^j>.?fifiL' hi-atstif tlie substances rmmril
:.,iuli. iFnuii KontKeiiH Thertnodytiiiuiios, p. 131 ) Tln-ae
iveriigc valu("B, Inkeii at teiiiptTaturt'S which iiminlly t'oine
in irchnical api'McHiinii. Tlit? actual syjwide lii-al9 uf all
-i>lld Of liquid uttttf, iurreas<- slowlv us the Ijody expands
iiuie rises. It 18 probable that Ihe sijcfiflc heat of a body
Id i4> greater than wheu tiolid. Fur iDftuy bodies tlais has been
' «X}ieriineut.
SoUDS.
' oih)
klioa.
0.0508
0.09S1
0.(m4
o.n8«i
0.1M7
0 l:.>08
0.03U
0.0*.4
0 or>70
OOfilli
steel (soft) 0.1185
Steel (hard) 0 IITS
Zinc o.oeas
Brass O.OftSB
Ice O.SWO
Sulphur 0.8096
(.Ibarcoal 0.^410
Alutnina 0.1970
Pliosphonis 0.1887
LiqmDB.
I (■MitcdO.... .».«.•..
I.OOOO
O.OtDS!
0.231(1
0,0308
0.0687
; acid 0.8830
JJtjrcury , 0.0S3S
Alcohul (abaoluta) 0.7009
Fusel oil 0.5610
Ijcnztne 0,4500
Ether O.eOM
4
HEAT.
Qabks.
Constant Preamre
Air 0.8S7B1
Oxygen 0.81751
HTdroeen S.40MW
Niiroeen... 0.MS80
Superheated Bteam 0.480S
Carbuuie acid 0.3]?
Oleflant Gas iCH,) 0.4M
Carbouie oxide 0.3479
Ammonia 0.503
Ether 0.4:«7
Alcohol 0.46M
Acetic a«.id 0.4I9S
Chloroform 0.1B87
In addition to the abore, t^e Ifollowiii^ are giren by other
I (Selected (rom various sources.)
Netals.
Platinum. H'J' tr, 44(;» F 0333
(increased .000305 for each 100° F.)
Ca<lmium 0S67
Bran 0939
Copper, 33' to 2ia» F 0»4
'• 82»to67S»F 1013
Zinc
32°toai2°F 0987
sa»to6T3«r 1015 Wrought iron.
Nickel lOeS
Aluminum, 0° F. to melting*
poiuttA. E. Hunt) 0.S18S
Otbkr 8out>8.
Wrought iron (PeUt <
" 8**to5tV
Wrought Iron iJ. C. HoaOktif,
A.8. M. E, rl. nil.
Sl- to «0«
32» to ««r.
asotoiwn*
Brickwork and masoni?. atiout. .30
Marble 410
Chalk .. .815
i Qiiickliiiie 8IT
' Ms^t-sian limestone .SIT
Silica ]»1
Corundum .. .198
Stoues generallj StoSS
Coal..
Coke.
Graphite .«
Sulphate of Uiue.
Magnesia
8o5»
Quarts.
Biver I
rPlne (turpentine). .
'Fir
Woo Da.
.467 I Oak..
.650 Pear.
I
I
Li<ivii».
Alcohol, density .W3 B« | OIWooll .....
Sulphuric acid, density 1.87 . . .835 | Benzine
1.30. .. .6«1 Turpentine, deiudtjr JK
Hydrochloric add (iOU Bromine
Gas IS.
AtOoortaat
Sulphurous acid , IBM
Llglit carburptted hydrogen, marsh gaa <CH|), .SMt
Blast-rurnnce gaae« .iB!77
8p«cMc Bemt or Salt SolntloB. (IJcbuller.i
Per cent salt iu KOlutiou S 10 15
Specitlc beat B806 .81)00 .8906
8p«cllle Heat of Alr.-RegnauU glTca for Lbe mean i
Between — 30" C. and i- 111* C.
0»C. •■ 100" C
<!«<'. ■• 'JOIJ" C -
for thx «pvclflc heat of air at conMaM '
ant lias never tw*-!) taun&\ow>)4«n««Ct
[
EXPANSION BY HEAT.
450
-J Uie sn. I
folJowg by differeiil wri((?rs <Knf/(7, July 13. I8HO1:
; .nil Beck, 1 .4085; Szjilhniari, ].*JV7: J. Macfarlane
Ti •• are obtained from the veJiicily of Bound in air. Tin?
eriveil 'r<jin theory. Prof. Wood says: The value of the ratio fgr
md in the days of La Place, wan 1.41, and we liavn U.iiUT? ^ 1 <1
le Talim used by Clansiiis, Hanawn. and many others. Bill this
^finitely Unown, lianhine in lil<4 later writing uxed I 4iW, and
•nt work gift's t.40t, whil« Hoine exjwrftuentB gives lesH lliaii
_ inorp than 1,41. Prr)f. Wocl uses 1.40fi.
Beat of €■•««■.— Kxperimenta by Mallard and Frfi Chotetier
ilinuoiis increase In the specific hear nt cousitaut volume of
,nd eren of the perfect ga^s, with rise of tenipeiatiire. The
lappreciable at 100° C , but incrt^a-ses rapidly at the lii(th tetn-
the gaa-engiue cylinder. (Hoblnsoa's dAS an^l XVtrolenrn
leat and Ijatent Heat of Fnslou of Iron and
teel. (H, H. Campbell, Trans. A. 1. M. E., xii. 181.)
o
Alc*»ruiau. Troilius.
heatpigiron, OtoiaoO'C 0.16
1-200 to 1(«0» C .0.21
" " Otol.-iOO'C
" " ISOOt/i 1800°C
O.IB
0.90
bj both *el« 0/ dat'A we bave ;
Akermau. Troilius.
Ok from 0 to ISOO" C .318 ,130 calories per kilo.
f probiiiile value is about, 3iJ5 calories per kilo.
4c lieat, steel (prol>ably Idgb oariroui (Troiliua) 1175
•• softiron '..... " UWl
robable value solid mil Rteel 1I'J5
" " luelWKl rail Bteel .ivt.'i
Akerman. Troilius.
beat of fusion, pie iron, calories per kilo.. 46
" " gra^pi^ 33
" " white pi(f S3
e mar asaurne that the truth is about : Steel, 20 ; pig iron, 90.
BXPAN8ION B¥ HEAT.
,de scale the coefficient of expansion of air per degree is
^i; that is, the pressure being constant^ the \'c»Ui(iie i«f a jiei-feot
1. STtJ of ite voliune at 0' C, for erery increoniH in trinperalnro
Ll renheit units it increases 1/4U1.3 = .(XrJUW of l:» vuluniit at
y increase of 1' F.
I of Cases br Heat fk-oni 32° to 212° F. (ReKnault.)
[acrease in PresHure,
Volume ConstnnI .
Pressure at 82*
F&lir. = 1.0, for
460
MEAT.
Lineal ExpnnNion of Solids at Ordinary TeinperatnrM.
iBi'UiHli Uonid of Tradu; rroniCL.AiiK.)
^
Aluminum (cast)
Antiinouy (cryrt.) ,
Brass, cnat
•' plate
Bfick
Bionaie (Copper, 17; Tin, 3^; Zinc 1).
Bisimiih
Cenitrtit . Fori laud (niixe<i), pure
Uoner«U) : cement, mortar, and pebbteii
Copper
Ebonite
Glass, Kii»;linli fliut
" thermometer
" Iiftid
OrBDltt!, Kriiy, di-y
" red, dry .. .,
Gold, pure
iKoiuni, pure
Iron, wrought
" oast
Lead
Magnesium
Marbles, various -j f™™
Magonry, brlett|jj^"'"-
Mercury (cubic expansion)
Nickel
fewter
Planter, white
Platinum
Plailnum, S5 percent I
Iridium, 15 " " f ■ ■■
Porcelain _
Quartz, parnili^l to major axis, t 0° to
411° U
Quartx, perpendicular to major axis.
(0»loJO« C
Silver, pure
aiate
Steel, t»sl ,.,
■' tempered
St-iiie (sandstone), dry
" RauTille
Tin
Wedewoodware
Wood, pine
Zinc
Zinc, Sf
Tia.l (
Tor
r Fahr.
For
1' Cent.
Length = l' Length^l
.(X)O0*Kl
.00001129
.00001 ;2v!
.(XK101804
.000005.W
.00001774
.0(KX)1TF*
.00001070
.OOOOmSO
.0O0U109U
.01KWT700
.00000613
.00000897
.oooooru
.000007WI
.ooooot<a7
.00OOM15
.OOOOOMl
.0(XH)ueG
.00001001
.ooougsas
.00000808
.00000780
.(Kxnofiss
.00000494
.00009994
.0OU0OS9S
.00001139
.oonooo-a
.OOtXHMTS
.00000453
.00000300
.00000434
Cubical expaaaioD, or expansioa ot -voXmto* = Wtiew toxp«jiAR»^V I
I Cubical
.00000554
.00001415
.00000460
.00000890
.000171*71
.00001S»1
.00O0CO38
.ooooieoo
.ixnooeas
.00000815
.(M0008SO
.0000078]
.0(»oin9
.0lJiNi|!»13
.0(Xffl03S
.(101.101144
.00001240
.ooi;K>n74
.0*X»(Kt750
.WXXKIKM
.0000(1881
.IKXWMM
.0000-.:5Sli!
.0W»\\%\
Uoef- '
fiuient
E.xpaii-
siou j
from I
Si* to
aia° F.
.ooaaai
.001 ias .0010
,U0lfi94
.000550
.001774
.001755 .oota
fWIOTO
.001430
.00I51M .00171
0(*7700'
.UOOtlti
.000897
.000714
.000789
.OOOiW
.001415
.000641
.001166
.001001
.0011
oimH
0003,Vt
.001415
.000400
,OOC1«<90
.0171171
.001351 , .0011
.00303»,
.OOlOOOi
.000603
.0006151
.OOOMo'
.000781 ....
.001419
.001 144
.001340
.0(11174
OlXrtSO
.003094
.oootosi I
.ooo4Pe
.ous5:a
uOM
•WnwRfiwil, .oflwaii^.
LATENT HEATS OF FUSION. 40 1
r
^Ven*perflitnre— Absolute Xoro.— The absolute zero of a
MbUgkI iroiii»H)Uvtic« of Oik latr of ex|Hirisinn by be»t, aHHUUimg
Bible to continue the cooluig uf a perfect gas until Ita vulumo ia
o tiothine.
m« of a perfect >ras increases l/iJT3 of its voliimt? at 0° C. for
lie of temiH-mtuiH of l" 0 , »»d defifases 1,^5:1 of itsvoluu)') for
lli« of teui|>eranijo of 1° L'., (lied at - ^73" C llin vnliiine of the
!• would be re<iuce.l to iiotliliiK. This point — 873" C. or 4BI.2'"
e melliDK-poiiit of ice on tlieali- theriiionieter, or4W.(l(P F. be-
pr«!ict Kas tiiermnnveler = - 43B.i' F. (or - 4*».6a»), 18 called tha
o; ftfid absolute teui(>eralnrfe*sare lernperatures measured, on
ttliienlieit or ceiiiiKrmle scale, fi'oiu this zero. Tlie fieeisiDir
, Con enp<.iiid!< to JOl.'."" K. absolute. If pa be tlie pressure and
le of a Kfts at the teini'eriilHre of 3si° F. = 49].'4° OE the absolute
iiid p the pressure, and u tlia volume of the Bunie ciuaallty of
lt>ei° aljsolut« teaiftei'HIiiie T, then
pv _ T^ _ I + ^50.-i pv _ Put'o
Po*. ~ T, ~ 4111. a ' T ~ Ta '
rr>«i'i -i- 7t f or air is Sil.87, and pv = MiTT, calculated as fol-
of dry air at Sg* F. at the eea-level weleUa 0.080728 lb. The
pouud is V, = gauinn - IS-^" cubic feet, Tbo pressure per
|g81l6.albs.
_ p.r. _ 3ii(i.axi8.gTr _ Man _
■ "77 ~ ivuia - i»ni3 - ^■*^-
■1.13 is Ibe number of degrees that the absolute zero is below
Hint of ii'e. by ihe uir tlierinoineler. On the absolute acale,
^h would be indicated liy a i)erreict ens tberinomet^T, the cal>
■pproxltnately Is Ai>i M, wliich would make /iv = lA'MT. I'rof.
iMiliierstbai ■JT'll°C.,= - •ir)9.4° F., is tliB most protjable value
il« zero. See fh'iit in h}itfj/. lirit.
or l.lqnid8 from 33° to SI!!" F.— Apparent ex-
: (Clarke Volume at -ai', volume at 3°j° beiug 1:
l.(M66 NItricaciil l.Jt
I witlisalt,.., 1.03 Olireaud linseed olla l.DS
1.0188 Turpentine and ether 1.07
Ml Bydriiclilor.undsulpUuriuacids 1.08
I various temperatures, Bee Water.
irioiiH ieiiiperatui'Q4, nett Aii'.
HEATH OV Ft;SION AND EVAPORATION.
_ \t means a quantity of heat which lias disappeared, havlnif
red lopriwliice some eliatiee other than elevation of Temperature,
reversine that chaai^e, the (guaDlil.v of heiit which lias dia-
reproduced. Maxwell dPfliieK it as the quantity of bean which
imuuioated to a body in a Kiv>.'u state in order to convert it into
e wltlioiit elinnKluK itti temppraluie.
Be«t of I'usloii.— When a body paj»8es from the solid to Ihe
ltd teiiipeiature reiuaiiis Btalloii.ary. or nearly .siaiionary. at a
lag point durinR the whole operation of MiellinK; and tu order
il operaiion ro on, a quantity of beat uiust be tninsferreil to (he
oelied, beiOK a certain .siiioiiiit for each unit of »ei|fht of the
Thi:< quantity iti calleil ilie latent lieat of fiiKion.
body paK>^>ri fmm the liquid to the solid .."tate, iia temperntiire
tk>nar>* *.»r jieHrly Mtaticimiry during the whole u]>erathtn of freex-
tity of beat equal to Ihe latent heat of fuKiuu !« iiroiluced in the
~ ":<>*i into the atinoHphei-e or other surrontiditii; liodies.
rare examples in British thermal units per pound, as KlTeo
lifeltinR Latent Heat
Folntfi. of Fusion,
Bi-diug to Person) 3i 148.06
t« 148
175
».oe
■i6.«
iRte"*. n»<ul nf evHporutlon al lliat tenip^rutuf»'jsprotTiic«NT I
in onler tlmt the oiit'ralion of cnndeiiiiation may >.'u on. tha
trnnsferi-eil frsjiti til'' hcxiy coiHleiiscd to some other body.
The fotlowiDR are examples of thn latent lieat of evapoT
themiu! iiLlis, of one pouud of eertalii suhhlances, wlien ('
vapor is one atmosphere of 14.7 lbs. on the square inc'
SulKlanPM BoililiKl)oiiil under
Water «18.0
Alcohol m.S
Ether 95.0 ]l
Bisulphide of carbon 114.8 1|
The latent lieat of evaporation of water at a series of 1
tetirtiiig from a few dcKrees below its freezing-point up to I
Ffthtenhi'it has l>een cletennined experimentally by M. ~
Hiilt.s iif tli-^Ae. (^xijorlmeiitj; are re[>res^nted approzimateljrl
ia British Lhernial units per pound, " ^
I nearly - 1091.7 - 0.7(f - 32»> = 905.7- 0.1
The Total Heat of Evaporation is the eiii
disftppenrsin evaponiiinB one poumi of n (riven Buh
perature lor latent heut of evnporntionj «nii of the hea
lemperature, before evaiwratlon, from some tlxed le
temrteratiire of evaporation. The latter pail; of the total tt
8en?ilble heat.
Ill the case of water, the experimoats of M. Repinult sho"
heat of Bteani from the leiiiperature of meltinp ic» increita
rate on the tempttratiire of evaporation rises. The followtil
in British thermal units per pound;
h = 1091.7 + 0.3051 » - !«•).
Kor the total beat, latent heat, etc., of sleain at
table of the Properlies of Saturated Str-ani. For taldfl.
heat, and oilier properties nf steams of etlier, alcohol, j
chloride of carlvon. bihI bistikiliide of carbon, «ee Ront
ies (Dubois's translation.) For ammonia and sulphur dli
Tberiuodyuamies; also, tables under Kefrigeratinp MacbinO
KVAPORATION AND :
Aug.
Sept.
Oct.
70.8
68.7
Si). 8
To.a
U6.1
&4.4
74.6
73.8
74.7
4.83
4.06
3.38
2.05
1.44
i!.\6
EVAPORATION. 463
;or Water In Beaervolr*.— Experimenta at the
«olr, KuoUoscer, i<. Y., in ItiUl, gave the followiug results:
July.
Iture «r ail-in ghode 70.5
•■ water 1(1 reserTolr. 88.2
It of air, pt- r cent 67.0
binclieti (luriiij; niontb 6.&9
lbt« during month 3 44
lion or Water from Open CIiannplB. (Flrnn'ii
lalK ami Fldw of Water.j— K.xpeiiiiieiHK from IXK] to IBHS fa
f, Califonn'o. shoned an evaporntiuii from a pan in the river
lera^e depth uf one ri^litli of an iui:h pur da^' throughout the
ao was in llie air tlie average evaporation was luaq than 3/lS
■ day. The avor«^e for the niotitli of Augu-st w«.m 1/3 ioeh per
tiarcb and April 1/12 of nn inch per day, Expenmentii In
r that evaporation rauKes from .Ots8 to .Itl of on incti per day
tttiiuR «e»g(m,
Italy the evaporation was from 1/12 to 1/B inch iier day, wlifle
under the influence uf hut windit, it viae froiu 1/6 to 1/3 inch
Mson in Northera India, with a decidedly hot wind blowing,
yaporalion wo-s m Jucli per day. 'Die evaporailon luurense.s
pratiire of the wiitfr.
luD by the multiple SyMteTU.-.X multiple effect is a
uratais v<-8»<."ls vnvh liaving a i^u-iuri cliainber, so connected
at the sleain or vapor produce<l in the flral vess^el lieatu the
por or steam piTHlured in theseconti heatK tiie third, and so
r from ihe Inst vessi-i i« couden.std in a conilenser. Three
nerally used, in wliicli case the ajipiii'atiis ia called a Tiiple
Iporatlnj^ in a triple efTeei the vaenuin is graduated 90 that die
totncoristiinr au>l low tenipcrnt.urf".
>e to Boiling.— Brine. (Itunkine >— The pre»eDce in a
Ktance dissolvei! m it las salt in water* resists ebullliion, and
perature at which the liquid loiln, inideraKiven preBaui*; but
oJveil B:ut>slanee enters into the composition of ifte vap^>r, the
»>n the teMipt»rjiture and pnniBure of haturution of the vapor
ii;feil. A rpRlhiuDce to clmllitiau in also ofTi^red by a vessrl of
L'li tttiructs tlio lii|ulil las when wnii-r in its iti ii tiisss vessel),
[ take place by vtarts. To avoiil the errois which causes of
UC" ill the Iiietu II lenient of huilliiK-poiuts, il is advisable lo
Duineter, not in the li<|Uid, hut in the vapor, which shows the
Int, freed fioni tliu disturbiitg <'fT> ct of the attractive iialure
The lioihni^'poiijt of Katirrated brine uniler nne ntinnKphere
nd tlittt of weaUrr brine is hiahir than the boiiinK-puiiit of
J.a" Fahr., for each l/3i of wilt that the water cimialua.
Iter i'nntain» l./'tt; and the brine III niaiine boilers is not suf-
D more than from 2 SJ to 3 :13.
I»r KTaporatlon Employed in tbc nanuractnre
E. EliKeUiurdl. (lirniist l)miniiiit;a iSull Spiinps; Kepyi t for
' heat— solar evaporation. ^'. Direct lire, apiilled lo the heal-
tlie vessels contaming hr.ne— kettle ancl jian iitetluHts. H. The
I3«teni— stenm-iiuus, Ktea^l-keltle^, elc. 4. Use of stenni and
'. the aliuospherie pressure ovir tlie huiling brine— vacuum
vateil iwlt solution boils, it Ik iniiiiaterlal wL<:'lher It is done
f atmoeplieric pie,ssure at :h!K° V., or under four atmospheres
kture of .'i;IO° F., or in a vacuum under 1/lOalinosphere, the
Jty-R b« a flue-grained sail.
^uimiti'in is stated to be as follows: By the kettle method, 40
I' -d fHir Ion of fuel, aiithrnclle dust liurned mi per-
1 >u, 5.,')3 111*, of watiT per pound of coal. Uy the
er ton of fuel. By vacuum pans, single elTecl, 80
uutliiacite Auml t,AXM Ibe,), Willi » double eSeet oeArijr
I iiroduced.
464
HEAT.
SoiabtUty of Conuuon Salt In Pur* Water. (Aadi
Temp, of brine, r 82 80 88 104 HO
100 uarU water digsolve parts. ... SS. 63 35.60 36.03 80 82 87.011
100 parts brine contain sail iX.-/! 88. iW SC-iQ S6M X7.«
Aooording to Poggial. JOO parts of water dissolve at aas.flC* f . *I
of salt, or m jxtr cent of brine, 'JS.T-ll). (iny I.usmlc toimii iliat ut t
)00 parts uf pure water Would dissolve JO.IM parta of call, in p«i
l)i-iiie, 'J8.T64 [lai'tg.
Tli« 8olul)ilJtv of i^alt at iai9* F. Is only S.!if Kreatcr Umu at tf. I
cannot, as in tl»! ca^if of alum, B*>parale Iha salt from lli(< h jtlrr b;
a saluratud soluliuii at the boiling point to cool to a lower iciiipera
Solnblltty of Sulphate of Llnte In Pure UTater. (M
TeinperaliireF. degrees. 33 64.5 89.0 lOO.i 105.8 1J7.4 1
^'TnnrY'tlvL!;™'"'*^''"'^ «B 886 871 888 8T0 SB
1 parr gypsum (
Pans water [o dissolve I i nas j»a jm jm titi 4U
part anhydrous C'aSO.f 525 <88 'I™ «» <<» *'*
In salt lirino culphate of llnie Is much more soluble than in pu
In the cvuporation of sale brine llie oocuinuliition of stilpbair of II
to stop the operation, and it must lie removed from the pans to tv
of fuel.
Tlif nveriiKe Hirenffth of brine in the SVw York salt district* It
69. t8 <l('i:reps of Ilit* hii]in<tin**ttM-.
Strength of Salt Brinea.— The followine inlile Is eoulea
one isiwn in U. 8. Mineral Resources for lt$w, on the aiitlKiH
Eiiglehardt,
RHatlona betnreen Sa1lnoniei«r Strt'n^th, SpeclHeO
.<«i»lld CunteiitM, etc., of Brinea ol UiU'erent Slrca
i
ht-'
1
=■3
£•5 lit'
1?
it
■a
i
S
Ik.
o
a
a
■«
6
%
1
II
ai 0 u
1-5
I
1
1
t —
IX
=5^
; i> s
j""
1
.5«
1 (KW
.aiu
8..y;
.era
S.631
8i.o:c
>m
«.
.M
Kxa
.Bftl
8.3M
.014
1,SS4
10,8)1)
um
4
1.01
I.IWl l.tMSO
8.3«(
.0K8
69.7
5,«fT
m
«..,.. ..
1.5(1
1.010
l.UM'
e.4i4
.183
418.8
s.4«e
■
8
HM
1.014
i.lUt
8.44"
.17S»
81^.7
2.585
■
10
S.BO
1.017
£650
8.478
.2S4
4494
«.0B7
■
U
8.12
l.O^ll
8.100
g.60(J
.s;70
aoT.o
i,n»
■
14
a.&i
l.O'.Ki
3.T10
H.IStf
.316
176.8
I,4M
9
M
4.16
10i8
4.340
8.564
.864
IS4.8
1,S«5
9
_».
4.Q»
1.0*!
4.770
8,507
.410
13il&
».n8
Wi
m.
b^X>
l.lliJS
S-.-WO
Beat
.4,',7
1U-J.5
1,001
iSI
■
7.8()
l.ttM
7.KS0
6.7m
,ni«
HI SI
MV-i
lai
m.
1040
1,0T3
10.000
8.93»
.947
SO.OO
»i
w
l«l»
l.OW
l».iBO
B.105
i.awj
«141
800.^
n.ii
to
15 OU
1.114
16.900
tl.'JhO
I,47S
37.94
sM.ie
4UI
flB
ltt.90
i.iae
18.5SU
».4tX
1.755
81. W
»t8.g
4«J
mL
w.w>
i.iH
VI.MO
B.W7
8.045
/;..«
808.1
**4
■••w^
^U||
l-lSl
SS.850
0.M7
^-.848
«.M
IWH
s
Ml
■
K.
aB.BOU
lO.ueu
!tfl«0
not
1
I3S.S
EVAPORATIOK 468
»n of Sugar Solutions.* (From " Heatlni; and Ood-^
. by Steum," by JoliuK HinJw>ii; Thv Eiwim/er, Julie IS,
r staef H ( r llie pri>cewi. wbrii rlie liquor is or low detisiiy. I)i6
will be hiKh. wiy two lo Ihret? tBi'ltisli) |;allni)s pt^r squar
rfac« with 10 lbs. ple»in prfssnre. but w ill (rriidiially full t«
f aiiiouiit Ui* tht^ finfli sta^H is Hpj»r»ijn'b*^ii, AnageQerally
Jniiig, Mr. Iluitsoii takes au fvaporaUon of one gallnii per""
ire foot of gross healing eiurlaou, with sU-ani of Uiu prrs-
H.
the evoporsllre July of a vocuuni nan wlien peifunning
of ConcDOCratlon, during Hhicli nil tliu healing 8urfHi(
he gives the fullt>iA ing;
'AU. — i% iri. copppr colls. .128 nqiiare feel, of mirfaoejj
b».; ti'inperatiire in pan. Ml*" to US"; density of feed, Jit
Riitrstetl lo 81° Be«inii6.
aporatinn at tbe rjtie of 'JOOl') pallonsi pel' lioiir = 3..S gnlloiil
irauKjni.-«iun, tITU uniUi pur cleKi'ee of difTerenen of tec'
Evaporation at ihe rate of 1503 Rnlloiis pcT lioiir = 2.8gal»
ot; tranMuis.^ifin. 266 units per oeKree.
otal lime iiee<le>i to work up a clinrKi! of niassectille fruin
density, the following figures, nbcuined by plolllni; the
rjce nunilier of pans, form a guide t<i praoticiil worliing.
of the coll type, h(.Hur? with and si.>iMe witixxit jackets,
; iturfacv pri^'liably averagiutr, and out tcreacly difTering
lot per gallon eapuciiy, uiid the steam preKsiire 10 ll^s. |ier
b plantation and refining pans are uicluded, tniikiDg
Hjsar:
^E Density of Fe«4l (dega. BeaiimS).
B 10° 15° 20° 35° 80°
^n per galloD luasso- ,
6.183 8.8 2.26 1.5 .97,
hours required per ]
.: 13. 9. 63^ 6. 4. I
BevBponiilon per hour I
I of grosH surface, a8> 1
, per Kallnn capacity.. 2.04 10 1.39 1.3 .971
hours required per j
8.6 B.6 3.8 S.T5 8.0 ]
186 evaporation per
foot S.88 2.8 B.38 2.18 1,3
Iteatintr ■t«ani needivl is rirai'lipally the same In vacuum
rbe aovnntagRS proper lo the VBeuiim Ryst«ni are pri-
I tenip«raiunt rif liojiiiig, and iDcideniRlly the pnasibilily
Mun III low pressure.
tugar In water, each pound of sugar adds to the volumo
s extent of .001 gallon at a low denhily to .0038 gallon at
r Evaporating by lixbaiiHt Steam in describrd
In Trniis. A. ^>. M. E.. vol. viii .A piiii i;' ti" « 11' x 1' fl",
in cooden.sine pipes of aboiii. 250 sq. n. of flurfuce, evapo-
er hour from clear water, condensing only about one half
tiled by a plaiu slide valve enirlne of U" x aj" cylinder,
IV mlo., cutting off about two tliirda stroke, with steam at
nre.
A keeping the pan-room warm and letting only suffluient
vapor up out of a veatUator adds to Us efllciency, oa the
ire of the water in llie pan was odly about IBS" K.
m made with colls of pipe in a sinnll pan, tlrsl with nft]
h one having straight blmleg, and lastly with troughedl
Mtive results being about the prufwrlians of oue, two, aniki
Iquors whose boiling point is 920° F., or much aliove thiitl
lid that exliausl Blenin can do but little more thau brinK'l
lioa utreogth, but on weak liquoi's, syrups, gluex
ifuL
tm/rardMHi Htm Bagaame as Fuel, luider
466
HEAT.
Drying: In TavDum.— An apparatus for drrlnKL
iitaiic«8 ill vacuum is de-icriljed dy Mr. Ernil PHSsbiirg iu
Btifi;rH., IRflO. The Iliree essenhai rfqiiipenjpiir.s for a succ
nomical nroe»'S8 of drjiugr are: I. (.'Iii-np evaporation
S. Quick drying at a low tt'inperature; 3, l,arg<? capacity <
employed.
The reinoval of the moisliue can be effe<;te<l in eilhVr of t«
b3' slow evaporalioii, (ir liy qiiit'k ei'apiiratloii— that is, Ijy t)H
aUtii} Kvanniatinn— Tim priticlj.ial idea ••arnril into pracill
acting by slow evajiomtlnii ia lo briii»f Oie wet xubslam.-^
conlaet with the inner surfiu.'ea of lite appuratiiH, \«hieh
steam, while al Ihesame lime u current of hutftir i« also i
the substaneea for curryiup off tlie moisture. Tlii'* m'tlw
heat, because the )ho[-air eiirreut Ua.9 to Jiiove a
oriler to shoitrn the drying' process as much n ■n
jtreat qiibutity of healed nh' paKi;ej4 thruiifh aiiil ' -<.»
rjer of iiuiistiue hiii aircaiincitiii practice lie chart'. -i i cv .nd
MiturntiDii; anil it is in fact considered a ^atisf act ory result
prcitHirtioji he attnini'd. A j:rettt amount of heat is here pr'nlip
not used; while, with scarcely half the cost for fuel, n 1
mnval of the water Is obtained by heating it lo the boil
Quick hZvapOfittioti hy Boiling, — This does not lake }
is brouirhi up to liie boiling jniint and kept there, iin
aliin>Kplierii' pres.'^ure. The vaiior generated then ewa;
are eauily evaporated In this wo.v, because by their ni
boiling; the heat is continuously conveyed from the healing 'm w
the liquid, but It is different with solid subslancey, and many u
ties have to be overcome, oecniise convection of the heat eeSat
solidd. The siibslante reiuaius motiohle&x, niid cunsri(iM.
greater qua n lily or heat in re<pdre(l tlian with liquids for]
same recalls,
Bvnyomtion in Vneuum —All llie foregoing dlsadvantae
the boiliiiK-point of water is lowered, that Is, It the evapon
out under vacuum.
This plan has been isuccesi-fHily spplietl fn Mr. rtUBibutK'^ "
appsnilus, which is desieued to evaporate laricu quonliliesj
tiiined ia solid substances.
The drying [iF>paratns consists of a top horizoiil^kl cylimll
by a charf;ii>)> vi»«sel at one end, and a bottom horizontal
(lEsohar^iiig vt'ssel beneath it at the same end. B<-ilh cyiiudQ
ill stearn-jai:ket.s ht-ated by exhnust stearti. In the Ui
volvini; cast iron screw «iili hollow blades, which is a]
steam. The bottom cylinder conlains a revnlvine^ drutivl
of one larj^e central "tube surrounded by '?! '
plates at both ends; this ilrum is heated b,^ I
The substance to be dried is fed Into the ch
holes, and is carried along the top cylinder lj> ,;..
cn(1, where it drops ihron^h a valve into the tMritioiii vy
lifted by blades iiitachcd tothetlrum and travels fo
direction; from the front end of the boituni cylinder ill
In^ vessel throuiih another valve, havinc bv tbU timej
vapor arUliiB durtnif the process is carriesl off by an m,
dome and air- valve on tue top of the upper cyllmlee?
H throttle vulve on the top of the tower cylloder; bolhttf I
HUfiplied with strainers.
As s*Kin as tlie iliscbnri^ii^ vessel is fliied witli drietl mall
vonnecliii); it «ith the bottom cylinder is shut, and llie drie'
nut ivllliont impairing the vneuum In the ap|iaralus Wlie
vessel requires replenisliitiK. the iuicrmediate volve liem-eej
■lers Is sliut, and the chnricing vessel nile<l "ilh a fresh !*n|>py
rial; the vacuum still remains UDini|Milred in the tHitlom cy
I,, 1... .,.^i..i...,| only iQ the top cylinder after tlie charKlnc '
cl
iiiim i|ie lioillnE |ioiut of llie water cuntailKsl lltl
.l,,ii 1) iiv l,,u .1,1 1 lo» 1 11,.. .l.lT»i-.ii
rales aa laau ■» \\t<) \avv« \*^
EADIATIOSr OF HEAT. 467
tbere its any moisture to he removed the t»olid BUbBtaace \»
? tills t»>iiiperature.
™i a lirewi-ry or distiller}', containing from 75X to T8j( of
Ills ilrjing process lii*!! converted in Home localities from
nibranw into a viiliiahlc foocl-stuff. The water it removed
•lily, no previous iiiei'iianical presainn l)eiii(? resorted to.
niieas'K brewery in Dubliti two of tiiese iiini;iilnes are eni-
lof these I lie lop cjlinrier is 20' 4" Ioiik and 2' fl" diaiii., and
Bg luBiilo it malfes 7 ivvs. per min.; the botdim cylinder ia
>' 4" dinni.. and the drum of the tubes ihHkle it rnaken A rev».
lr>inK surfaces of the two cylinders aniouiii together to a
lilt 1000 sci^t., of which aliQut JOS is heated byexhaiist steam
lioller. There is only one aii-putnp, which is made torife
e machines; it is horizoiiial. and ha^i ocly one air cylinder.
BctinK, 17^ in. diaili. ami )7^ in. stroke; and it iv driven at
r min. As the result of about eight nionlhs' experience, the
L*« beeu drying the wet graius from about SOO cwi. of malt
wrs.
:iii(c, 3 cwt. of malt (jave 4 cwt. of wet Rmins, and ilie latter
riednraius; SflOcwt. of iiialt will therefore yield about 670
ns, or 3*) cwt. per niacliiiie. The qiiuntity of water to be
1 the wet gi-ains is from 7.'i.i tu 78S of their total weight, or
■t. alcoi;etber, lieliiK '^30 cwt. jier niuchlue. J
BADIATION OF HEAT. "
teat takes place between bodius at all distances apart, and
for the r%dia[iou of lii{hl.
I proceeJ in straight lines, and the intensity of the rays
ly CUB 80 arce varies inversely oa the stiuai-e of their distaiive
it hag (■(■en erroneously interpieteil liy some writers, who
rom it I aat a boiler placed two feet aiiove a tire would re-
in only ',ne fourth aa niuch heat as if it wei-e only one foot
Oise of !ioiler furnaces tin? side walls reflect those rays that
ui Bni»l" — follow ing the law of oj'lics, tlnii I ha an^lf of inci-
p llie i> iple of reneetion. — wlrh ihe residt rhnt llie iuteii.>;ily
niKiv- the flre Is practically llie same as ai one foot above,
ine-f-,.irtli as much.
iich » Jiotler body radiates heal, and a colder hody absorbs
M^r. ;he state of the surface^ of the bodies at^ iveiluKon tlieir
rhr rate of radiation and of absorption are increaseil by
►tt^hoess of the surfaces of the bodies, uimI diluinl.shed by
(.oludi. For this reason the covering of sleniii pipes and
jsiuiHjthuud of a light color: imcovered pipes mid Bteam-
lllould be poliyhed.
}f beat rndiHlcil by a Ixxly is also a measure of its heat-
', under the same clivumstancea. When a. pulisbed body is
of heat, it absorbs part of tlie heat and rellects the rest,
iwer of a body is therefore the coniplenientof ilsabairbing
.ler is the snine as its ra<ii«LlriK answer,
idintlnir and letlectiuK jKnver of different bodies has been
X penmen t, as shown in the table below, but as far iis unuii
rt eoiicerned, says Prof. Trowl»riil^elJohuson"s C.vclopa'din,
doubtful whether unylhliiK further than Ihe said relative
»n, in the present stale of our knowledge, be depi'nded
or alMOhite quantities for dilTerent teiiH>ei'atiirus lieiiij; siill
authorities do not even nitree on the relative radiating
jeslle plves for tin plale, gold, silver, and copper the tlgiire
couKiderably from the figures in the table lielow, Rivch by
tw on the authority of LeBliei De La rrovoslayo and D»-
463
HEA.T.
II«l«tlTe ftadialinif and Rcflcrllne l*ow«r o(
Subufanceii.
■k.
I
■bel
Lampblack
Water .
■Cavbouati; of lead...
filtlni^-paper
'"■■>'> j'^'i iiiarWe. ..
Onliriaiy glasa
Ice. .
tiimi lac
Silver-leaf on glass..
Cnft iron, hrlg;ut. pol-
islipil
JUercury, about.. ..
"7roiiKlit iroD, pol-
IsUeu
0^
M
nBc
.El
as3 31
,S X 0
= ;P
'O.Sl^
iJOn
^<
K
ion
n
100
0
JOO
0
oa
3
93 to 98
Tlo3
90
10
85
IS
73
as
87
78
85
75
33
»j
S3
77
Zinc, polished
Steel, polished
PlatinutiK polished..
" 1:1 libeel
Tin
Brass, cost, de«J
pullshed
Brass, brigbt pol-
islied
Copper, vamislied .
'• hamiitered . .
Gold, plated.... ..
'■ oD polished
steel
Bilver, polished
bright
Bxperimeiil.s of Dr. A. M. Major Rive the following: The relalire I
loDS from a cube of oast iron, having faces rough, as from Uwfoil
'aueil, " drawfiled," and poliBhed, and from thesame surfaces olMLl
(Prof. Tliurslon, in Traii.s. A. S. M. E., vol. ivi.) :
Surface.
Bupth ....
laned
prawn led.
[>lished...
It here apiwnrs that the oiling of ginoolhly polisihed ciutliiigii, (
der-head!* of siPani-cnttines, infife than doubles the loss of heat I
I while it flo«8 not si-riously affect rough oa-slliufs.
I CONDUCTION AND CONVKCTION OF HB4l
' Conduction xa th>^ transfer of heat between two boiliea
bcxly whioli t. iiieli eaeli otlier. Interiiol coiiilu<!tion tJikm plac* I
pari.s (if one continuon.s bi>Uy, and external cuDduciiou tliiougil \
Ot coiitnet of a pair of disliiicl bodies.
The rate at which ct>nilin?iloii, whether internal or tix
beiiifC proportional to the an»a of the section or surf ow
lakeM place, may \w e.tpie^&ed ui lUei'iiial iiuits |)ur &C|uait: 1
liour
Internal Condnrtlon varies ivlth the hoif cnndnctiv
Ipend.'s upon the imtiii'e ><f the •.ulistriiice. and is illri-iilt iniiu-'iila
nifference lietween the temiieratuies of Uie I"
veraely as Its thiclineas. Trie reciproeal of tli'
wHlri-itttl lltt'vmat miAtntireot OwtiithiiUktiC^. If > ,
IT the thiclcness of the layer in inuheii, V and rthc i«.<nkiK'jaiiui
iKes, and q tlio quantity In thermal uniUi IraiwuillUHl (ler liwur J
2" - 7"
foot of area, q= . (ilankiiie.)
Pftclet gives the foilowinL' values of r :
Id, platiiinni, »i\
(yum 1 l,e«d
0 OOIH
0.«Mt>
Marble.
Uriok...
DUCTIOK AND COKVECTION OF HEAT.
live II««(>coiidactln|E Power of net«Ia
(* UBlv«rt & JoluuMU ; t Wcidcuiaon Ji Fraoz )
Silver = 1000,
■tw. .SkF. Metals. *C, &.T.
f'aiimlnni 5T7
_ _ Wrought li^on 43ti
V of Tin «J
K. 840 .... Steel 397
Pluliuurn VM
Uodium* 86S
Dust iron tSO
Leait ,. SW
Aiiliiiioriy :
cd.-il hori20tilAlly. . 915
uiist vertically. . . . IflS
Blainutb 01
•0. A J.
.. inoi)
... 381
1.2W
840
»l&
811
err
Hi
BOB
611
;as
my.
606
4tja
■tw. & F.
iifl
145
114
84
>8
I or A KoanKTALUc Scbstakce in Cohdination rm thb
CoKDPCTijJo Power of a Mktai.,
on on Iron : Iiillui>tice of ameuic on copper :
436 t'a.<t copin?r 8!t
897 Copper with 1!< of arsenic 570
tlS9 " wllh ..^« of arsenic gen
" with .25? of ttrn«uic, ... 771
S(eain>plpe Covering*.
hf Prof. Ordwav, Truus A. S. M. E.. v,i3: also Circular No. 87
of Boston Mfrs. Mutual Fire Ins. Co., 18U0.>
I thai several of the iuoombiisllhle iiiftteHals an? nearljr
J coltoii, and ffathers, with which they amy be coui paretl
»Wt». The iniUerlal'S which niny be considered wholly
Dger of iM'ing curlii'iiized or lgnit«;d by slow contact witli
tare piiutnl in Ruinun lypc. Those which are luure or less
' onUod are printed in liallcti.
Table I.
Pounds of
Waier
heated
10" F.. per
hour.
through
1 Fquai-e
foot.
loch thick.
8io» F.
Heat applied,
feathert .
Iton. 11)001.
tphlitck
\d liinijMnek,,
III mwil ,
iMll-im>«l
alk (Putriii »Itile)
r of Psrli. ..,,,,,
ktofc.
ila
1
8.1
9.S
10.4
10.3
0.8
10.6
11,9
13. P
as. 7
18.4
4S,6
18.7
15.4
14.5
15.7
20.0
ao.o
49.0
46.0
es.i
Solid
Matter in
1 sq naro
foot 1 inch
thick, ttarts
in lUOO,
fiO
fiO
im
5fl
5.3
110
S06
2a
£85
60
150
6I>
ll«
268
3C8
-it
914
ftW
PHO
615
»I4
75«
947
881
•in
077
715
(HO
940
888
470
tabi.b n.
CoTering.
21. Best slap-wool
•J3. PlI/(C7- <k
43. Bloltiiig-paper ivound tight
a, AJt^enfoii pnner if?uun(i tight
iS. foifc «f ii/>« fjound on
86. StraiF riij)f icoiiud »piralljf,
27, Lnom' ritt; rh nff
38. Pustn of fosBil-incal with hair
2fl. Paslt* of fnsfiil-meal with Asbestos.
ail. Li'Ose bilumlnous cfial ashes
81. Liiosu! nnt)ira<:lte-coal aslies
3j, Paste of clay an<l vegelablo fibre .
I
I
I
Pnifrgiior Onhvay's report sa;s: Careful experiment.^ ' ^ " V —
with various iion-cotidiiclorK, <iaeh iised in a masi) one in'-
a flat surfaoe of IrrMi kept lieau-d by steam to 310* Falir.
amount of lieat transiiiiited ppr hour tbroiiRh each kind oi mmh ■■..■,
oiie inch thick, reckoned in poumisof water heated 10° Faiir., tbeuBIM
beinit one square foot of coverlnji;.
Till.' substance,'* Kiveii in Table II were actually tried as co»iTtH
two-inch .strain. pi|i<>, but for convenience of uonipariiion tli« resiM
been reduced l>y calculation to the game terms as in Tat>le 1
Luter eiiM'riinents have <flven re-snlLs for Btill air r ' ' ' ' "^r III
those of Nop. 3, 4. and 6. In fact the bulk of niattei
tor.'j Is relatively tuo small to have any specific eftc
air and keep it stagnant. These suli.slnnceK keep tiie iiii fini byl
the roughness of their fibres or particles. The asbestos. No. IH, ul<
fibres, which ooiiM not prevent llie air from moving abouL
Later trials with an asbestos of exceedinRly fine fibre hSTe inadaij
what belter showing, but asibe.tlos is really one of the poorest no
tors. By reaaou of its flbrous character ic may be used adntn
to holii together other incornbustibie substances, but tlie leas tiM^
We liBve Hindu trials of two samples of a " niturnesia coverlnR.''
of carb'-innte of innKnesla with » siiinll percentnpe of pood i
One transmitted heat which, reduced to the terms of Table I, \
to I.l Ills.: the ilenser ore Eave 90 Iba. The former conti
Of solid matter; the latter 898/1000.
Any suitable substance which Is used to prevent the eae*
lieut shonld not be less than one inch thick.
Any coverinif slioiiIJ l>e kept wrfectlv dry. for not only t» '
carrier of heat, Init it has been round thiit stiil water cooducltl
elifht tinieH i<8 rai)icllv na Ktill air.
Heat-coaductlDg Povrer of CorerlaK in*lerl
(J. J. Coleman, B^g'g, Sept. 5, ISW, p. 837.)
Experiments were made by filling a 10-in. cube wlUi kas i
with the different mHt4-rlals to be tested, and ooUng Um i
molted |jer hour with each insulator.
The relntivo results were as follows :
.Silicate cotton (mlDcral wool)... 100
Hair felt 117
Cotton wool IW
Sheep'-* wool JSB
lnriu!ur>ui earth IS6
Tlic Rate of External roodnnton throiutb the
face tpetw«-eti a solid body and a flniii is a|<proxIinatel]r propc.
"'Terence of temperature, wheii that is small; but when thiC I
nsldfrabie Uie rate of conduction inctetises tastor ituui r
t*t diOeteaae. (B&uklne.)
Charcoal ,
8a¥nlust
Goa- works breeie -..nj
Wood and air-8jiMia>.
COilDUCTION JlSD CONVECTIOX OF HKAT. 471
If r, 88 before, is the coefRcient of Interaal thermal resistance, e and e' the
ilBcieDt of external i-esiatancf of the two surfaces, x the thii'kness of the
>(e, and T and 7* the teiiipeiaturrsof the two fliiiil^ in contact with tlie
V — T
ro surfaces, the total thermal resistance liq = — ^ — -— — . According U>
e -f «' + rj:
^ctot, e + e' = -^ =-;. in which the constants A and B have
\e folloirini; values :
fi for polistted metallic surfaces OOgS
B for roiiffli fnotallic surfaces and for non-metallic nurfacea.. .0037
A for polislieti metals. al>out 90
it for Klassy and varnUhed surfaces I.S4
.4 for dull metallic surfaces 1.58
A forlamp-l)lack 1.T8
When a metal plate has a liquid at each side of it, it appears from experl-
lienu by Peelet that B = .0&8, A = 8.8.
The resultK of I'xpeiiments on the evaporative power of l)olier» agree very
rell frith the following approximate formula for the tliernial reaietance i>(
niler piateg and tubes :
e + e- = jji^rfi'
ibicb gives for the rate of oonduction, per square foot of surface per <>our,
3 = — ^— •
TI1I.S fortnn'a ia proposed by Ranlttue as a roui^h approximation, near
louijh ic tlie u iitli for its purjxjse. The value of a lies iietweeu ICO and aOO.
Convectiou, or carrying of heat, mt^ans the transfer and cJIITiikIou nf
le beat in a fluid moss by means of the motion of the iiarticles of that
am.
_The conduction, properly so called, of heat through a staRtiant mass of
lid is very xiow in liquids, and almost, if not wlitilly, iiiappreciaiile in
" Sft. It is only by tiie continual oirciilatjon and mixture of tlie particles of
fluid that nnifnnnity of temperature can be maintained in the fluid
a, or heat trausferred between the fluid niaaa and a solid body.
The fret? circulation of each of the lluids which touch the side of a so)l<l
lite i.'i a necessary condition nf (he correctness of Kanklne's fonnnio" for
te conduction of iieat through tliat platf : and in tliese formulae it is iiii-
lied that the circulation of each of tlie fluids by currents and eddies is such
no prevent any considerable difference of tempeialurB betweeu the fluid
krticles in contact with one side of the solid plate atid those at consideruble
hrtances from it.
■When heat is to be transferred by convection from one fluiii to another,
raueh an intervening layer of metal, the matiuiis of t)ie two lliiiJ miisnes
Mold, if possllile, be in opposite directions, in order that tiio botrest par-
of each fluid may be iu cDuunuiihiation with the hottest partii'les of
other, and tliat the minimum riilTerence of (ctiipemtiin' iictweeu the
ilacent particles of the two fluids may be the gnwtent possible.
Thu-s, in the surface coDdensatioD of steam, by pflssirie ir Ihr.iuph metal
ties immersed in a current of cold water or alt, (he uouiln^ lluld .should be
(1** to inov4' in the opposite direction to the coinleiisiTi^? stuaiii.
TranHnilHslon of Heat» tlirongb Solid Plat«a, from
"•ter to 'WAter. (Clark, S.E.).— JI. i'6olet fuuml, from f.'iperinienta
itde witl> plates of wrought iron, cast iron, eoiiper, lead, itinc, und tin,
J*t when the fluid in contact with the surface of the plate wiis not clrcu-
ted by artificial means, tlie rate of conduction was the wauie for different
■ "i and for plates of the same meWl of different thicknesses. But
the water was thoroughly circulated over th« itnifuces, and when
were perfectly clean, the quantity of tran.finitted heat was inversely
""■ inal to the thickne.iiB, an. I directly as the differrnce in temperature
o faces of the plate. Wht-n ih'e rjienii surface became du\V,\\v»
transmissioo ot beat ihntugti all tbe iiietais was very ui:&T\^ \.Vvu
fWa^irg. aars Clark, that the absorptlnn ot lieat throueli mpla\ rtB.t>.'S V
r^aon> miuve-thaa while the water 18 being heated up to tke twWV
HEAT.
TranamlHBion from Steam to Heater.— M. rM«t'<
supported by llie results of px|ierlnneots made In 18C" by Mr. (
the c'omliictiviiy of (Jiderent metois. Cylindncol potn, 10 luchf
aiVi iiic'lieBdeep iuside, and J^ iiioli, I4 incli, aud -^y iiicli ilni'li
horeU, were formwl of pure copi^fr. br»«s IW cf>pp<?r 5»cJ
wruuiflit iron, and rfnif lt«l c«st iron. They wi*r»; iiiimor
hntli, whif li was variutl from U-JO* to 3*)° F. Water at -iW \
Or- pots, whioli were kept tilled. It was ascertained that ih*; 1
tion was In the direoi ratio of tlie difference of tlie [••nipt-ratu
Hillside ol the pots; that is. that the rate of evaporation '. _
ctifference <if l,eiiip<^ralui'<-8 wax tlie same (oral! ti*i>iperature»;i
role of evaporalioBi was exactly the Kaine for difTerent thlc
metal. 1'hit ri-spective nii.f.s of conducllvity of the several i
follows, expressed in \vei|;ht of water evupoi-ated from and ajj
t^nare foot t>f the interior surface of the pot.s per dejfree of 1'
temperature per hour, logellier with the equivalent quautitlea (
Water at 819°. Heat uuiu.
Copper eesib. 1MS.5
Brass 677" 8M.8
WrouKhtiron 8S7 " 878.81
Ostiron 8« " 818.7
Whitham, "Steam Enjriiie Design." P. 283, also Trans. A, S. StJ
itslnfc these data in d«rlvin? a formula for siirfaL-e comlmn
lllfiires lliose of perfect eonductivity, and multiplies them hy 1
t', wliivh he tjikPit .It O.S'ja, to obtain the efficiency of condem
ordinnrv o«e, i e . oiuued witli saline and );rea.sy depOHils.
TranamisBlon of Meat iVom Meam to Water
Coils of Iron Pipe.- H. O. C. Kopp and F. J. ."^leyBtiT {Stn
rtit,it; Jail , jSOt), ({«ve an account of some experiments on transr
heat throtigli coils of pipe. They coUate the results of earlier ei|
as f ullows, for coinpariaoo :
V
Steam Con-
Heat traos-
_
i
densed per
mitted per
H
1
Square foot per
ileifree differ-
gonare foot per
degree dlffer-
J
V
•^
euce of temper-
enco of temper-
a
ature per hour.
ature per boar.
^^^H
s
s
3
0
^
■c
i3
i4
h
ill
V .
974
TAurens
Copper coUg...
a Copper colU.
.SOS
.081
SIS
•'
1.30
nso
Havrez..
Copper coil...
.SM
1.26
860
liCO
Perkins.
Iron coil
»
SIS
Six
Bo«..,.
" "
Iron tnbe ... .
.835
.32
S80
vm.i
Stea
(•
*' " *....
.196
90;
u
tt 0
.400
..
SIO
HavKE..
Out-iroD boil-
er
.077 .106
83
lUll
Fi ■ ■veil wo
uld appeiir that
the em.
• on m
ttiiK i'|>er coi
Ih ll'MltM ?IIf
K. pirtte suifacrB
ide up t.i the pre
belri,.
'Al III
d (lll:i'
ifl
'g tlie cod ti) btcouie
lore beat to be ti
CONDrCTION AND CONVECTION OF HEAT.
473
Again, in accepting the mean temperature as that of the condensloe ma-
4lum, the assumption (s mndc that trie rate of condeusalloa is In direct pro*
portion to thp tftiip«ratiire of the coodensiiiK »ati-r.
In oiiftr I., correct and avoid any error arltiiiit' rrom Ihfse assiiinpllon*
anJ . .:ion«, experiments were undertaken. In which all the coudi
Uni - inl during each test.
Ti" was matiitnined uniform throughout the eoll. and provisioo
<»a« I'lnie f'T the freo oiitllnw of the condeiiSKij steniii. In order to nliljiin
■I all times the full efflclency of the condenslni; surface. Tlie condeiisliilT
wster was coiitiiiualiy stirred to secure unifurniity of temperature. whieB
»£ reeiilat>^<l l.y itiejinK of a «team-pipe and a cold-water pipe euteriiif; tlu^
Kinfc In which the coil was placed.
Tile following Is a condensed statement of tlie results
HliiT Trxnsmittcd I'BB S<)r.\RE Foot op Coolivo Sl-bfacb, p%k DBOnEM
or DirrEAEKCE or Tehpsraturi. iBritiah Thermal UntrF.)
(nperature
[OonUens-
I Water.
90
100
liW
140
ISO
IM
n»
l.in, IrcmPipe;
Sieam ioslue,
00 lbs. Gallic
Pressure.
266
a09
878
377
28t
399
813
1H IQ Pipe;
Sleam inside,
10 llHI.
Preiwure.
138
130
187
146
158
174
la in. Pln«:
Steam inside,
10 lbs.
PresBure.
900
sao
sao
S67
S71
2T0
\ii hi. Pipe;
Sleani inside,
60lb«.
Pressuru.
876
SOQ
S40
419
"the results indicate that the heat irauittiiitted par de(;reu of dilTerence of
IflBpersture in general incre«se>i aa the leuiperaturu of the contiennini;
Mter is increased.
The amount transmitted is much larper with the steam on tlie nuiside of
Uieeoil than with the steam Inside the coil. Thia may be explained tii part by
Uie fact that the oondengini; water when inside the coil Uowh over the aur-
tuce of i:otiiluctioii very ra]ii'lly. and Is more efficient for cooling than when
OQDtained in a tank outMde of the coil.
This result is in accordance with that found by Mr. Thomns Cratldock,
»hich indiejited that the rate of pooling by rransmfRsion of tipat- through
ni(ftallio -surfaces was altnoRt wholly (lei>enilent on the rate of cii'CulutLuu of
" } eooling mwliuni over tlio Riirface to lie cimled.
knxmlnwton of Heat In Condcuacr Tube*. tEiig'n, Deo.
fl875, p. 141*. I.— In IHTI B. ('. .S'iehol made t:xpi'i'iii)enl» fur deteiminiiit? (lie
J at which heat aas trii.iismiueil Uinjijirli a condenser tube. The Te*iil(s
ktto iliow that tlie amount of heat liatismltted through the wiilW of the
'1 par ••stimateil degree of mean difference of temperature incrensed
Merably wiih this ilifferiMiCf. For example:
Vertical Tube.
Dated mean diHereuce of
Dperutiiie betweeti inside and
tsTde of lube, <le;iree« Fahr. .
$it-Mnit<i transmitted )X!r hour
square foot "t surface per
l^rtte of tnean di<T. of temp
Hoi'isoiital Tube
IJ8 ISIQ 15^.9 lU.tS 146. ii 150.4
6li1
737
»a
^■^■i 531 SCI
"W result-"! seem to throw doubt upon Jlr. Ishprivond's Blntement Ihrit
»te of evaporation per degree of difTerence of temperature is the same
fcall temperuliii'es.
ir. Thonius Cradiiock found that water wan enonnoimly more elflclent
I olr for llie al>i-traclioii of heal ihioiirli in*'l«llic surfaces In the proce"*
'C'l'linK. lie pnivpil that the rnle of cciolini^ by IninsrtiliiHlnii nf lient
Ihrounh oietallic surfaces depends upon the rale of cirnilalion of the cm-l
Intr iredinm liver the surface to Iw coolwl A tube filled wHb Yiot, watev,
ivtHiion »t cltM rare «( ng ft per second. thtouKb aVr,\ort i
.' niinntt- ns it iliil in nill air In 12 niimitPR \\\ vj'aU'V, n\i
.rfvfOD<l. as jiititli i^eat »va« ab.<iiBcletl lu halt a miwrtttl
t««w«,/e,/ /ur^btr ,f.«.,il'"^ if »aHat rest In the wali-r. M.v. C<^
tmaciua^, furtber. Hint ./i« vhvululion of the cooliiig ftviVd becaw
474
HEAT.
I Oie t«ro9[
greater Impoitance as the difference of temperature on I
plalp hecimic ^•^s. (Clark, R T. P.. p. -Irtl.)
Heat TraiiHiiilianlon throngh C««t-lron Plk(«ik I>1«
Kltrlc Acid, lixiierjiuents by R. V. CariKiiiler (Traii.s. A. 8. 3
1781 sliow u innrked chang-e In the condiicUni: jHJwer of thp pitl
glt^um lo wuter), due to prolonged troaiiiiHnt with dilute nitric acid
The aetioic of the nltrio at'lil, rjy dissolrin|>,' tlie fret- Iron and noti
the c&rliou, foriiiHa pi'Otectii)(( surface to the iron, which ia lBt|
posed of carbon. The follawiug is a suiiimary of results:
Character of Plates, each plate 8.4 in.
by 5,4 In., exposed stirface •J7 sq. ft.
Increase In
Tempera-
ture of
3.1-JSIbs. of
Water
each
Minute.
Cast Iron— untreated skin on, but
clean, free from ru.st
Ca8l> iron— nitric acid, if sot., 0 dnvs
•' ' 1*801., IS iloys.
" " l;*8r.|.. JOdiiys.
" 5* sol., n davn
" " 5){w.l . Kldoys.
Plate of pine wood, some dlinenHiona
BS the plat* of cast Iron
13.90
II. S
9.7
9.8
9 A3
10.«
0.88
Proporlion»t«
Thermal VnM
Transmitted foi
encli mjK'***''
Difference Ot
Teniperaiurv]
Square Fo "
Hour.
IIS.
07.7
W.08
T7.8
87.0
77.4
1.9
lurMI
3
The effect of coTering cast-iron surfaces with rarnixh bM ]
Bfttert by P. M. Chaidbi-r'iain. He siililected the plate lo the
acid for a few h^tnrK, and then applipu a non foiifiui^tit)^ van
face only was trejiied. Some of his results are ais folloivg:
170. Asfinislied— preasy.
153. " K'sslied with benzine and dried.
Iti9. Oiled with lubrieallng oil.
163. After exposure to nitric aeid iilxtMn bowv, 1
seed nil.)
100 After exposure to hydrochloric acid twelre ho
(linse«d oil.)
"^" / After exposure to sulphuric acid 1, water I,
... i tben oiled, vamisbed, and allowed to dry fo
TranHinlMfilon o< float tbroni^Ii Solid PIkt««J
or otbcr Dry €»»">e» to 'Water, (!■ rum Clark on Uie I
—Till" law cif till' lian-iiiis^siiui of heat frmii liot air or otheri
through metallic plate.s. ita.s not been esnctly determined
The eeneral results of experiments on the evaporollve actio
portions of the healing surfnc** of a .sieiim boiler point to I
that tile quatitlty of heat traiiBiiitttpd per decree difference of
i» nmclioally unifonii for rnrioiis differences of temfwratiire.
The comriiuQiealloii of lieat from the ma to the phile s
accelerated by nieclianicjil iiiipingetnent of the gaseous pr
surface.
Claric -uiyB that when the surfaces are perfectly clean. I
m!cci..|. ..f"i,..qi ii.r.i, .1, i>ifit).<4 of metal from nir or gas in '
for find next for wrought iron but •
fa- i, the rate is the name for tbe<|lffefl
\\ .. .i .. ., :;iii'nce '^f <' "liictlvily of ;
thielcm-.xH of ihi- piaie on the < of heat ttf
walJ-r. Mr. Napier m-ide exwrin livll b<jiler«(
i)l»,--.l i.v..r ■. r-.v.Mniii.- Tl,.- ,, , '. i„..l„.« 1^.4
111' ' "111* of iron. -ijn
|iii\ ih>'iii 1/30 LI ka
, - .w ilryneas, iu li.t .„..»„ .t*!
DUCTIOK AND CONTECTION OF HEAT.
4 75
Iron Vessel.
19 minutes
j» "
SO "
85.7 "
Copper Vessel.
18. & minutes
«o.r5 ••
44 "
Iron Bud Copper
Vessel.
36.83 minutea.
saela of iron sides 1/30 Inch thick, one having a J4-iiioli copper
its otliHT a ^-i^cll l(!ail iMittoiii, wtTe tested aKulnsL tlie h<ni
»w!, I :in incli ttiiclc. liquiii quttiititii-s of «atiT wore evapo-
►. "" uiniiltry rt.ispe<rtivi-l_>-. Tnkrtii genei-ally, Ih*? results
r n timr. fliore are jiractlcnlly Inu sliRht ilJlTerrnces
. , lead in evaporative aclivlly, aud lliat ilie acliviiy
I [>y ni>- TLiiekaeHs of tlje bottom.
Hiiisun foriiic-<l a lil<e conclusion from the results of Ills obser-
b lioilertt of \6>} horbe-powor each, mode exauLly alike, ex-
bad Iron fliip-tubea and tlie other copper flnt'-liioeB. No dif-
be detected between the perforninucfs of these twilers.
|t»etween tUe results of (liflfereut i?r|K?rtiiieiitfra are altrihnt-
to the (lifTereuoe of coiiditlot)s under wliicii the heat was
Is Iwtwecn water or Btenin and water, aud between gaseims
bt«r. On one point tliH divergence ia extreme: th« rate <jt
If heat [)er dejcrre of dilTcrence of t«>niperaturu. Wldist from
tot heat are tran.<<m illed from water to water ihrouxh iron
|iree of ditTerencf per Biiiiure foot per linur, the ijnaiitity of
fed between water and air, or other dry gust, ia only about
||8, according as the aurroiindiuRHir is at rest or in movement.
• boil«r, where radiant heat was broufcht into play, IT units
Iransmilted throiigli tlie plates of the Are -bo-t per degree of
hiiperndire per square fi'ol per hour.
■Ion of H«at throut;u Plates and Tnbeit from
lot Water to Air. — The Iriinsfer of lieat from KtcAjii or
[a plate or iuImi into the Rnrrounding air ia a complex opera-
llie iulenial and external conductivity of the metal, the t:idi-
( the surface, and the convection of heal in the surroniidinK
Bemed. Since the quantity of tieat i-aditiied from a surface
jconditiou of tlie surface and witii t>ie siirroundin|^.i, according
[determined, and shicetho heat carried aivay by convection
I rate of the flow of tlie air over the surface, it i:! evident that
(can lie laid do«n for the total quantity of heut ejnitled.
K is condensed from nn article un Loss of Heat from Bteaiii-
iacoiiKiliiv, Sept. uiid Oct., 1892.
l-pipe iii nidiating heat conetantly off into opace, but at (he
icooilnif also by convection. Experimental data on which to
Ids of the heat radiated aud otherwise lost by steam- pipes are
buR nor satitifactory.
kiieal Treatise on Heat a number of results are Kivcn for the
|i radiated l>y different hiibHtances when the tempermure of
' "r. lower than the leuiperature of the radiating boilv- A
-••'-1 is given ijelow. It is said to be bubuii on PAclel 8 ex-
Itated per Hoitr. psb !^<^t;ARR Foot of Subcace, po«
' FaiiRenheit Excess is Tkuperatuiik.
OSfn Sheet-iron, ordinary 6608
0410 Olasa .51MH
E>U8hed Will Cant Iron, new . .M80
Ited 0S58 ("oininoti steara-pipe. inferred.. .MOO
0!K0 Cast and slieet ii'uii, ruslerl .. . .G808
1839 Wood, bulldini^slcine, and brick TSOS
Dperature of the air Is about 50» or 60° Falir,, atiil tiie radlnt-
1 more than about 30° liolter than the air, we may calculate
^f a, ^iveii surface by avsuniing the amount of heul Kiveii oft
1 lime to be proportional lo the iliffcrcncf in leiiijieintnri- be-
iind the iiir. This is " Newton's law of ccMjling."
! -I temperature is great, N'ewton'H law d^X's niit l»dd
I, lunjifer profwrlional to the difference iu teinviera-
,;,. ,o,v.. luted b.r a (.'i>mp/e.v forinuln establisl\ed exv" '
taod Fvm. Box )mi> computed a table from lUlM
"*"T its appUcuttvn, and wUicU ia givuu I —
HBAT.
FAOI0B8 FOK Rbouctiom TO DrLONo's LAW Or :
Differpiices In Tem-
Temperature of the Air on the Fahr«l
1
perutury between
]
Kailiatiiig Body
1
m
and tbe Air.
aa=
00'
09°
68*
86«
IM" liS«
140-
IBS'
1
Deg. Fahr.
18
1 ooi.oTli.ia
1.161.26
1.861.47
1.5H
1.7(1 !.■
86
IMl.OSl.lO
l,aM.3(i 1.40 1.5i
l.tlS 1 Tfil.ft
51
i.or i.iGi.so
].li3il.3!5 1.4.'il.58
i.7oi.«>;i.«i
Ta
l.iail. 30 1.25
1 30,1.40
i.sai.04ii.70|i.»ui!i.«
80
l.l(>ll.'<!5;1.31
1.36,1.48
1.6»1.71il.(«|l.Will
lOB
i.ai 1.31 i.a
i.4aii.sa
1.6S 1.7V 1 >'• Jiifja
lat
1.36 1.3C,1. 4-2
J.48|l,60
1.72 1 - M
144
1.3111.42 1.48
1.54 1.S5
1.79 1 «
Mffi
t.S7 1.481. M
Mill 1 :.i ! ,KK > u
180
1.44 1.56,1.61
I A' .«
199
1.5*) 1. 6211. «BI.^' :<
Sit)
l.M 1.09:1 Ti'^ I ^ - «
SM
l.64il.77|l.' iW
aea
l.n l.«5'i ■«
K9
l.rail.93i-' 9
S»
1.89 8.03:-' .■<)
«w
1.981>.1S|;.' <'4
SM
3.07 a. as ^•. *4
IMS
2.17,a.34,a 1. . . 11
MO
S,iri*.«^.;H. . . , JH
878
2.39a.57i-..>.'^ - : - il
896
S.M,L'.TO!«.MI : ., .; , :. ; ...
414
a.lKiS.Wla.'./."' .."' ■•■ ■<■: ' .'■! ■.,
489
a.7o,a.98j8.:Y.-a,^-^;,a.:V-T-r-i
-^
Thu loKg of heat by conwction ap{>ears to bo Iin1e|'«>ii<1eiil ..ft
the Kui'foce, that i.s, it is the ^&n\e for iron, stone, i> i 14
ll Is ilifferent for l>oilie8 of diffi'rent sli(i|», howev-
{Kisillon of (lie bodj-. Thus a voilical bti-aui-viip* \^
ly coinvflioii us a horlzcrtital one will: foi- the air '
of tlie verllciil pipe will iim? along the Bnifiiepof M
80IUU extern, fi'inn tht) ehilllLiK aotjoit of the surr i r •
similar reason llie blutpo of a body has an Iniportjn n
IhoHo liiiflkui loslrif! nioMt hent whose fonns ai » su. , il
free ttCi.'i-8S to trery imrt of their »urf«L-e. The i 'Uiu'
Klv«a (he Ulimher of heal units that horixoutal e.vHiidei^ ..rL
convection p«?r mjuiuo foot of siirfiioe pi-r hour, foroue <]<riitv«|
temperature between the pipe and the air.
HkaT Units Lost by (Iosvcction itroh llnnizosTM. Pipks,|
Foot or StTsirACK per IIoi-r, for a Tej<pebati'|
DlFrKOENCE 09 1° f'AJlB.
Kxlernal
External
Extenua
DiH meter of
Heat UnitB
Diauieler
Heat Uoitt
i'ilMI
ill luL-hm,
LORl.
of Pipe
III inclitw,
l..ost
of Pip*
in iiMSbM.
0.7SS
7
0909
n
o.iwn
»
0.4«8
M
0.574
9
0.488
8«
0.514
10
0.4M
48
o.aa
ue
a47V
• *
\t» but bukly »tvi\ VVw »,»', VuvVtaAi
n^ci
UCTION ANU CONVECTIOH OF HEAT.
477
k 8faow tliat Lbia ia not exnctlv tru«, and w« miiv lierr Alau
* • Ubl« of faotora for correcting chu rasulta oIumIiibJ. by winiple
1
'ACToaa POB Reduction to Dpiono's Law
OF CONVKCTIOK.
snoe
Difference
D[JT«'r'?tuje
1 Hot
in Toiiip.
lietwfvu Hot
in Temp.
FAClor.
Factor.
Iff tv?6en
Factor.
H^
L
Body and
Hot Body
■
1
Air.
aud Air.
P
U.94
iSO'Y.
i.ea
SIS- F.
1.87
■
1.11
168°
l.OS
3C0»
i.go
■
l.«
Sift"
1.68
37S°
].«
■
1.30
884'
1.73
3W!°
1.94
■
1.87
iua°
1.74
iW
1.06
■
1.43
sm°
1.77
4tSf
1.98
■
1.4»
SS8'
1.80
460"
a.oo
■
1.53
806»
1.83
468"
8.03
L
1.58
884*
1.65
....
....
r TBS Use or thk Tadles.— Keaulred tlie total \:>s» of beat by
I mnd coDTectlon, pt>r foot of lengtli of a steam-pipe 3 11/S3
neter, steam pressure ih^ lbs., temperature of the air i<i the
(corrwpontliiig to 80 lb». raunls 807*; temperature differenca
. foot leogtb of steam-pipe = 8 11/88 X 3.1416 -»- 13 = 0.(il4 Bq.
"Sdiated per hour per square foot per deeres of illfference, from
too loss per hour by Ni-nrtoii'a law = 289" x .614 fl. x ,64 = fl3 3
I*. Same rediicnd (oi-onfor-ru with ruilong's law of rmiintion: fiiclor
>l» for i«iiiiieratur» diffePfiice of tfill" and temfwruture of air 68° =
' — ISl.i heat units, lolul I<>»k l>y radiation.
per Miini« font ppr hour from a 'i lI/3?-lnch pipe! by In-
lal)lt>, 3" = .TaS. S" = .B-.'B, ■• I1/3J" = .«!«.
fill A .0*) X 5239" = 101.7 iieiit iinitH. Srtiiif iiidiiui'd to conform with
■kwof coureciiun: 101.7 X 1.7J(froin table) = \',r>.\> lifiil iiitllH piT
otal loss by radiation and convpciii'ii = llil.a + 175,0 = SSt.l Ileal.
Ix)ss ixT deifrcf of dlfferenrt« uf tpmpeialinv iwr lliii-ar
iiour = •Vi7.1 -t- HiO = 1.41H hpal. iiiilt.s = a.4«l pi-r sq. ft.
"I • I'll, says VVif Locomotive, thiit the rewilts obtalmtt liv thin
■jpilculaiioii ai« strictly at.'curatc. Tlie experlmcntiii ilnlft nfe not
■b nilow us til ooiiipiitK the beal-loas front .■ileam-plpeH wltti any
mn of itrnnemcnt; yet it U l.clit'vpd thnt thf results oliliiinpd iih
■bovtf wdl be aufllc'ieiitly noai' tlie truth for iimst juirtinsra. All
■Jby Prof. OnUvay, In a pipe « 11 *J in. dlarn. und*>r the above
nrrans. A. S. M. E , v. 73), showed n coDdviisalloii of steam of 181
• per hour, which is equivalent to a lo.^ of heat of 3M.7 beat uiiltn
', or within half of one per cent of that given by the above (.•alciilii.
tit authorities, the qiiBntlly of beat ulveii off bv uteain
■1-8 ia ordinary prnciice of lieatlnR of bull<(liijp< by.
I' from l.S to about a heat units per lionr per wjuBf^
giee uf ililli>rent:e of leinpertttiire.
m figure Ik c«lL'i)Ittle<l from the followlnt; Klaleiiient by Kol»
pis pjiiier on ".^nierienn Prnctiee In Wnrndni; Bnil"lln(f»
TtK'. Iiisi. IA E., 188S. V..I. lx.xi): " Kiich Itx) wj ft. of iiullol
I Kive off 3 Fahr. beat iitilt« iier miinile f.-i- eaoli de»;ree K. of
toiiiiwrttture between ilio ratllntiiiK surface and tlie iilr in wh
( S 1/3 heat units Im given by the Nasoii .M.iniifni-i ■ ""
locue, and 3 to 2 1/4 are g-fven bv manv recent '
UnMiy miiiptrature tllffereiice in low pressmr
ntf F., J lb. sifuiii (.oudenscd from Si'
Baame temperature eires tip 90S.? heat units. A loaa of S liesli
ft. per hour per decree of dilTerence, under these conditionc, !•]
to 2 X M2-4-9t»5 = 0.3 lb«. of steam eoiidrnst*<l per hour [wr aq.
surface. (See also Heating and Ventilation, i
TransmlBaton or Heat ttarongb nrall*, etc.. of]
(Naaou Munufaoluiiiit; L'v.). (Soe uUu Heating iiiij \>.-ii(JtaU
has Che remarkable property of ])as8iiig tliroiigh iiuxlerate (Itieka
HDd ganea without appieciable lost>. so that air is not wnnnntj
heat, but hy contact with surfiu.<es that have uhaorbed the radii
Powers of DirrEBO'T Substances fob TRANSMrmxo tfi
Brifks, rouKh
Brii-ks, M'hitewashe<l.
Granite or slate.
Sheet iron
I
Window-glass )«»
Oak or walnut 06
Whitepine 80
Pitch-pine 300
Latii ur plaster TSto 100
A square foot of glass will cool 1. 3TB cubic feel of nir from
ture inside to that outside per iniiuil^-, and outside wall surface i
estimated at one fifth r>f the rate of fcl^*^ in ciKtIlne e5Teci.
Box, ill his " Practical Treatise on llxnt," (fives a tnlile nf ibe(
powers of litalerlals prepured from the experiuients of I'C-clet U (
quantity of heat in units transmitted pt^r square foot per hour \ij 1 1
inch in iliickness, the two surfaces difToriog iu temperature 1 <lr|^rei!:
Finegrained gray marble .. .. S8.I
L^oarsc-graiiied white marble ..,
Stone, calcareous, line
Stone, calcareous, ordinary
Baked clay, lirick work .,.,.
Brick-dust, sifted
Hood, in his " Warminf; and VentllatiDf; of BuUdio^," p. '■
results of U. Depretz, which, placiUK the conducting power uf i
give ,4S3 as the value for flrebrick,
THKBinODVNAmiCS.
ThermodynamloB, the science of heat con!^d<>rpd ti? a fM
^ener>r.v. is useful 11] advniiood studies of the theory' ' -
Wgines, refriperaliii^' niaehines, coinpressul air. etc
nent adoptea by the standard writers i» peverely iir,.
P«onslant applieaiion of the caluuhm. The sdnient will litui ii
thorough' treated In the recent works by TtontKeu iDuIhiIs'sI
Wood, and Pfal)ody.
Firat Law of Themtodynamlca.— Heat and me
are nintnully convrrlible in the ratio of uiiont 778 fuol-^siiind
"lernml unit. (Wooil.l llest is the livinic force or vu vlti
molecular molloiis of the inolecnles of bodies, und this ll»(i
■tated or measured hi units of heat or In foot -pounds, aH
BriiLsli niea.Hures beinp equivalent to 77:.' |r7KJ foot-ponudl
Trans. A. S. M. E., vii. 727.1
Second Law of Tbermod^nanilca.— Thesecond Uvl
feient writers lM!en stated in n variety of ways, nnd nppnnTllv (
»o diverse as not to cover a coniiTiou pi iuciple.
It is impossible for a sdf-aclin;; inat-liine, uuiii
to convert heat from one body to niiothrr lit a h
II the heat absorbed be at one temperature, and (hnl r^ji
iWcr tempemture. then will the heat which is tmti-inoitcJJ
die entire heat absorlied in the same ra'
,bsoliite teiii|«rature of the source and i'
ratiire of the gooroe. In otiipr words, I
efflclelicv of 111- ■ ■' luentan' '■!
The livloK forct ->f a lio<lv . - alwaytl
the obsolute ii J . . the hotly. .:-.)
< K ' ' I T, — T-
The expression ^—p,— = ,,. — ' may tie called llwi i>j«nn-_
W the fiecoitd Uw,— \\\p.\».» ii\v!lcti llinlu «MJ
tich dr*» hiA lievienA wiVtiA \»».vw».<A<
whrl'lgc J (ij au4 Tv = <ViMiMfc1 "
PHYSICAL PUOrEKTlES OF GA8K8. i'S9
t the heat reueived, Q^ and T| = quanUty and abaolute tem-
» heM rejected.
toD ' _, — ' represents the efllclency of a perfe<rt heat eog^ine
i all its lieat at tbe absolute temperature T„ and rejects heat
ature 7"a. convening into work the difference between the
.ve»l niid reji'ol^'d.
Wliat is the efficiency of a perfect heat enuine wlilch receives
'^. Ithe temperature of steam of 'JOO U)«. ^au^e preiiKiire> and
100° F. (temperature of a condenser, pressure 1 lb. alx>ve
rasine this efBelency can never be attoined, for the difference
jiiaiitity of beat received into Ibe cylluiler and thai i-ejecled
(user in nnt all coiiviTLed into work, much of it. liciiiK Inst by
Icage. etc. In the steam eneuie the phenomenon of cylinder
also tends to reduce the emcient?,
lYSICAL PEOPEBTIES OP GASES.
matter on this subject Kill be found under Heat, Air, Gas, and
of gas is enctoaed in a vessel it ezerta a pressure against the
pressure is unifiirm on ef erj' square Inch of the surface of the
pt any point in the fluid niaHa the presisure istlie Haiue in every
tsele conCalniuioK gases the increase of pressure due to weight
ted, since all jtuses are very livrlit; but where Uquids are cou-
Bcrease iu pressure due lo tlieir neipht must always be takeu
.
•iott of G&aca, nariiotteia I^anr, -The VLrlunie of a gas
I iu the Slime ratlu as ilie pressure upon It in iucrea^etj.
M| by experiment fonnil to be very nearly true fur all i;ase(, and
^pSoyle^B or Mariutte's law.
P^ure at a volume i', and pi = pressure at & volume I'l, p^i'i =
u
-n; vv — a constant.
Unt, C, varies with the temperature, everything else remaining
by a pressure of seventydve atmoBpherea has a volume
than ttiat computed fn>iii Boyle's law, liul ihii) Is the greofest
lat i* fooud below 160 ainiospherfs pressure.
I^faarlea.— The vohinm of a perfect (tan al. a constant pressure
liil to Its ahiinhite tempei-atnre. If r, l)e the volume of a gas
I Vi the volume at any other temperature, /,, tlien
'or », = [! + 0.0020a«(f, - 82»j]Uo.
also chaUfne frompg top,,
"■ - %,V 491.2 '•
laltlea of Gaaea and Vapora are simply proportional I
Veiirht's
ro'a Law.-K<]unl vulumeH of all ^aaes, luider the same con-l
tnijieiutuie and pressure, contain the same number of mole-i
welRht of n gas In pounds jier cubic foot at SIJ" F., multiply
Ight of the gas by .Ml,JB9. Thus 1 cu. ft, marsh-gn»,CH»
icularwei
ja±4
X .00561/ = M4T lb.
480 PHV&ICAL PaOPERTlBS OP OK6S6.
I
I
I v«^^H
1
Wlieii a certain volume of hydrogeu oombitiM with one half Ub%
iixvcf D, there Is produe«<l au amount of water vapor whl«fa '
Faints volume as tbat. whiuli wa« oucupif d by ilte hydrogeo gaa^
siiiiu- lc)tii«Tatiirt« Bnd piciwiirp.
SatiirBtlon-polMt oT Vapor*.— A vaiu^r thm
lioniKiiiit lii-lmvHs liki- a k«k mul<-r L'hanKf^s uf tfn
lniL if il lb siifncif-'iiily <.'»>iiiinei*j*<fii or coi'ltr*!, it rt-a' '
Kins to t'ondeuK**: it tli«a ih> loiiper oljt?ys th*-
]MPS«ure cannot be ii.creiiseii l)j diiiiiui«Jiin(r il
it, but, remains omstjiui, except when ihe (•
ijtilv ens that can pievi-ni n liitnid evniioialinj; s.-.tu^^ to i
Aalton'a liavv orOaocoua Fresaarea.- Every <
of Kas incluscij iu a vessel CDnlriljutes to Uie pressure nj; .
Hw vessL-l thu sanio nnionnt lliat it would have exerted hy ly
other p:a-s l>e<iii present.
mixtnrea of Vapora and Ga»«B.— Ilie pressure
lli« inriM-iiirof a vessel by a K<veu quantity of a perfect ga« i
is the sii III of ilie presRura? whieli any number of ports into «rhl
tity might he diviiled would exert separately, If each were _
veksel of the same bulk alone, at the same temperature. Altho
is iu)t exactly inie for any actual gas, it 1b very nearly true for I
ir ti ()S07!;8 lb. ot air at iiT ¥.. being enclosed in a vessel of uO
I'ftpacity. exerts a pressure of one atnioBphere or U.T iMuiMla. ODI
inch of the interior of the vessel, then will each aiiditional O.OACTS i
which is enclosed, at Si°, iu the same vessel, produce Twry neail/ (
tioiial atmosphere of pressure. Tlie same law is applicable to mix
KaseAof differuMt kinds. For example. O.VJMJ lb. of carlxinie-acid
5s!°, being enclosed in a vessel of one cubic fool in capacity, ezertsai
of one atiiinKphere; consequently, If 0.0807*8 lb. of air and O.IW
carlionic acid, ml.xed, bn eiicloned at Ihe temperature of 3^°, iD •»
one cubic fool of cnpBcity. the mixture will excri a pressiirr of tin
pheres. As a socona example: I^et O.CKHCW lb. of air, at !li*, btttac
a vessel of one cubic foot ; it will exert a pressure of
2I'J + 459 2
a8 + 4afl.g = '-^ atmospheree.
LetO.OS797Ib.of st«ans, at 2I8°. be enclosed in a vessel of otiecnNB
will exert a pressure of one at inospherp. Con- •''"Wl
and O.iWTUT 111. of Kteam t>e mixwl an<l encloHe<! ' ■ »i
one cubic font, the mixture will exert a nressii I . .nrl
a common hut eironeoun jiiactlee, in i-lenienlaiy ij -irUs ii MlijifiM
(ivrlbe this law as constituun« a difference lx>iweeii mixed aim boONI
f;aseii; wheiva.^ it is obvioiiit that for mixml and homoKeiieoua ksms
of pressure is exuclly the same, vii., that the presauro Of the wbi
KitM-oiiH miiss is Ihe sum of the pressures of all ita parta Tbti Itea
taws ol mixture of cases aud vapors.
A wooiid l«iv is th^t the prpBeuce of a foreicn easeous cabsiaaM
tact with tlie surface of a solid or liquid does not affeet tlM C
vapor of that soliil or liquid unless there ia a tendency LO C
hinntioii lietween Ihe two sul)stancrg. in which c<lse the dl
voi'Oi is Nliuhlly iueIva^:ed. (Ranliine, S. E, p 339.)
Plonr ofGaaea. — By the principle of thet-nrnervatlon of •
(>u Mllll^Yn that the veNH'ily ivitn whioli a f^ns nil ' 'Tti
avaciiiiKi la iiivers«-ly proportional to tlieMiu
oxyjji'u, whieh is slxf»'en times as heavy a-. In
tile Knme cii-cumstances, escajie linn>ugh an opening iwiiy
as till' In Her chh.
AbNorptlnii of Gaaen hj I.lqnMa.-Mflnv rfti« b?»1
sr.ii.. , , ,-. Diher ll.,. ■
'b'K will fur ex I
K'l'' ' .^ rnlintie Ol
""I ■ \iiiuill>- '•! .■xl^-'-ll
:ii>t is iibsort>i;il by a (riven viiluniH of llq
p!?1 tic Hit' ^-iiftmie of a tims? nf i
BSL'KE OF THE ATMOSPHKRE.
AIR.
r.— Mr is R nieH--batiical mixture of the gases oxygen
ri«0 and T9.3 puna N by TOliiine, 23 parts O and 77 pRrts
^ pur« air at sa" F. and a barometric pressuri? of -HM Inclies
4.«9a3 lbs. t>er sq. in., or 2116.3 lbs. per sq. ft., Is .i^07iH lb. per
lume of 1 U). = 12.387 cu. ft. At any otiicr tcmiH?ratiire uiid
Kure Us weight in Ilia, per cubic foot is H'= ',' , , -y .
4.1U.V; -\- I
rtit of the barometer. T= temperature Fahr.. and 1,*J.M =
r 459.2 e. ft. of uir al '>° K. and one iiicli barometric pressmia.
191 a rif iia volume at 3-.'* I'', fur every iiicr<»«!«> of 1" W.,
inversely as the presMire.
k Density, and Pressure of Air at Various
Tenip^Falarea. (!'. K. Clark.)
^me at Aliuoe.
freiisure.
Feet Coraiiara-
lb. tive Vol.
«
10
II
IS
H
15
DO
.881
.SH8
.958
.977
1.000
l.OtS
l.o;i4
1.051
i.ora
1.00s
i.iit
i.iao
1.119
1.108
1.187
i.floe
i.aaa
1.804
1.S88
l.«87
Deiiitity. lbs.
per Cubic Foot at
.4tiuu». Pressure.
.oe«33i
•OWTid
.oTiuas
.077884
,078097
.07-J950
.07-3565
.ar-iiv)
.07<)iHa
.ociiTai
.oe<«w
.067361
.oooj-n
.OOMM
.Otil088
.WWCW9
.00 MM
.oawio
.0d9:j1S
.05»I3!1
Precsure at Constau
Vol tune.
Lha. per
Sq. III.
13.90
13.S6
U.llS
14.31]
14.70
14.93
1.5.21
15.49
15.77
16.05
16.31
16.61
16.69
17.19
ir.so
17.76
IS.Oi
i8.r.8
18.86
18,83
Compara-
tlTB Fres.
.S81
.ws
.U5I*
.977
l.OOI)
1.015
1.0S4
1.054
1.078
1.09e
1.II1
1.130
1.140
1.168
1.187
l.-JOC
1.S9S
].aS4
1.S88
1,387
■anonieterconaist.H of a lon^ vertical kIr^ tube. clo.>wd At
[open al the lower end. containuii^ air, provided with a scale,
a)oii)( with a tbermotnet<^r. in a transparent liquid, sucli as
ataiued in a .<itrong cylinder of ^lass, which coinmuniqatea
In which the pressure is to be ascertained. I'he scale shows
BLed by the air iu the tube.
inie, at the temperature of 3'i' Fahrenheit, and nie«n
sphere, p™: let «, be the vnltime of ili«* air at the tem-
r the al>solute pressure to be meAsured pj ; then
Pl =
(t + l'i».2'yptVt
491. ■," t',
the Atmosphere at Different A' '
l^cl the nref!sur>.> of the air Is 14.7 poiiodg p"
!bov& tna nea-lerel It h K.O;? pounds; at
- mUe, It.O^: at 04 mile, llAi; at 1)4 I
r
482
AIB.
miles, 0.80 pounds per square inch. For a rough approzio
assume that tbe pressure decreases Hi pouiid per square
feet iif aiwenl.
It IB calculated tlutt nl a belf^ht of ahout SV^ miles ubovp I
weight of a cubic font of air Is only one half what it is at the »n
eartii, at seven milvs onl}' oue fourth, at fourteon niile-t only ofl
&l tweDt>'-one miles only od9 sixLj'-foiirth, and at a height of
l^ve miles it becomes t>o attenuated as to have do appreciaMe w
The pi-essut* of the atmosphere iDcreases wiiU the depth of shifli
to about one inch rise in the barometer for each 900 fe>'t increue In
this mar ^ takeu as a rougb-aud-ready rule for ascerialuiiig liie d
shafts.
Preaanre of the Atmoaphere p«r Sqnftre In^lt •■
dqaare Foot at Varloas Readliiga of the Bmrone
RtM.K.— Haronieler In inches x .4(tOH = prt'ssure per square itxAj |
per square inch x 144 = pressure per stquare foot. WM
Barometer.
Preasure
Pressure
Barometer.
Pressure
1
per Sq. In.
per Bq. Ft.
per Sq. In.
m
In.
lbs.
lb«.»
In.
lbs.
1
38.00
J8.T4
1978
ai.T5
14.S0
^ 18.25
13.88
1996
30.00
M.74
BSR.M
13.98
soia
SO.JS
14.»1
■ «e 75
14.11
tnsi
80.50
14.96
^89.00
14.28
!049
80.76
16.09
as.15
14.35
-joee
31.00
W.3t
S9.50
14.47
3063
* Decimals omitted.
For lower pressures see table of the Properti<»« of Steatii.
Barometric Readlne* correnpondlne wtlti Dfl
Altitudes, In Prench and Engllan neaanr«a«
!
Bead-
Heading
Reading
1
Alti-
tude.
ing of
Barom-
eter.
Altitude.
of
Barom-
eter.
Alti-
tude,
of
Barom-
eter.
AlUtad||
meters.
mm.
feet.
Inches.
meters.
Dim.
fej
n
762
0.
30.
1117
«eo
sntMU
21
780
68.9
».«3
1W9
660
4163.11 ■
ViT
750
416.7
89.S?
1393
640
4568.3
231
740
767.7
S9.t»
1519
6S0
4WB.1
34J
730
lliK.l
S8.T4
1647
•SO
1M0S.«
45S
730
1486.8
28.39
1777
«to
BilO.fl
564
710
1850.4
27.95
1MM
aoo
694*.
878
700
2i!.'4.5
27.55
2048
no
9m. 9
793
690
2599.7
27.16
SI80
660
7152.4
900
680
8962 1
26.77
2S18
670
7MB.I
lO*?
670
33«9.6
26.38
S480
BflO
wn.
Levelling by th« Barometer and b> TT.-'TTi
(Traiilwtiie. >— Many circuitistances roinbine to re
kind of levelling unreliable wliere v:ieat ai-curncv i
to read off from an aneroid M he Icind of bn:
engineering purpoftesi to viithln from two to i
Itasiae. The rnnisture or rtrvni'=-< of rhe nir .;
Tt^Blt; of moiiii:'
'and Irregtil .
— let- .r i-\i-sMi'.\. >.l \.-M\v 'A«' tr'-t .><■
t ahall eiiitiraue v^ves<! ««i\kr«c» <it. «not.
MOISTURE IX THE ATMOSPHERE.
tii Flud the
IttOorenee In Altitude or Two PI«eea.— Tak<_
■ s op{>OHite lo the two boiling tfinperatures, or to
^. Subtract the une oppogite the lower reudiiif;
. ; • r readiiig. The rciiiainder will be the required
I iiixMuatJon. To correct this, add together the. two
^. and divide (he sum liy 2, for their mean. From
:.pr temperature, take out the nitiiiber under this mean.
I'lcxiniate height jUbl found !>>' this ijunit>er.
•■ water wiJI liuil at 1° less of teiii pern lure for an average of
f elevation a Inive sea-level, up to B height of ]^ a mile. At
iiile, 1° of lioiliog temperature will cnrrespono to about SCO
M, In the tattle the mean of the lemperaiures at the two
iiineii to be JJi^F., at which no correction for temperature
aurj ill utiioK the table.
Corrections tor TEicPKaAxuRE.
leinp. F. in shade. 0 ! I0°| 30=1 :«)°| 4I)» 1 50° | 60' I TO" |W)° 190° f \W
S''LJiJL_ .0-« I .!(54 ! .yrs 1 .9ll6|l.0l6ll. well. 0681 1.079!l.lO(ll|.l!'l|l.Ha
ilatare in the Atmosphere. — AtmoHpherlc afr aluays contaiiu
M quiiuiity or piirljMiiicacid gas and a varying quaotily of aqueoiia
'. I'ure mountain ntr contains about 3 to -1 parts of curUoiiic acid In,
A properly ventilated room tibould eootalii not more thun six purl
no.
ileeree of saturation nr relative humidity of the air Ik determined hj
teot the dry and wet bulb lli.-riiiorneter. The degree of salumlion for
iber of different readings of the thenuoriieier in given in (he fiillo\vlii|i
tlTDKUTIONS or THE HVQROMKTKR (DkY AND WkT BhIjB), FROM
Mk. Ri.AiaRER'B Observations at Ubicenwich.
t
DUTereoce of Temperature or Degrees of Cold In the Wet-
bulb Tlierinotueter.
Wfilebta of Air, Vapor of ITater, and Satarat«d M
or Air and Vapor at Dlflereaf Teinperalur**, at
tbe Ordiuary AtmoKplit-rlc Prt-sKur* of 99.M
Indies ol 'iilercury.
?L
MtxTCBES or Aia BATi'iuTaB «m %
1
Weight of Cubic Foot of the
g^
ElUKtlc
Force of
Che Air in
Mixture of Air and Vapor,
2S
-M*^
^i-H
Mixture
!
11
ifaa
If
ofAirand
Vapor,
Inches of
Weight
of the
Afr lbs.
Weight
of the
Vapor,
T.'lal '
pa
fix
Mercury.
pounds.
'
0"
0864
.044
a.srr
.0883
.0OV.-.1
i\^:m
la
.0SJ3
.074
Sg 849
.0840
.0-
ti
.UfS-l
.iia
89.808
.0821
.(>-
S3
.a«or
.181
«9.740
.0808
.0^.>^^,.,
42
.Wfll
.207
29.0.'4
.0784
.000*40
aS
.inTB
.388
ao.fisa
.0706
.000027
^«S
.0701
.558
89.305
.0747
.00o«*i
K?g
.0747
.785
ao.rM
.0727
.0(1 ■
V><
.07:«
l.OM
«8.«a»
.0706
.Oij;
»t2
.07*0
l.SOl
a8.4'J0
.0684
.00:^..!
loa
.0707
S!.036
87.885
.tK»9
.ooa9»(
.•imii
119
.(1004
a73l
27.100
.(m\
.008JM4
0«7Mt
122
.oflse
3.6il
30..%I0
MM
.003142
.0«0N
laa
.0671
4.754
35.169
.0564
.00t!88»
.o«mi
142
•oeiK)
».166
S3.7SS
.0534
.(XW473
.OOWTS
Ia3
.0010
7.M0
2i.«ei
.047?
.uit»;i6
102
.0038
10.099
19. &S
.04:23
.OlMlft
■OO^^I
172
.0(W8
1<.7M
17. IM
.0380
.01068*
.omI^I
182
.0618
15.900
13.901
.ae8&
.02063(1
.04fliH
102
.001%
19.8i8
10.«»
.0005
.0a5l4«
,04SMin
S02
.OOUO
^4.450
5.471
.0109
.080645
'041401
_S12
.o:i9i
W 931
0.000
.0000
osoaso
.osaan)
Tlfe w
elglit ill 1
t)s. of th
e vapor ir
tlxtVI with
100 lbs. of putT! kl
given te
iiiperuiun
i auU pn
;.>isiire is g
Iveu by the (oriuula
62.8 X
«X»"
■
where K s elastic force of tha var>or &t the given temperalnr^H
meruiiry; p = abxoliile pressure In inches of inerviiry, s Mi^H
Spcclflc lliiatof Air at Con«tant Volamt^ and ai ri
Pre»»nre.— \'oluiiie iif 1 lb. of air at 3a* K. nnil preisdureot HTIta
in, = J-'.3S7 cti. ft. = B ootnmD 1 »q. (t. ai-ea y. 1S.38: ft, high. RuMH
ature I* r. expands it j^, or to 13.411:3 ft. bigh-A riw of OiMi fo
Work done = 2116 lbs. per sq. ft. X .02523 = 63.S7 foot^puUiiJa. orfl
O.06IM beat units.
The BfMiclflc heat of air at con«t<int pressure, according to BM
0.2 i"' . iiirludes the worlc of expansion, or .VOX hrM r ""
th'- • . al ocinritant volume =3 0.2875 - .0688 = a 168*.
1( ' .iHc hefti at constant pressure tc. specific licat I
Toliinie = '.■I,', -► .ltW9 = 1..10<j, (Si-.' ^Jp.-cili.- I
Plow or Air tlironvta OrlHcea.-Ti
ptrteooDil of flow Mf any fluid, IkiuIiI. or u.
'^igh = ' wbJoh ft = the " head" or Uoulit of IlioJ
|nlr*d lite prea&iiri) of tlie Quid at Ui« l«»«i (^
•#
f flow to cuWc twrt V«» *e««m& \» atcMKi
FLOW OP AIR IN PIPES. 485
I* hf the arut of ih» orifice, in square Feet. niultlpliLHl \ty a
fl»n'." nliicli tnlies inui ntrrouiit ilie cmiinii'itun ol' ilic vuiii
nil, Ihe fri>'tioii of liin orillcf , *>ic.
JIB llirodi;'' 11' "rlflee or tiliorl liilte, from a i-eKM-voir ut the
.o a rfsrrvoir of Ihe pressure Pj. VVelsliudi t;i>Hs tin? fulluw-
the c'<i«-fncieiit of flow, ohlaintd fruui Ijt.H i'JC])f liiiieiila.
FlJ)W OF AlB THHOIUU xn OhincE.
Coefflcient c id fomiiila v = c i *;'<.
I Rftiinof prt^siirespj-i-jj, 1.05 l.Oa l.JS l.Bn 1.89 S.IS
"CVpefncient 5SS .nS9 asc! ,:*t .;m .7H8
RBli()orpre«8ureg 1.05 l.tW 136 l.U" SiU ....
Coefficieut !tt8 .S73 .031 .(i;8 .Tx-S....
Flow np Aia TSiu>vaR a Suoat Tube.
( Ratio of pressures p,-i-j)j 1.05 110 1..30
(Co*mcient 7:«) .771 .830 ....
u. I Ratio of pressures 1.41 1.69
|i. CCoefflcieiii 813 .ftS
iRalioof priasui^ ...1.34 l.SS l.-W l.fifi S.U ....
i fCoemoleut. »T9 .OBi; .Otl.'. .971 .978...,
UATioNs FOR Flow op Am from a Ukuksvoir thhouoh am
MIFJCE. ifeabody'a TliBrmoilyiiamics p. IS-'i.)
For p, > 8pa. Q = 0,880 F -
Pi <3Pa. G - . ,,,
■« I
f Ihriiii^h the orlflce In lbs. per bpc, F = nrca of orifltre In f^.
lite prvs.siire in reservoir In lljs. per fq. In.. ;>« — prt-e»iire of
Pi = aliMilute temperature, Fahr.. of olr in re»ei-voir.
u 1 utiles, and Data, p. 8B1 1 (Clven. for the veVocitj of flow of air
Iflce due to small difrcreneen of pressure,
llfled,
r = 889 e i/ (l + .00803(< - sbV';
velocity In fept per woond ; 9;/ = 81.4; h = height of the column
clies, roensurin^ the differenee of pre^wore; i = the tenipera-
I 71 = Imroinetric pre^wun- In inclie."! of iiierciirj-. "TH.ais (lie
I itl" i(ii<1er a prei-.ure of 30.03 incli<w of niereury when tliat of
t)t of ■^ater is taken iih I.
le fonniilu l)«-c<)nie8 V = HtBC A/ , and if ji = 39.9S luche«F=
of rlltlix f, OCCurdltiK to WVisliacli, is:
nioolhplefe, of form >if ilie uoutructei] rein,
lureit of from 33 10 I.l aliiu*.|i|iei-es <7 = .07 to US
»« In thin pliiU-« C = .80 to .V^J
'eal iuijiitli|ile>-es (^ = .HI to ."
tided at Ihe inner end Ti- O8IO.
(ting inonthpieces i; == .no to ^
Air In Plpes.-Hawhaley (Proc. Inst. C. E^ xxxiU,
foniiuta for (low of watei- in pipce v - 48 4/ — may
'or flow 0/ air. Ill this cane II - height In fe«l<_
prodac« the fjresBure cHuaing (be flow, or 1)1^
AIR.
for • gixen flow; t' = velocity in feet per aeoond, D = liiiOnetrr I
lenKtli III feet.
If ibf iifail Is «xpre«]ieit lit Indm of vratvr, h. the ulr belDC t
6'J* F , its weight per cubic {ont at ahiiaiipheric prriwun' = .OTt' "
f^ = «r^t^ .o = Bf-Sfc. U rf = diameter in liicben. D = ~. and I
becomes it = IH 5
eter lu inchc« and L
The quaotitj in cubic feet per second ia
114
_ g't
Th"' horse-power required to drive aJr tliri>ii)(li a pipe i« t)M« \
cubic feet per second inulliplled l(jr tiie preswn-e lit iNuindK |wr|
and divided by &S0. Pre^wure In poundfi per square foot = J*i
wnter column x 5.I9S, wlience borso-power =
I
I
HP = 91^
Qh _
. 9'J^
H
&S0 106 9 4t.Skt*' ^m
If Oie bead or pressure caiisinj; the flow 1.4 expresiml in |^>ouDd^^|
inch = p, then h = ST.Tlp, and ihe above forniul» become H^B
P if/..=«^==.«i8^=.(«4ei^. g
ToIUin« of Air Tranamllted In mbic Fe^t prr 11
■
Plp«B of Various Diaaieiera.
■
For to^= '',^^*«''<' X •»•
I
Actual Diameter of Mi* in Iiiih«a.
1
"^H
|l 1
i i
4
5
e
8
10
u
le
m
I .S«T
1.81 S.«6
a.-J4
8.18
11. 7H
jO.IM
»j.7a
47.1a
W.77
MM
s .eu
g.Oa 5.SB
I0.4T
16.3(1
38.Mi
41 a» IB.4S
94 25
1«7&
S^l
8 .W»
S.B3 8.fM
157
24.5
35.3
6J.fl
l)6.<
1(1.4
S5I.8
4 1.31
5,84 11. TH
aa.t
ai.7
47.1
R3.8
181
188
833
aJ
5 1.S4
6.M I4.T
ws
41
»»
104
ll»
as
4t«
al
e I.BS
7.84 17.7
81 ,4
49.1
70 7
1J5
IS«
sn
M* W^M
T a.M
f.I« «D 0
86.6
67.-4
8«.4
146 *»
880
m H
"J 8.6*
105 «3.5
41. D
6.V4
M
167 IflW
877
«70 I^H
• 8.H
nlB8B.S
47
73
106
INH )H>t
494
m ^H
10 |S.«7
111 «.4
8J
88
118
«» 3117
471
MH ^1
1* AM
13.7 83.S
«8
»8
141
I!S1 8U3
Mia
1006 ^H
l» *.»t
lU.e 44 !t
78
142
177
314 401
707
lat ^H
18 n.m
n5 Im
IM
H7
BIS!
377 S8»
848
,« 8"
.« .. „r,
lOS
164
ins
419 6M
V»
Mi^^^^^l
-1 :
138
IW
»8
«W -IH^
list
S^^^^^^^^^H
h
181
104
(M
aes 818
1178
j^^^^^^H
rt^
148 .8S9
W
S« 1l\6
iai«
j^^^^^^H
•VI 'Mb \S5» \«« Wll \<\^ val^
^^H
1
1
FLOW OP Atk IN PIPES. 48/
nln iiDi) its derivallrrs the iiiiiiierJcal cnrltldrnlB are
ly jiossiMe, liovvf V(>r. Dint Dii-y onn lit- sociirale ••Ji'<'|>l
e of i.-.>ii<]ltinnE. In Ihr cow of wnti-r it in found that
"lion, on nhU'li (lie 1o«h uf liend ilfpt'ndK. rBiies niili llm
leler of the f'ipv, and with tiie velocilj'. hk well ax with th«
Ui interior surface. In tb« uas« of air and oilier f^AM^ wt^
DO, the decreas«f in density and coiihconpiil incrpnsp In voliiiiie
due to the pitJKreesive kiss o( bead ironi one end of I he pipe
that according loJ lie expHriiiieut^ of U'AiibumHonand tliiiiteoC
•ninlflsion on the renititancR of air throuKh lonir condiiltH nr
iiution of pr(>88un? is Tery uearly direclly a» ihf U*iif^)i, and
( tlia velocity and inversely oa the diameier. The re^ixianrp
r the density.
omenta are correct, then the forinula3A = —3^ atid li = ^ '
rativps are correct in form, and they may be used nheii ibe
Bcients c and c' are obtained by experiment.
i fomis of the ahoire fonntdii! us ooirecl. and let C be a vari-
la dependiofr upon tbe IvtiKlti. diameter, and cindltioii of Mir-
p«'. and posslblj- al«o ujwn Ilie I'elocity, the leni|ieiaiure and
be determined by fijtnie fipirimeiils. then for A = head in
r. d = (liHMieter in inches, i, = lencih in feet, v = velocity in
■ Q «= quantity In cubit' feel per second:
Lv* , Lifl
'■V
of preiBture jj In pounds per square inch,
si - 6.2M l^Ji;
d»
87.7] C»p' ' •,>r.71C<i'
Cp ' '*" C*d* '
¥
of air, see Mine Ventilation.)
unccM per Square Inch.— B. F. 8turt»>
tug furuiiiltti :
_ VJgiOUOffp, , _, Li<»
i'.WOO/),
lo«s of prefwure In ounces per xquare Inch, r = relnclty of «lr
tMid, and L = len^di of pipeJn feel. If ji l» talct'D In |Mitin<lit
It, IheKe formulee rtNluce to
d h p
1 1-1
iced from the commoD formiila (Welsboch's). jizzf-^z^,
1808.
K table is condensed from one given in tlie ciitaloicue of B^
lipany.
lure In pipes 100 feel long, in ounces per square {
Ita, the iow la proportJoooJ to tJie iengto.
I
AIB.
li
13
>•
Diameter of Pipe In Inches.
n
1
S
s
4
5
6
7
8
«
'«"
!
Los8 of Freeaure in Ouucea,
1
1
m
iOa
.800
.133
.100
.OHO ,067| .-a'i7 OSO
044
4
1
nui
l.BIKt
.BOO
.MS
.400
.aaffl .a07l .2i» .SWii
.178
41
IMM)
3.6UU
I.BOO
i.aw
.90(1
.TSO .600; .614 .4S0
400
*m
240)
IK4U0
a.aoci
s.isa
l.GOO
l.SSO I.0«7| .»I4 .800
.711
.isn
;iui» 111.
3..i;j3
2.6
3. , 1.067 1 4>»l.e50
Mil
i.ouii .(
aiiOOM4.-i
T.8
4.8
3 6
2.88 3.4 '2.1t57|l.8
l.«
I 41 1 f
«wo
n.s
6.. 553
4.9
S.92 a 287 a 8 \i 15
■i i:<
49^
I;i.8
8..Wil 0.4
8.12 4.-.'G7 3.i;57|a.2
i.Hii
m
...
ao.
13. -m 10.0
fi.o 6.0fi7.^.7I4^.lI
4 41'
Diaiiieler of Pip« in Incliiw.
14
16
18
SO
ast
M
SS
ft!
as
«0
i
Lnss of Pressure ii> OiinctM.
fifK)
.0S»
.080 .OM
.030
.018 .017 .014
.ots
oti
.mo' (
18O0
■ lU
.101) .o«a
.080
.07S .0117 .057
.06(1
oil
lflO(l
.117
.?25 .200
.1*1
iiH .lao .i«)
.11 J
.H"
S44)(l
.iW
.400 .-JM
.»»
.291 .967 .230
.300
.i:-^
mm
1 ff.".l
.Hoo .mo
.7tf»
.l»5 .GOO .fiU
.4ft(l
.401)
!'.>'
4-,'<»li
1 .41)11
1.325
i.oai
.USII
.Mtl .8171 .700
.61'.;
•Ml
.V"
4Mno
I.HS
l.flOO
i.-ia.'
l.-iHtl
1.1(14 1.0U7 .914
.rtm
,711
lillf
fiOOO
2.857
a.54X)
2.r.'i>
2.000
l.'<lSi: 1.667 1.421)
i.iM
1 111
l.lHIO 1
I
BOect of Bends In, Pipes. iNorwollc Iron Work* Co.
Kaiiius of •■lliKU . in iliiiiii>'t(.'r of ivi|ii' = n 8 a ll* lU 1
Eijniviilt-iil IvrtliR of»lim>lil iiipe, diains 7.85 8.24 9.03 10 A; t : Ti 17.SU
Coiuprnitsed'air Trananilsalon. iFrank Ri.JMr u 4m.
Mnrcti », l^'.H I— Till* vohiiiie ot free air ii'tiiisinll.iH>l
ilinictlv as tliB niuiitxT of atitii»i)l)ori»s lu wlilcli ;
Thus, I'f theair-trHiisHiitt^d lie at 75 pounds eauci--;
phere*!, the irolame of frp«< nir will l>e si.v tiiiie» «l
table(uai;e 486). It Is generally conslJere'l Ihai for •■
the velwlly in main pipe* slioiild not exceeil 'Ji) f-
Ktnnller distributing: pipes Hie velocliv jilmiiM i -
Tlie losaof pownr In the transmission of cm
n 8fi1ous oni', or at all to tn^ couiparwl with tli'
tioii ot ooinpre-ssiiin niitl in the ifuxpan.<^i«ii
The formulas for lo.as by friction are all ini-
of observed facts in tliis line are in a more or .
OTldently unreliable.
A Btntvinetii of the friction of air flowing thronsh a plja
aU tlif r.II'.vviiij.- r;i. tnrs; Unit of tiiii.\ \oliniie "f nlr. pr.-
PLOW OF COMPRESSED AIR IN PIPES.
HT or Additional PrettMure lu puiiiidH |»er cmj
^Nalrvd to deliver Air at 75 Pounds (iBUKC-pre««ttre
HkrviiKh Plpea of Varlou* Sizes and I.pnt^ha. (Fi'uuli
'Tlitliilua.;
]
ire
luk
t
1" PlPiS-
4" Pipe.
Length III fe<-r..
90 I 100 300 500 1,000
Itita of pre
iii .J9
.SMI I.Oo-.;
D 985 7.85
X.SSMlT.Cfl
iwure, Ihrt. i>
1.4'
.'i.tstW
a.+r»
9 81
a}. IE
'9.9
3)4" Pip».
500
TiO
1.000
1.500
Length in feet.
300 300 400 1,000 1 8,000
Loss
.16
.30
.64
1.
1.4*
of pit"
.■M
.54
1.5
a. 10
Ksure.
.4
.S
1 li
i.h
3.0
IbB.p. sq. iu.
1.8
i.e
8.S
6.4
10.
14
I .«6
.lie .336
.Mil
) .2M
.4I« 1.H5
2.S4
( .MT
1.7B 5.38
8.97
1 eft!
S.»l IS. 11
i 3.&0
7.18
1 l-i
4.49
8" Pipe.
S ;o«8
i .ei«
1^^" FlPK.
.0:il
.11-
..VW
1.23
2.19
1U3| .li)
.411 .OH.'.
1 64 I 2.74
g 69 C.Kl
6.57 10. IW
.31
1.3'
.'■.4H
500
1.000
5m
,11
•w
I.OOU
.44
.881
1.500
,W
I.U8
S,000
1,70
3.52
2,500
« 75
6.5
.41 .88
1.76 I 3.53
3.80 7.92
7.04 114.08
1. I
1.1
4.4
9.8
6" PlPB.
I
.019
.Or«
.114
.10
.078
.I.'fi
.457
.761
.171
.818
1.03
1.71
.401
.61)9
I.H.1
3 04
.476
.«sa
tM
4.76
886
I.«7 4.11
6.85
1 .6-.'
3 1
tj CW
9 .'il
l.'J.7J
aw 1,000
I..VX1
:>..V10
S.lKXI
.TDM
1.417,
3 18 I
1.000 I -1.000 4,000 5,000 10,
.708 1.48
l.SBD 3. -J
3.8:1 S.li7
4.44 8.89
6.37 lis. 7
1 77
S.WI
7.011
11 1
15.9
^0^
3.64
7.99
14.17
8" PlPK.
mnu
05
.ORB;
.160
rm
.8
m
.666
•a
.45
.75
1 5
.m
.8
t.»
■iM
.ess
1 Jfl
■1 m
4.1(1
I a.i«
Pip«_
.•■!(«,
1.87
J.X3
, 6 -i
.4161 .m
1.06 I S.-'J2
8.75 I 7.4W
6.66 I 18. .1
10,4 40.8
gh Mr. BJcbarrfd rfo«i no^ ^r/rp flii.v forrmila '
oflttbofrt tbKl tor any givea dJanier«r tH
WIKD.
■re In Compreased Air Pipe-main, at
St. «otb«rd Tuanrl.
1
1
lE. Stockalper
•1
lb
^1
ii
5^
Observed Pre«suie«.
■r
V^^w
w 1
VrIuo
If
i
■5 »
1!
1 1
£2 hi
Loss of
Pressurti.
of r'
lu fur-
niulii
Bt
III
T,S
= »
f-sE !•=
Q-L
Ui
■S"S3
•5 —
£.Sa., !^S
e-W
>
s
tt
P.
t 1 o:
.
lbs.
\.
en. ft
den.
Ills.
feet.
at
at.
per
isq.m.
%
H
8,584
nofwi
S.6C«I
19.32
5.C0
D.a.1
5.i.'B-J
6.4
610
r.063
.O0CO:j
StifiO
37.14
5.24
B.OO
S.r.JK
4.B
riLs
»]
bSM
.(10514
I.T76
l(i..K»
4.83
4.13
8.aa4
6.1
5ia
6.868
.oo<6a
I.TTB
4.13
...
H
5.362
.(nMi^
1.4K3
lS..-i8
».8)
3.U5
! T9:!
50
4m
5.300
.oiMsa
1.46--)
39.34
S.1%
3.54
l.SIT
3.0
4-.'?
f the pipe 7.6< in dluraeter was ]5,092 ft., ami of the sinaller
The mean teniperaiure of the air in the lurire pipe was TO* F.
|i pipe 80° K.
WIND.
the Wind.— Snieatoii in 1759 puWishwl n table of the
"^wmre of wind, as fnllowa:
y JLXD Foacg or Wiyp, ik Fodsdb psa SqcAHn Inch.
J's'Cointiion Appella-
r g I lion of the
jfg^j Foi-oo of Wind .
npj' I Hardly pt-rcpptl-
I '( ble.
Mil I" ■'"*' perceptjljle
!0TB
L]'i3 I Oentle pleasant
L1T7 f wlud.
Flaasani brisk
galo.
piT aqtiBTA foot in tlie above tahle corrmfion<1 to
&.■". ill wliich y is the velocity in miles per lioiir. Kttg'^
tia^a ihttl the formula was never well itilablWiMi, »
Oil Siiirjti..ii'K iinnie nuii ftir Ifti'it of u bftltr. It wai) 1
use ill uindniill prttctk-f Tli» li-en<l
iToilnittli-ly ooneol only for .mii.|i sui^k
^ .. s it often gives greatly loo Uu'tie resu
' 0UieL» uru liMk uoui pared witli Siueatou'i
I formula
' by I'rof, Mania
Wblpple aud Vtaeg
18, 14^
(be fqosre of the
s per koor thne f«(MBlBB K>>« for Ik* v*cw«
ML44 fta.. ntpaeOwtitr, Ike pmiwii varriac ->-
or the TdocttT. UeoL OrntT's m»i rimatl I
Um. cUimliur to pn>re that P = /T Immrmi i>r P = fV*. I
A- B. WcW (Tlie WiadmiQ M • Pnne Motcr. p. •)
3
prepare per tq. ft. of snifMX. i> = ^^zr, in vbkb d = dea^r
per en. ft. =
■OlOTOp -T F1 .
pbeiuir Uie liaiiiitiUfci
foot at aoy lerpl, and tempawttm of K* P.. ( ao;- absali
Q = voluiiie of air carried titmg per aqnaK foot in one aoca
of the wind in feet per sec, 7 ^ SllS. Since Q = r ea fi. ]
Uultipljini; this bj a coeAcieiit 0.9S foood bjr exprrioaeBt.
the alioTe ralae of d. he obtains P =
0017ISI y p
t X33 16
- .oisra
= fllSJS Iba.
as
p— ?!!__
fxW.16
sq ft. or aTerage atmoqilieile piiamn 1
- , an ezpresaioD in which the
C18T«
wii
I;
with the temperature: and he (rtvea a table abnwtn? th» r
vekieitjr and preaaurc for t«nip«-ratur«« from V
from 1 to 90 mtleti per hi>ur. For a tt-mperature <
with tboaein Snieaton s tabit-, fr>rO* F. they are
and for 100* 10 pt-r Lfmt le««. IVof n. Allrti Hj«i»-ii. tii
18B0, sarK Ibat •;xperiin«o(8 with n-hirlin^ ann* . bj
wind, and on loconiotlv«i with celociiies ninniup i!f% 5*
re invariably shown the n^stance tir ■ -, •- • "'
= .OOSSV, in which F - nresnure in |K"r
Telocity in rnik^ per hour. ih^ d-xii-
le acciimcy of the first two fnf -.f^-urM ni^-ncer
« flrgt factor haa been vario m.'d fruni OKI to
tennliied as low as .0014 — h:!: n).
The second factor has been diinM lu s-nn* eip ■'
whirlinKanni and low vel>>ciiie< to vary wlih ti -
but this entirely di»a|?pears wilh lonjrer sriiiv • -
the only question im>w to be delerniitieii i» t) - <ii
bapft Home of the be*t ex|<erimenl« for del'- i«
France In 18<36 hy carrj-ine Oat lioardi; on i' .. U
"da caee was, for 44.5 miles per hour, J) = i^'/> 31 •. J
Mr. Croaby^s whirling experiments were matle uith an m
Is certain that mrwt serious effecf from rentrifncal aclM
,1 by iislnir such a fibort arm, and rr
fins les« than UO or 30 ft Iitr at vei
T*rof. Kernol.df >IellK)iirDef£rii(;/^' -
Bf>eriment« at llie I-'r.rih Bridge ?hfi\'vi •hhl h •
' »a Isrue as railway ciirriftKes. hoife-s, or tn
biids "f that Mpon Kiniill surfaLi.-s (if '■uv ur l»i
tat oiiHerraiorief^Hnd iilKothat an inerti.*
pked. may cinise some furins nf anemoti '
llRly exeeediiiL' the uorreet inttieaiion >
'showed that the pre^tHJre f-nrie<l dir"'"'- ■
• early InvenliKntoiv. frciiii the iinie nf Sn
tK]unre of ihe velo ity. Ex peri mem -
|l,(, rr,,Mi 1 1.. 1', i.,ii^« j,p|. liniir Bkrree>l .i ....
\ 's results. The pre'^Knii
1 1' I like an oidinari earrii<
t
bxOK of I w> plaie-l£inWr& r>
irtiv- V «->f the i>ii*.««re ou
(dlalaticr bet wren lU«-«Vi.'.. ,
w
^
WINDMILLS. 495
kli A 1utll<-e work Id whicb (be ares of the opeolugs vtm; SSK
r ureof M0;( of timt upon a tilufe of the
I h-rs atjil coDcs was proven tti be rtiiiiil
• . and that ii|ion nn iicLnK"'><>l P>''Ki» (o
Ih.iij upuii tiu* I'lruimi'^cribinj^ cyllinler. A sphtre w ok Kui>-
gif of 36 <if thai iipnn u thin circiiUr plat« of fijuul iliuiiirlcr.
alcupKUvu ibe same I'CiiuU aa the Hphcrc; whi'ni(>i c<iiicaviiy
the wind the presKure was 1.15 of thni on a flat plate of eqii«l
len a plane siuriace parallel to the diri^lion of the wliul was
■ioto contact with a cylinder or sphere, the pressure on tha
k* aa|[meiited by about 'Mil. owini^ to the lateral escape of the
ted. ^UB it i« possible for the sefurit3' of a tower or chimney
by the erection of n Imiltiint; nearly loni-hinp it on one side.
of Wind Reg^latcred In Storma.- Mr. Frizell has
Wblished record--ol ijreeiiwich OijKeriaiory from 1849 1>« 1860,
at the bitirhest presesiire of wind lie (iudN recorded Is'll lli!<.
there are numeroiii; instances in whirh it wns l^etweeii SOand
It. Prof. Henry say* that on Mount Wa.shlnKtoii. N. H., a ve-
tiles per hour hnn been observed, and at Sew York City 00
and that the hig;hest winds oliserved in 1870 were of TS and 03
respeclively.
lody, U. 8. A., says, In substance, that the New ED^Iand coast
brmB wbich produce a pressure of ao lbs, per ekj. ft. Eiigi-
^.mf. 80, 18811.
WINDtniLIiS.
d Efficiency of WlndmlllK.— Ranklne, 8. E., p. SIR.
rinp: Let Q — volnnie I'f «ir which acts oo the gall, or part
4niu feet per second, v = velocity of the wind' lu feet per
ctionaJ area of the cylinder, or annular cylinder of wind,
the sail, or part of the sail, sweeps in one revolniion. c = a
\ fiiDod by experience; then Q = cv». Ranklne, fi-oni exiHjri-
ren by 8iiieat(ni, and fiiklnj; r to include an allowani.e for
lur a wheel with four sails, proportioned (n the bent manner,
I = weather nnple of the sail at any rii.mnnce from the axis,
the portion of tlie sail ounsidereJ iuuke» witli its plane of
lis aoKle Ki-adoally dindnlsln-K fiorn i he Inner end of the Ball
the velocity of the f^nie purtiou of the sail, and £ = the efll-
Hciency in ibe ratio of the useful work perfonned lo whole
Ktreaiii nt wind actiog on the surface a of the wheel, whicb
V being tbe weight of a cubicfoot of air, Kanktne'a formtila
^=o|^ainSJ-^(l_co,a.4+/)-/)},
*a
ih and / is a coefficient of frlcllau found from Suieaton'l
lankine gives tbe following from UmeAton'g data:
lather-BMgle = T» 19" 19*
llo of speed of Kreatesl elll-
1
4
ciency, for a given weather-
angle, to that of the wind ==2.63 \.e& I.4I
Soieucy =0,24 0.20 0.81
I the following as the best values for the angle ol weather at
res from tlie axis:
Bixtlis of total radius. .1 S 3 4 5 S
ele 18' 19" 18° 16» Vi%'
liS) shows that Smeaton did not term these the IjestangU
) tliey " answer as well as any," possibly any that were in f
me. WuItT says that ihi-y '• cannot in the iiBlvtre ot VW'bVI
gJmhje angrlea." .WiK/zeiitatical consiUerationa, heMk5S,<io<^
bat the nnkle of iiDpiiLntf depends on the re\a.Uve Nd'^\V
. I :. J.— n-^-.^Kiarger asVV^
I s angles do not fultir tlils coDdlUou. "
w
r>oo
A IB.
8. The (Treat cold wliich rcvnilts when air expands npiln-rt
forliidK expaniiive workiuR, wliicli is eqiiivaleilt lo - ' 'I
zaii'in of a high cleKrpe of efficiency hi ihp U!«e of c-.
4. Kiiolion uf the nir in ihe jiipf'S. U-akfi^o. (1e«<l -\
ffi't^il by Ihf. vBlven, InsiinU'ieiie.v of valvtJ-nivB. inriii.r
Kloreiily nlieiiilaiiL-o. niP pII inore or less serious cnnsii"
The tii>t •.'aiiH*' of loss nf woi-li, namely, the heat devul
nion. iseiilhely unavoiilahle. The whole of the iiirohai
the cnriiiirensoViilston i<|M?n(ls upon the air is convert e<1 ll
is dtoiputeil l>y oondui'tloii am) ra<liation, and itH inerhl
work lost. The compressed air, liavliiffapaiii reaclnMl thel
with the surrounding ntmogphere, expands and doe« work ii
intrinsic crioi'Bj-.
The intrinsic eueipy of a lluld is the energy which It h> co
InK a);aiiisl a, piston In chnn^iiif; from a );iven Ktnte as lo tei
ToUnne, to a tntal privation of hent and indertnlte exjwii!i|i>Q
VuliiiiiRN, ]TIe»u PrcNKures per Stroke, Teniperat
ill tlip UperMltuii of AIr-vouipr«itaioii n-oni I A(
aud UU' li'abr. vl'"- Kivhards. .-1j/i. Mad,.. Uiirch M, \tar
<
j
^1
^5
'■5
3 1
= "- ?
cull »
11
s
= 1
d
e
i
i
a.
A al A ' t
or' « ll
a
<
i
1
8
1
>
S
H
1
5
>•;> is"
1
4
I
5
6
7
s
»|- tj
0
0
11
00'
8*1
«.i:"
1
i.fleH
.flStW
.95
.06
.075
71
M « ■
8
1 . lac.
.H803
.01
l.HT
1.91
W.I
BO 7 I
3
l.Wt
.mv<
.K76
a.ra
•i R
ss.w
OS 7.1
1 w^
i
l.WS
.THOl
.01
8.S3
« 67
1*
KW 7.-
5
i.m
r^oj
.«!
4.3
4 5
IlKl
MV, 8
1(1
1 UH
.KKii
.tut
7.IS2
8.27
145
no' Hi
15
-'.(W
.toe
.im
lO.S'ni.M
178
115 »< -^
'! J^H
SO
■1.36
.4437
.&ts
14.t;-.'Mt.4
807
ISO fl
'iT^^H
as
i.1
.8703
.494
14.Bflh7.0l
'.•S4
,... ..
ai
S.Ol
.tJStt
.45.18
1(1. .14 l'.l.4
•jr,-.'
i
'.K>
.i.."lMl
.2957
.43
17.92'v'l.(l
■M
;
to
a. Til
.•J«87t.)i»3
l!».3a;3:t.tW
.SO-,'
in; !■■.
'^T^^H
t."i
I.WJI
.attiv
.s-
20.57hj.'i.Sft
■131
145 10-
:>o
i.lOl
.HT-i
.;!.*i
31.(5Il|i7.3il
M»
1.50 11
Bli
1.741
.S!09
331
M.7Gi.'».ll
.V.7
IrtOll
vi^H
fit)
3. OKI
.iik;m
.sut
a3.7HW.T5
1(7.5
170 IS :
6S
9.4S9
.I»44
.iXIl
81 75';B,S4
«,««
IH0I8 V,
•9^^^l
TO
».7<H
.ITS.-.
1W8
M.07S3.M
405
ll» 18.1*:.
.V. i-^
• M-^
;^
0.102
.1030
.9719
M.ftKse.ar
la)
IXM 14.61
!oteo
"•™
Coliiniii S Klves tlie roluuie of nIr after eotiipression to the |
and afl**r It in cofih**! lo lis Initial temperature. After cninpr
Its h--' • — . -,..; n.. ^,|j this column may he taken to repnt>
of -^.-lioii available for the purpoM fortrb
!)►•.
I ■ ■■ K v<iliime of air more nearly a» tiie i
ileal with It. in any eoiiipreK.<ior the air Will hew 8«.ini«]
ciimprvKslon The slower the ronipre^Kor liin< the
' volume.
liie tnenii elTi-
> stroke of
lltvmperait.i. ..,,.,.,,;.. ,,„,
' to l)« k«pl, itt xV«<« \n cc>iKvmn\cal 1
COMPRESSED AIR.
JOl
I tlip m«"(iii ffTecH»e reHiitanoe to be overcome by tliejiln-
•MvciMjliiiR of the air. Thf actual nirnn vttrv
lit Ii'sstliaii ns given in MiiH coliintii: but fur
: i"t\jiilr*^ft for C(l>ei'utin(^uir-coini)r>-s.snr cylinders
-J ituH uuliiiiiii niny h« taliuii and acerlain percentage iirliled—
fct — and the result will represenl verj- cl<>s>*ly the pt>«er rcqiiirej
ressor.
[pressures given Iwine for coinpresaion (runi one alnuwphere
7 wiU not be correct for computations in L'ani|>nnn(l cotnpreHKluu
Jieriniiiul pressure.
le to Kxresn or Preasure eaiiMcd by Heallne In
inprei»»loil-C'>'Illl«lcr,— It Hit- air ilnrinK riini|irt^-iiin wme
cnnsiaiit lempt-rntun/. tlin coinpression-curve of an iiiilii-at<ir-<lia
en from tbe cs'liniler iviniUi be an Isollierrnal curve, and would fol-
l«vr o( Bofle and Uarrtotte^ yv = a, constant, or p,v, = j>gt'o . or
', pt aod I'o beinf; the pressure and volume at the beginning of
lion, ond PiV, the pressure and volume at the end, or at any Inter-
line. But as tile air is iie^ied dnriug lompressioii the pressure
futei' tlmn I lie volume decreases, cans. ng Ibeworlt required for
I preisure to be liioreaseil. If none of the heat were Bl).sli'B(;tP<l
too or by iujection oC water, the curve of the diagram would be an
curve, with the equation J), = ;io(-p^ Cooling the »irdur-^
■ion. or e-iuipi-esusine it in two cyliinlers, called conipoimding,
tile air a«it passes from oorejlmder tii tlje other, reduces the
f tl)K eipmlioii, and reiUu** the quanlity of work necessary to
1 -toil. t\T. (ittuse (.-l«i. Jfr/r/... Oct. 20, IStl'J), desiMlh.
• • H)pp air C'-«nipre.-i8i)rs in Paris, say P : The greatest
. iTeKsing hi u aiucle cylinder wcus 33 per cent of that
' pK^siiin-. in cards taken from the 'iOlW H.P. ccnnpouiid coni-
nai De I>n rime. I'aris. the saving r ealixed is 85 per cent of the
DOiint. Of ihisamoutit onl,y 8 per cent isi due to cooling dur-
lion, so that the increase of econoniy in the compound com-
»inly due to cooling the air tietweeu ihe two Ktoges of compres-
|preaa!un-.--urve with exponent 1.J3 is Ihe tx'st result that iva*
compression in a sln^'le cylinder mid ccK^IIng with a very fino
li-urve With exponent l.i.'i is that which mu.st be realized in a
ler U3 equal the pi-esent economy of tbe compounii comj)i*es>sor
lOare.
Wer required to Horse-poTrer rcqnirrd to
mnd deliver one
^ot of Free Air p.i
t;i*i;'M ptcs>iiro with no
iiiiiig tiie com-
• ii'Sf-]iowei' re-
uir ti' boumin-
loiinLiiK temperature
the conipiesiou.
rompreas and deliver one
cubic I'oot of CompreAHcd
Air per iiiuiiileat a given pit-i^siire
with iKi L'ooliiig of uie ail during
Ihe coihpieiiSioDi hIw> ilie iKjrse-
potter required, siipposiug ilie air to
he iiiaiDiaivfd ut cotislniii tem|>erB
ture during the conipreKsloii.
Air not
Air constant
(iaiige-
Air nnt
Air cnnstHUt
cooled.
leniperatiM-e.
prcsaure.
cooled.
temperature.
.(ItM
.1)1 HH
.■i
.OiRM
.ooai
.tmi
.o;m
10
.OBiW
.0559
.OOdS
.OS&I
»}
.1163
.y.m
OMO
.OTIS
30
.35T8
.3168
.lOM
.084S
40
.3M2
.8138
.IIUS
.IXMB
SO
.5361
.'1166
.1318
.ioa6
GO
.0818
.5206
.1478
.iiao
TO
.6508
.6456
.!.■»«
.IliB
BO
1.080S
.7700
.)7lO
.litll
90
1.3177
.8979
.1815
.1.318
ItW
1.4171
i.oaoi
I
twer given above Is the iheorellcal power, no allowance belnS
le compressor or other losses, which may amouoLto
tlon
T '
502 AIR.
Table for AdlalMttlc Comprcnatoii or Ezpanal
(Proc. Inst. M.E., Jan. 1881. p. laS.)
Absolute Pressure.
Absolute Temperature.
1 r^
Ratio of
Ratio of
Ratio of
Ratio of
Ratio of
Greater
L«!S8 to
Greater
Lesi to
Qreatef
to Lent,
Greater.
tn I^esR.
«Peater.
to Lent.
iBxpan-
(Oompres-
(Expan-
(Contpres-
(Coinprea
8ion.)
slon.)
iilon.)
filnn.)
oioii.)
1.3
.838
1.0S4
948
1.188
1.4
.rij
1.1(W
.007
1 270
l.«
.625
1.146
.873
1.306
1.8
.556
l.lHti
.843
1. 618
2.0
.500
i.ssa
.818
i.eao
a.3
.■J&l
1.257
.796
1.7M
S.4
.417
1.289
.776
i.mt
2.6
.3R^
1.318
.758
1.971
2.8
.857
1.318
.74*
a.orr
S.O
.:*a
1.375
.727
S.IKS
9.S
.81!?
1.401
.714
a.fflM
3,4
.1MM
l.J'J6
.701
3.381
3.6
.278
1.450
.ceo
3.4K1
a.B
.203
1.478
.679
S.SHO
4.0
.ffiO
1 .495
,609
9.676
4.2
.■J3«
1.516
660
2.770
4.i
.227
1.537
.651
8. MB
4.S
.217
1.557
.642
9.965
t.e
.2(16
1.676
.«3S
8.0M
6.0
.200
l.nOB
.627
8,135
6.0
.107
1.681
.595
ssao
7.0
.US
1.758
.560
3.981
8.0
.136
1.838
.547
4 8^7
9.0
.111
1.8B1
.530
4.7M1
10.0
.100
1.950
.513
5.1SU
i <
Itlran EflrM'tlTP Prennureit for the Comprenolni
of tli<- Strokr when rniii|iri'MsliiK mikI dclj
I'rniti Olio AliiioHpliere to jclTeii (iaue<>-proHna
Kle Cylinder. <K. Htoliiira:'. Am. Mach., iMx. 14. Itsim.t
Qauge- Adiabntic
ItiOttiertDMl
Jompressioii
(iauRe-
Adialiatic
pmBKiire. ConipressioD
prf s.-<Hre. C
ouiprvaaioa
1
.U
.43
45
13^
8
.06
.06
60
15,06
8
1.41
1.4
55
15 98
4
1.86
1.84
60
18.89
S
s.a«
a.ia
OS
17.88
10
4 96
4.14
70
18.7*
^L »
fr.OO
5.77
75
19 54
W^
7.M
1.9
W
aos
9.05
8.40
8.%
SI. a
^"^ so
10. sa
9M
90
92
1 a.'i
11. w
lO.'i^
95
«8.rr
} 40
1* «
11,7
100
ta.n
1 >.' prwiKiirr for c<ii>ipic<«inn onl}- la alw^
y^
l.pess
ur<j for llii' »
'liiile work
1
COMPRESSED AIR.
IB and Terminal Prr*«ure« of Conipreiiii<>d Air a»ei
(spanalvely for Ciauee-prosures ft-oni 60 to 100 Ibx.
iKrauk Richunls, Am. Much , April 13, IKVd.)
till
p.
60.
70.
80.
90.
100. 1
i
sJllJ
= . i
4 L. 3
IJ
c - 5
i i
i il. S
.1.1
n..|!gj'
i i'l'm
^H
E<-?
:^^l
E^t
^.'^■^■.
= <'t
iMi<f
'* an i.
« ^.6 lO.HS
5.
t- i.
H (^
aa 04
He & H 0.
:a.74
/v.or
83.B9 2^.48
14.01 44 19 1,83
«
at. 9 13.7?
34.73
.0
40 «1
a. 44
4IJ.4I!
4 27 .-ana! 8.11
^
*.'.t.J
.!«
3S.4I
3.09
44 IIB
5 a-j
50.96
7..^5
:u.M 9.48
3!l 66
i.a'j
40. IS
4..'58
46.04
6 66
.'ijj.ia
8.95
59 l«
11.23
Ik
a,'). 85
8. a'.
42 oa
n.ai
40.41
7.8ij
5«.a
11.39
62 98
13.89
■
ir.93
S 64
41.99
S.:«)
52.03
11.11
S9.II
13.88
66.16
16.64
1
41.75
10.71
4tf 31
12.01
5C. 9
l."*,*)
64 45
19.11
72.02
22.36
1
45. M IJ.26
M.18
17
61.18
ai 81
69.19
24 r;6
77.21
28.33
1
W.75I ai 53
50.51
39.4
C8.iM
31.97
77.05
36.14
8fl.82; 41 01
t
51.92 -iLbH
eo.«4
28. »5
69.76
.14 01
7S.69
39. Hi
87.61 44.32
M.r.r -/r.oi
158 8.^
.•H.03
71 .99
.HNt*
61.14
44 m
90.321 49.97
30 3D
tl4 2.'.
30 44
7:J .W
4S.49
»i 3
48,9-t
02.22 64.59
15.01
60.05
41. 8R
T5..W
48.35
85.12
W).02
94. 6« 61.69
' iO.'t*
67.5
47. OS
77. a
54 as
86.91
61.09
96 61 08.99
i
.W.|.'>! 47.14
IM)..18
.^5 4a
78 Oa
HS.tll
S8.81
72.
9S.7 80.28
t I .10.461 it.K
59. 2T
70 ill
66 89
89.241 7.'j,r.2
99.17 87.82
» Jif^Ksurps in Mip tnhitt arr all pnitpe-i)i-eK.mii'es euof (ji ILokp iji italics,
JiHri- »l>s,>Itite prcRSiiies (iihovr a VHOiiiiini.
tmUglit-Ilne Atr«K;onipre*iiorB, Inicemoll-Sereeant
Bork-drlll Co.
Length
or
Stroke,
No. of
Hevolii-
tlOIIti
incbes.
minute.
10
175
10
175
IS
160
IS
100
18
luo
12
100
M
155
U
l&S
18
120
18
121)
34
94
St
94
8)
75
30
75
f TtH" xsnie »lj!«?>i HIT? made to hi- drivt'ii by lielt or gearing.
MBora at Hlsll Altitudes.— Cubic feet of compresKed ai|J
i b; iiir«omi>rwuu)r§ at hi^ti altiliiOvH, expruKsed as a pvrcseiitaga Oi
rdeliver*»*l at tni? «**R- level.
iMi« above Sea-
lefel. feel.
I
yittwvtt pfircBUt.. 1 100/ y? I 04 I at I
St«R4«r<l Alr«eoinprcji»oni ilrlvcii ky Meftw.
( Noi-walk Iron Works 0>.)
In Ihe following list the large nir-oylinrler gSrt* the ckp^rliT i4
lilne. For actual capacity, tillowaiice of 10 per c«-ni tnaj be i
(eoutiugencies. Tbe small piston only encountera lli« pr»«urec
[>inpreisBiuii.
u
8 ! «H
B
8
10
Doublo-compoand <'oinpreMior«i.
iNonvalk Imii Work» Co I
Steam-'
VOill
8
m '
*
i»
^'
1.W
i
)«)
3
JIU
a
110
n
W
t
Ml
mountain or Blirb-allltndA Coin|ir«MiorB.
( Norwnlk Iron Works Co. )
All'
(■-
4:jji.;;:i,iiy4.i4,i;ao.;u
iUl.iJ
.s;i5.44
8;1.78 4l>.Bfl 3S.-19
S-^.51 16.4;i
iMfl.osI s^.Q- r,a 2a
Sr.t!-'
•J7.,50
■JTO.-H 1-J4.65 88. VS
5fl.i!8
41. 'ii
373. JO iJl 64| is;. 70
1(10.04
Tli.-.'S
WrJ.iw ■::''.! ir. iii-.'.w
115.08
98.02
B01.-,'> 1.95
101.60
116 33
NTi 1 J. Ml
.84. K
171.78
IS. 00
il 'i
Si. hi
."■* 01
78.0:!
03.rJ3
US 4e
•S, Siiii;!.-; U, !iiij)1l-x.
B^al RcHulta wltli Coiuprefuied Atr.-dmipieased-nit
ttt f/t*' ^li iiUii Mini's, hint itonnltiin, iU /V/i.—TheKH iii{nt>« nr** ihi'tfll
[(III iliw falln wliiHi jHipidy llie pnwer. Tlieri' aic fniir tiiilidii-s
if IfiiXl ti.ii-jk'.piiH'er imd ihrcft nf (tOiJ liniat' jiiinpi- «-m-)i. Tli«i|
lit IW Kalir. EUlOli 1.111'liiiie riiiiH H puii'of coniiiiesMOrt
iH 'i4 inoht>8 ill illnmeler. The jiowcr in npfilie<l ut ili«l
lies, riiiiiiiiig pumps, lioisl,^, etc., and direut in iijclc*^
, mode In IS&^eart^ 1 IW.37 liorse-pnwer at the compiHNHorH. and 390.17
,3\\r'r ri« th*' Sinn f-f th'* liot^e-puwer of the enj^iiieH at the iiiliieSr'^
I K^iii-i'Hti'd wfts rncovered at tiip mines.
it,'f ttnd Ihe lrt>s of i^nei'^y in hf«l, but luH
iMi'ssor.s. (1''. A. I'ocixik, Trims. .A. I. M. K.,
6<uind«*n« (Jour. F. I. ]803> aay s: " Tliere i» not u properly desffOM' _
iLui'i] nir InxtaUtttion in ope-mlion to-day ihM loses over ."ij hy traiw^j
Til** qiKwlioii is nlt'>Kt"ther one of the size of iiipi-; nnd
••nfMiKli. Ihi? fricilrMi iiisK is a «niiili item. The iartesl coiiw
1- plinit in jViii.-rii'n ih timtiit tlie Chapin MinuRiii Miohigiii'^
■'■ .ii»-i1 at yuinneKfC Falls, and liammitted three mil ^
inlcal plniit, but the loss of pressure na shown In ii'
.iid this is the lo»h wlileh may be laid strictly tu ii.ui:
irl.xw lit power iD coiiiniiin practice, whei-e coinpre«s«l airisiiiie<l IS
autliloerr in uiiiies and luiiueK J.I about 70?. I refer/
"n AmcmtaD j)ir-tMmiires:Hfr!i arf iistrl, and where
1 4u- mmiicli t» Iff iln heal of conipreNNfori and il \
mttny iudustries becomes possible, while incaaea where It toi
liHve a uonsiaiiC supply of cold air economy ceases to be • :
flisl im|K)iuinc«.
Tlie following table shows the results of tests of a small rotary (
I for liriviDg^gewtng-niacliines, uni) Indicating about a tentb of k I '
TalAlS OF A ShaIX BOTARY RlSDlNOCB E.NOIXC
Numbers of trials L
luiiial airpresiturc, ll»i. pc-r nq. in •>.. .. M
iDitial tt^nifiprnture, deg. Fahr tJ*
Fl.-lbs. pur sec, ineaMurud ou tbe brake
Ri'volutiuDs per njinute
ConsumplioD of air per 1 borse-pon-er per hour. . . . : .
Tliu following table tdiows the resulm obtained vrilh a oo»
power variable expansive RiedinKer rotary engine. Tlie** irtaL
the best praoiiue Inat lias Iwen ulitained up to ibe prt-swal tinui(
volumes of air were in all cases tnktin at atiitospberii; preaiurv:
Trials np a .ij-HoiisK-roweB RtSDixoER Kotary Enat
Numbers of trials I. II. IILl
Initial pressure of air, lbs. per sq. in M 01) T 8o|
'• temperature of air, deg. Fabr IBS 350
Final " .. T7 (iS
Revnlntlons per tiiinul(> 83S 3Sd Xld
Kt. -lbs. per second, measured on brake.. 371 4T7 3!%i
CuiiHumptlon of air per horse-power per
hour 883 TOJ
Trials made with an old single-cylinder SO-horse- power Fan
gine, inJiuntin^ 7;! liorse -power, fiave a consumption i>f iilr i
iwnveras low as itH cu. ft. per hour. Tlie temperature of «<lli
kiC K., and uf rxliRust W F.
Prof. Klllolt Kiv<-s the followiu(t as typical results of efflciency ttri
systems iif ooinpressors and air-motors : |
Biliiple conipresRor and simple motor, efBciency M
Compound compressor and simple motor. " .. «
" '■ " compoiuid motor, eftlcleucy 11
Triple compressor and triple motor, ■' |l
The eflBciency Is the ratio of llie Intllcnted horse-power In lin- inntM
(leiu to tliH indicated liorst' power in the stram-cylinders of
The prcs.«uri' ntwuined Is (I niino>ipheres altsoliiie, and tb>-
lo lljofle found In Paris over a di.'^lance I'f ■) miles.
tiuuiiuary of liOlrloncIeK of Compreaaed-alr TrauBaUl
at Paris, bctnecii the Central Jiialluia at St, farifi*!
a 10-liurHC-potv<-r notor WorkloK witb t*re««ar4
duced to '!>.■> AtnioNpliercM.
(The lliiiiies lii'low currespouil to ineuu residi.'* of two et|H>iliii<'iiue*l
tHi. Iiimtecl.) 1
1 indic.'iliMl horse-power at central station gives 0.815 IndlcnInI hmti
I ill eoinpre.tsors. ami onrresponds to the compi-eittlou of Stti tniMc IHf
.jwi- lionrfioiu atmospheric pn'.-^sure toSatmot'phenaialjSi.iluie jTli)
[of (his ail ■.'• iiliiMii '.'J piiiui'Is.)
O.fWi If id leafed li'ir.se-piuver !" i-. ,iniiri'i.,<ntu ilpllrers as nM*-^'* "" **'
[O.W Indlonled hiirw-imwcr it iin after It i
T pi'rntine lo th>" iioiniiii tein;- *.
I Tlie full of pressure in mull. ,•. -i :.., slailon so <
Imetri-i') wdiices llie poKsiblldy of work from O.yi to 0.8l
fjHtwer,
Till" riMMIi*'!' full ttT ltr^"^--Hr(> thri.tn'Ii f lio nvlni-iiif fnl v.- f
iijie it eiiu-rs Uie iiiului lu m
' 1 the mofur Is ho« ever, incri-
! tkU Is, l\leretoT^, ,rii.= V »k
WiWt
COMPRESSED AIK.
kdditloual beafr Ib supplied by tbe comlnisKon of about. O.30
»r lndicii(«d hrti's^power pfr hour, auil if this be takeu lut<>
lii()icnt«(l cffliieiicj uf the whole process becomi-s UA'
H work •tiM'iil 111 driving the ingtor ItBelf reduces
I 0111 0.«9 to iliii.
■h- ni.rk spi^nt in driving the motor Itself reduce
I. >J to 0,1 1.
IS as ft>llii«s ;
- (.1 nj -!- 0 SIS = P.fii.
11 llirouKh mains O.Sl -«-O.Ba = 0.90.
.Irtf 0.5I>-:- 11.51 = O.W».
ifbui<.-uc> of thw mains Riid lelnciHi: viilrx |u>tvvr>i>n Rand
is tlius 0.B8 y ().&^ = 0 90. If tin- it-diictlon ha<i hwn in 4.
eres. the cori-egpondiiic efHcleiiulea would have ti«»fn <i OT.
ticUvely.
(Bcy of motor 0 .39 h- 0..W = O.TH.
ifiicy of whole procep* with fold nir 0.39. Apparent Imlt-
t whole pro<:es^ with licntiil air O.Si. ' ~
>Bflci«;no.T of whnle proces-s with heatt^l (ilrO.47.
riencj" of motor, cold. 0.8T.
riency of motor, hot. D.HI.
iiipressed a'.r in fans is used for drivins motors, hut the
Be is of the most vari^-d kind. A list of motors driveu from
on shows *i3 iiistallaiiiiiis. neiiily all niotm-s working at
»er to 50 liorse-iiower, und the i^reat iiiiijoi ity of them more
»ay from tlie slalion. The new station iit Qimi do In Uari*
an the one at St. Kaigt-'au. F.xpfi-iiiu'iits on the Hiedier
kt Paris, made in Decenibyr. 1891, to dclernilue the raiio
^ted work done by the air-pistoDH and the indicated u orlc
idera, showed a ratio of rt.Hli97. Thecoinpri-ssorsaredriveu
>ansion Corliss eiiKln'^j or 2000 hoisi-puwer each,
■ted by 4:i>uipre»Beil Alr.~The Lou Age. March 3,
! shops or the WiKnjit.'i.Swiuli and Signal (.'o. East .Si. Louis,
A of which are operated tiy coinpres?ie<l air, each of the
tit8 own nir enKinc. and the smnlliM- tools beiiip belled
b by au air euKinu. Power in supplied by a cuitipound
|B5 horse-power. The air engines arc of the Kriebel
pb N horse. powpr
Otttal TranHinlMHion.— .\ iiapcr by A. Falkenaii,
'liiliid>-lpliiii. April ]f'JI, eniilled lhe"FirKt United t^tiiteii
Syatmii,"' >fives:i d'-scription of tlie«ysteiii used in Xjomlon
lat reccni-ly introduced in Philadetpiiia lielwe«.rn the fimin
, Kuhfiiatio'n. In London the liibe:^ are J^ and 3 inch lead
.t-lron pIpi-B for protection. The carrier.^ used in a^-liich
r, the remnlQinp <j>ace beint; taken up bv
ird ("innly. First, vneiinni ulnne was used;
111'. The tuiies used in Ihi* C "onliiiental cities
riiiij;lii iron, tiie PHria tubes beinj; S^a inches diiimeter.
•ns are de-ipatched In trains of sii to ten, propelled by a
rlelphia the size of tube adopted Ia tit.^ inche.s, the tubes
m l>ored to !<iEe. The lenRths of the miti-oiiiir and return
K each. The pre8!;iire at the main station is 7 lbs., at the
„ and 01 the end of the return pipe atliiospherlc pressure,
has two alreylludem 18 x H In. Eaeh carrier holds about
100 to 150 are taken as an averaee, Ki^ht carriers niny he
uiiiut«^. eiviuR a delivery of 4H.iK>0 to 7-J,(KK) letters per hour.
I tru!ismis-ion i..; iiliout .'>7 iit>C'nid<.
CoinpresKed«alr Tramway at Brrue,
iuy'O -Vor*, April JU, IH'.IM ) — The Mekarskl Hysteiu has
'Bnie, Switzerland, on a line about t«vo miles lonj;. with
tond •'j.**. A Kpecisl feBture nf the MekarskI sy^lera !•
, to niuiiilnin ii at a conslaiu leniperalure, by pngglnK
_id waler at SIW K. The nir thus becoines saturated
Mbnmiuently partly condeiiseB. its latent heat bein
Bdin;r Hir. The presnure iu the ear resorv
•Mitt^ like an ordliMrj- steam trftmwwy
43
AIR.
would be useless to make the vaoe« of the tan of a ereaif
Inlet of>eniiig can freely supply. Ontheproj'
of thr vnnf and the dianH'ter of the Inlet t>|
pf>riam points, tI/,., quantity and iltnsily ot
In thf H-inirh hladii the tip lia? r velcMJity i (J ijimn
heel; and, liy the laws of centrifugal fdree, ilie iiir will
(imr»s prentcrat the tip of the blade* than thai nt Ilif It^-*-
enter ou tin- heel w itb a density higher than that •
ill) passat;e alonf; the vane it hecoinen eoinprj'
centrifuKal fon»e, Tlie grt^aLer the l^n^lh nf Ih*' ■
the diffeii'iici' of the centrifiinnl force between th<' hetd
lilaile; irunseqiientlv the prvnirr the deiisity of the air.
RHastmitiK troin tlietie experiments, Mr. Buckle reoomiiienii' I i
I'lvnoe ihe following jiropoitioii« for the cnnstructioii •■( i
1. Let the width of the VHne« he one fourth of the .h
dlainet<-r of the inlet openiiigx in the sides of Ihi^ fanrhi
diainelei' of the fan: H. ].,('( the length of the vaneii he o'le loui
ilianieter of the fan.
In adopting this mode of eonstrucllon, the area ofihe IntetJ
the Kiiles of the fan-eliej*t will he the saiDd as Ihe eirxrumfer
of Ihe bl'ide, niiiltiplied hy its width; or the same ate»l
ileserllieil by the heel of the l>lade.
Beat Proportion* of Fan*. <Buckle.)
ll'aiCBSl'RlC FSOU 3 OtLSCES TO 6 OITKCES t>Kn IHII'AUB rSCBi
TO 10.1 iircHKB or Water.
I>lametor
Tutes.
Width.
Lenirth.
ft. ins.
0 a
0 lOii
1 0
ft. lo«.
D 0
i 0
4 0
ft. his.
0 I)
Diameter
of Inlet
Open-
ings.
ft. ins.
1 fi
1 V
•2 0
Diameter
of Fan.
ft. Ills.
rKKsscBB rnoM fi oiiscies to 0 ofNrtF.K pkr a<jt'*Bc mm, M
oa MA iM'HEs TO IS.ti iNeiies of WATim. ^
.1 0 I 0 T 10
3 n 0 (lU 1 lU
4 0 0 S^ 1 3)1
1 «
1 a
1 6
4 e
•■> (1
6 0
1 »
il
The dimensions of thr" above tablen nr(> ni'i i
lull as Bijproxinialiuiis oljlained from Ihe i" ■
Kxpenineiits werunlso made with referei" -
Ihe liaiiKit or outlet i>l|ie. By a Nllde tlie widtii oi i
was »iii1e.l from 12 to i inehtn<. The ohjeet r.f ili
openlliff 111 the qiini'tity of air required, and Ihe
neoe'i'uiiy lo diivH Ihe fnn. It was found that the
provide*! W(^ piodiice snfflcieut blast, the less noi
fun; and by mnliinir tlie lopv nf this openinir level
the eoluuo'i of air ha* little ..r no renetioii on ilie '
Tbo mimlH-r of blades ninv he •tor 6, The ens.-
an rtHilttTe'lii-iil ?iptT-nl, vtdeeincr the Kpnce betwtH.;.
be-' ' ' ■ ' r .111 (lie oriKin til tile op.
■ from experiment* are .
'■ ..^':
I lean Ml iihnielieal spiral to !h« exieo
1
FAKS XSV BLOWEHS. 5
Chan the velocitF du« to tbe air at tli« prowure required, uy
> fans inoiinled on one sliaft/ would be more useful limn
Lich au ai'rauBement tuice llie ar<a of inlet oi>«Dtiigl
' <i with a KitiKlB \\'i<le fan. Such an arrani^eiiiptil, m ^
cainonally half the full quantity of air la required,
put out i>f Ki'iir, thus savlni? jjowei'.
(•sure duo to Velocity of tlie P«n*Madea.— " My increa
! iiunil>er uf rovolutious o£ iha fan iIih ht-ad or prrssuri- is iucreftse
• be>OK that tlie total liead prixlufci if equal <in centrifugal fanH) i
the height due to the velocity of the exiremitleB of the bUdes, f
- «[)proximat»slyiii procticu" (W. P. Trowbridge, Traos. A. S. M. !
5.1 Thts law Is analogous to that of Itie pressure of a jet strl !{!»«■ a
•urface. T. Hawksley. Proc. lost. M. E.. 1682, vol. Irix.. says: "Tim
nv of a fluid striking a plane surface perpendicularly mid thcti cseap-
rl^bl. angled to il« mlginal path ia that due to twice tbe helg^lit h due
ileeitv."
. .i.„....^.„;r,n of thia question, abowfne that it is (in error to take tli
lal to a ufiluniu of air of th« height li = v' -i- Sg, see Wolff
,a , n. ■• From the experiments it further apjjears that the velocfM
, ol the fan Is equal to nine tenths of the velocity a hmly woiilH
ifollitiK the heiitht of a homoKcncouH coluiuu of air equivalent tn
I). K t'lark (R. T. & D . p. Wl), puraphnifintr Bufkle, appur
' It further appears llial the pressure ireDerate<l a*^ the cireufn
Ipoe ninth Rreater thaji that which Is due to the ueliial circiinifer'
' 3ty 3f the fan.'' The two Btatementa, Ui.iwever, are not "
J for If I- = 0.0 t '^7?, H = , ^,*'' „ = 1-384 .r ind not 1) .'''. i
ke the pr<*Kure as that equal to a head or column of air of twltj.^
tdue the velocitv, UK isc<iriectly sLnled by Tn'iwbriflKe the iiani.5
enietits of Bi'ickle utid Olarlc— vhitb would iodicau! thai tbj
U ifTealev than the theoretical— are explained, and liie
and
1
^boooinm H = M7
•J
1.278 t iiH = 0.9 fSyff, in which //
Ikrarf of a column producing the presstire, which is equal to twice t!
IMical lie«d due the velocity of a fallUi^ tiody (or h = '^), rnuitipl
fctc-*fflcicnt .017. The dlfti-reure between 1 and this coi-fflcient
!■» till- loss of pressure due to friction, to the fact that the Inner p<ii_^
• of the blade hav e a smaller velocity than the outer edire, and proba\Af>
fber causes The coellluient l.'-JTS means that 'he tip or the Iilade must
ttt. a ve|f>c1ty 1.^*1 timea that fheoreticallj reqiiired to produce the
Jfl.
» eonvprt the head H expresHcd in feet to pressm-n tn Ite. per «i. In.
llpiT It bv the weijrht of a cubic foot of air at the pressure and tempcni-
, „f Ml.. .,ir ►•xpelJad from the fan cabout .l« lb. unuuliyj and divije by
iliis Ijy 16 to obtain pressure iu ounces per sq. in. or hv 2 tM'i
■i of mercury, or by 'JT 71 to obtain prnssiire in Incliea of
TiildnfC <* as tbe weiBht of a cubic foot of uir,
r
p Jbs. iwrnq, in. = ,000<J106tii' :
p, wmcen per sq. In. = .00017()«t»;
)», inches of mercury = .<K»(W189u';
p, inches of water ^ .000ilt64i'':
• = 810 I p nearly;
= HO I ;>^ "
- SWO I p, "
= fio >>>, "
IP
^Bv = vrfocity of lips of Idades In feet per second.
^Bthe above formula by the experiment of Bucklu with tbe vad
■mlonK. mujted above, we Uave p = .OOWICWOl'" = 9..'i(i oz. The r
Brot irn ve () 1 OZ-
■Uny; tf liy the ex|>criment of H I. Snell, Riven bwlow. In which tS
FIf'" 1 \va.<s about ISO ft. |iei' second, we obtain .'iW5 oimo(
Di- I (fn\'e from 'J.SS to 3 ,'i» oiinoes accordinir to the amount
. irue. Ttie numerical ioel11i"ienti» of the ulvive Vovn\\i\iB
I uii nin'Wle'n statrmeot tbai the veloi iiy of the lips ot V\ve ta
' reorng of the rplocfty a body nould aocitiire '
s.«o
4.IM
^
6.UW
7.8Te
1.
»,u^
t
9,ir.3
3.
n.sn
a
is.roi
7.
I
Mr. Snell b&» not fouDd hdv practfcol difference betireeB tbe <
ot hlowers with curved l la<JiHi aud tbow with filruiicbt radial one*
letom tb«(e (ncppJinwiits sms Mr. Snell, it appears tbat we oiaj «zf<
f oei»e bark (i5< to T.'i'S of thi- powrr eip<»nde<l, uud no morv.
Tbe erirrtt auunirii of poi-. er oftf n u^ed lo run a fan Is not dtM to tt
llf«U, bur. Ui the iiiptbod of Beleciine, erectiDt^, and plploi; ll. ,
(tor iijiinion's (.11 tbe relacive iiieritji of faus and iK>s|iiw rvitAnrMs
aw discus,siiin of Mr Sr.eirs pdjier. Trans A S. M K
Cottipamllvc Efll<>Ienry or Fanaand ¥••
(H. JI. lli>«c. Triiii.>i A. l.M. 10.. x. 4W >— hxiwriii..'!
(Bak«<rj hlnwere u nrkintr nt iiiniU'rBlelj" lo«" prp- -
that tliey work inoru efflcionlly at i\ utTrn pi-
VDliinips (J <"., wlic'ii workiiip nt^arly up lo llu i
wliPn ilfliverlnic comparatively titiiall vr)liiiin»s
utioim ill the tjiiaiitity and ptf-^ure if bInKt r. ■
Iiik1"*m(^ HftU'ieiicy n-oithl beohtuiiiiHl by having .-
■li'iriiiK tixMi) up to tbeir full capHcily, and nr».-i
by ftlliMiiiiT ibe uiiiulKT of blnwi'pt ill work, ii
vi'ry Inrge blowers niiJ n?KUlatiiiK tbe aio'-nnt .
blowers.
Thi^re apiwam to be Utile dUTerMice betwwin tbB rftlcienry i^faaa i
Uakef liliiwrrii nht^n each work* iimltr f,'iToralil« o»nillt|.>n« ■• ri
) qiiundiy of work, and wlwii each i^
l-or a I'iveii speed of fan, any din
' I'rt'iLM'N tlie t'of^Hitniptloit of ptM\<*t .:
I >'( llie hlHMt. ; bill It incirotws thr i'rii.r.ii
f r a iflvrii pnwfnire of lilu>t. Wberi i
Iroriiinl wiz** for nuv ;'lvt«ii fun. Iw
dlKlii
■ler.
I e xiiEp of Ihf tJaal-OClM
iin»' Tfnif rnlx^uith^Wl
.<• unit M t
n-diicfrti
.Inv
PfM ill J
lurnt of fuiif bavi> br«n due to too loir cptwJ. to («•
I't-r fa>t<*<\V«iK o1 V>rUv<^T <o the bvlla bving ummM|
plea ot the nt»c\iViit,
I
FANS AND BLOWERS.
it tg probably eBfentlal to bigh efflt-lency tn pr
1 resicb int least if the fans nre of ilifTfreut sla
I of positire blowrrK may deliver Into Ihe ]>am|
i I'lHcieuoy.
Capacity or Fans and Blo^'erM.
Dliowing tables sbon- ilie (;iiutaiite<^ alr-nip^ly ami nlr-removal
forms of blowers nii«l i-xluuist fuDs. 'i'lie tJKuretf civeu are oflelli
d In pracllc>>, especially wlieu llit< lilowerK and fci.iis are driven aT,
■peeda tbon staled. The iiillnK». partiotilnrly of the bkiwers, are '
hose (reiiernlly given in catnlogu^'H, hut ll wnK ibe deklre to present
Harvstire aod assured practice, (A. K. Wnlfl on Ventilation. )
rr OT AlB aUFPUED TO BUIIJIISOB BX BLOWBRa OF VARIOUS SlBSa.
Ordlf'ary
aeo
«75
£30
soo
Uoi'se-
Capactiy
cu. ft.
newer P*"" '"'"■
Blower P'"<^'*S'»f
per wj. ill
9.4
18.5
18.4
24
10.6!i5
IV.OOO
SSfllH
4U',700
4U.iKiO
Diam-
eter of
WlieH
in feet.
10
ia
11
15
Ordinary
Hors«.
Number
power
of Revs.
to Drive
per juln.
Blower.
175
99
lao
85.8
130
49 6
no
m
too
i 1
Capacity
cu, ft.
per niin.
a^aliti^t ftj
PresHurel
of 1 oiincal
|)er ft(|. Ill,
56,800
:o,Hto
l(W,Ol*)
i3»,ajo
160.000
■teal
jtance exceeds tlie preivtuiH of one uiince per eqnare inch, of
the capacity of ihe lilower will bp co'TespotHlltitrly lUcit-nsed,
jreased, and allowance for ihi-t must be niRde when llie dlslrih-
ere aniall, of execssive length, and contain many coiitractious
I
IT or Aia MOTBD BT xn Approtkd Form or Exhiust Fav, tbb.
kjr Dtacmjtttoma DiaECTLV fkok boou into the atmospbere. J
Ordinary
Kuraber
or Revs.
per min.
Dinni-
eterof
Wlieel
in feet.
o.so
0.75
1,00
S.50
5.000
8.000
l-J.OOO
so.ooo
4.0
6.0
6.0
7.0
Ordinary
Nmiiber
of Revs,
per min.
HopKe- 1
power
to Drive
Fan.
475
8B0
800
!290
a.M)
4,50
7.00
9.00
Capacity
In en. ft,
per nvlo.
88.000
Bo.oeo
8U,<X)0
Dacity of exhaust fans here stated, and ilm horee-nower to drive
^ f,,,- frr-e •"xliAiist rrnm room int u annnKpliere. The capaiihv de-
• ••power Increases materially an the resistunce, i esultin^
• ■Hte and bonds of ductfi. enters as a fnctor. The ^lllTeP- I
■e two tabiM in ilie main caiiKe of varintion in the rft-J
, • fan refen-ed to in the second table cniild not tm usedj
wjce as uue ounce per square ineb, the rated le^^lstaoc
518
AIR.
CENTRIFUGAK. FANS.
Preasures, Teloclties, Volame of Air, Hot
Required, etc. (B. F. bturtfvaut L'o.j
I, S 5 fe aj o
3% j: * 2 u
I
S
8
4
6
6
7
8
9
10
11
la
18
14
15
IB
17
18
le
ao
3584.80
3557.(10
44«'.0O
6175.00
7338.84
9000 iS
10421.58
11876.00
12817.08
188TS.7S!
14861.16
15706.00
10083.51
17533.50
18350 34
19138.36
10900.68
!»640 48
31360.00
33060.80
22745.40
38415.00
S4070.80
17.944
35.400
31.1'J4
35.93
50. g«
63.54
73.. 37
81.08
8D.0I
0fl.S4
103.30
100.69
115. S6
121.76
127.43
133.00
138. iX)
143.34
148.33
ijvs.ae
157.96
163 00
167.10
u ». «
CO *
« 2 r =
25 = e
= • t -? f -; . Si
eo-o ^---^ T"
ST- 6iB a '
- » c rtj; .
< J 5 - 2 ;
^:S Oi t"
J * c c t -
0.001 3ai
0.003403
0.OO5659
0.0096
0.0378
0.0513
0.0T89
0.1100
0.1466
0.1839
0.2361
0.9693
0.3160
0.3653
0.4170
0.471 !J
0.5277
0.5864
0.0473
0.:i03
0.7T54
0.8430
0 SUB
14603.76
TSSS 70
4880.11
86«<.a»
18SS.00
1233.30
910.37
7a3.Sfl
611 10
533.81
458 48
407.43
360.09
.133.40
306.56
883.06
XI .91
244.44
339.17
315.77
aw, 71
im.oe
183.83
:
•Always give th«s winJ a good wiile op^niDg into Uie fur
we by thin table bow much more wind can be dlacbar^nl wlik^
low iupKsurt- thmi nt liiRh.
Ttii.>s tnlile stiott« Llie KTPttt adTantaee of large tiiyor**, laf;
blower, and sli'W specil »lien «he nature of tht" work will jmIh
t Number of rorg«« driven with 1.3 H. P. with Startev«ii( 1
Caiiliion lu Reeard to Use of Pan mod Rloivfl
Miinj •'iiKiuf I ra rep'irt ihat man u far- 'r"- -»i.i...
of ihrlr fans And uniltrj-wiinuilo ibv 1
In simii- caiU'a the coniplaintx may I
•od cruoke^l pipes, fUipiiiDg of belts, iio i,. > ..^...^
F
■ CENTRIFUGAL
FANS.
519
Pana, and Steam-collii combined for the
r Synem of Ileatlne> <UulTalo ]<orKe Co.)
[
c £ a>
^ d a
2 EC .CO
llll
3
If--
J4
B
itii
1---
gas
|x<S
8,740
1,300
49 >c ^
3,1
1,000
13
11,000
1,525
fit X 45
4
1,200
IS
J5.*0
i,n»
sa X SO
4.5
1,01)0
i»
1D.90O
8,a)0
5i! X ao
«
2.000
25
SK.yoo
2,4fi0
so X 74
i'.soo
30
88,500
2,700
02 X 84
9.1
.\ooo
85
99,300
S,300
eo X 94
11
.<i,liOO
*i
40.»1
8.900
79 X 104
13.5
4,000
48
B7.;90
4.S0O
Ki X 111
15
4,500
M
81, IM
^,auo
87 X m
SO
5.000
62
10l;!9Q
6,0U0
92 X J48
aa
0,000
K
It steel PreaHnro-bioiver, applied to
Cupola Furnaceii.
8I0O
1816
5
(,
7
8
10
li!
14
14
16
16
at
II
O.f)
1
1.6
3
r..i
16.
22
as!
48.
Power Saved by Redncine
the Speed and Pressure of
Blast.
[C
»4&
aooo
S900
a.'iso
2380
moo
S O.Ff^lOO
8 1
7 a.
8 I 4.
10
12 13.
12 16
IMi} , 14 28 4 1800
17W I 14 SO.nifiOO
6 J750
J7C0
aao
2150
lOUU
.4 *
0.6
1.1
8.
a.8
S3
9.4
12.7
».S
81.7
ich of blosi is sufficient for one forge-flre, or 00 stiuare
^ila fiirnac^s,
lit rt-giilatt-d «o as to give the pressure of blast slated lu
I incli.
ri- inches of blast " refers to the area of a proper fOiapfid
linrKiDK iilast into the open air.
ipai-iljr |ier liour In pounds of iron is made up from nn
n a few of llic b«8t cupolas found, and Ik reliablei in cii»ea
■ ai-e well consinieied aud driven with the (treatest force
Ltie t.al>le.
steel pregaure-blower a» applied to forKe-flrea, and for
ler patterns of blowers aud exIiausterH, see catalogue of
Co.
hooDoemiBg Cupolas, see Foundry Fraottce.)
Blaat-plpca for Preaaiireablowera for Cupola
nacea and Foreea. (B. K. Sturtevunt Co.)
able luu been constructed on this baRiH, tiauif Iv : A"
) of ^ oz. in Ui« pracfssiif Iraasni jsxion tlirougu ar
S) a« a atandArd. tin' Increanpd rriction due to \ei
oowpaitated tor by an en/argeriieni of the pipe
to keep Ihe loss Btlll ftt iioz. The qiinntlil'"' ''■■■- •- •'
of each division IntHeoie tbe cjipacily of :
under prt'ssiires of i. S, I'J, and IIJ o»i Tin:
cubic fl. of ulr, at b (-z |>ressiire. tliroiiKli ." 1....1 i.
of )^S 01 jiresBure. If ii i« desired to force liieairJWOtt.
Joss oy friction, the pipe mast be eulargetl to ITJ-i in. iK
Blawib No. 1.
1^^
860
GI5
635
740
Loogtha of DliU!t-pipe In Feet,
50 100 130 iiUO SOO
Diameter in tocbes.
^ US
ill
HI SI
^
fi
9
i
BliOWiiB Ko. 3.
504
7«l
]03«
S»6
9
V.4
^4
11
11«
Bt/>WER No. 3.
ISO
lOSO
i?ro
14«0
9
mi
1£
9^i
n
ii«
12H
BLo^nn No. 4.
looe
1443
17TS
90T3
low
"J?
in«
im
Blover No. 9.
BuiwKii Ko. •
1878
2C78
»tOS
ad48
Leogtbg of BU^
H) 100 iflj
Diameter sn
109^
13U
1<«
ill
Blowu No. T
8708
■1573
sitiie
12
I3»
13?<)
iSTi
^^^l
IT*
lU
.^
Bunrm
3318
I3L1
i.iu
4738
S843
1^
lOH
flsus
m
aolj
Burwxa j
48S0
<»J>iO
76-JO
(«H0
14« I 17 »••« i
17 -•
BU'wn Ko.:
CENTRIFUGAL FANS.
521
jtl VenCllatora for mines.- Of dlfTrivbt appliiinoen for
nes vurious forms of ceiitrlfiical mafhinesliiivitijtj'ioveil ilieir
l»e now :.laiost compleWly replaoe.) all oihori. Most if not all
llnPS In UHe in this country are of tbiscUisK. lu'lnjji'lllier ojien-
1JD8, or closed, with ohmmey nod spiral casiui;. of a more i>r less
it«il typp The tijforv (if siiob uiiichiues bus bi-fu (leiiion?lrttted
el Murjtiie iu " Theories and Pructic«i of fentrifuKul Veulilotluif
iransluced by A. L Stevenson, nnd is (lisciijuseU iu a paper by E.
•is. Trans. A. I IL E. xx. 03V. From this paper the following for-
I In eq. ft. of an orifice In n tlilii plate, of such area that its re-
taoce to the paf-sa^e of a given quautity of air eqiiulti the
Bitftoncu of tbe iiiiii«;
I in a thin iiluli! of euch area that its pesistaDce to the pas-
„j of a iriveu <iu;iritily of air etivuits ttiat of the machine;
jtitv of air (lati^iiitr in (•ulnc feei per minute;
city of air passiOK through u m feet |XT set-'ond;
r»it"y of oir pnssiiis through •! in feet per seoond;
e«d iu feet ulr eoluiuu to produce velocity V;
leAd in feet aircoluuin tu prixluce velocity Vg.
Q — o.eear; v = i ^: q = aesa fi^;
d := ^ = equivalent orlflce of mine;
O.IU V^l
water-S'auge in inched uud quantity In thouaand!! of feet ]}er
c
\'W,f.i.
\
— M / V — — raiiWalent orJOce of mftchine.
l,l»'/lBUi/
>reticBl depres.«lou whioli con be produced by any centrifugal ven-
iniiiiiM tb»t dite to its tangential speed. The formula
tf =
Z!
«!7'
ri* th«» •»<i«*ntlal Rpeed. Fthe vplocity of exit of tire air from the
.»■ ■ '-'-i 1ms, anrl H (he depregsion meaaureil In feet of Alr-
■ n for the theoreiicnl depression which ean be pro-
: ventilator; this renches a nmxinuim when the air
,t Br>t-t-(l, ihal Ik. r = 0. and U - T* -*- 'i<l.
lepieawioii vrhk'hi'ati iie prochice<l by any nncovere<l
ill- hi-lkrhi due to lis tnDKeiit;»il speed, and one tinlf-
■II ijin ur |,ioduced liy a covered veniilaior with expanding
aa th« condition of th» mine remains constant:
lume produced by any ventilator varies directly as the spe«d of •
irwuir.n produced by any Tentilator varies as the square of the
iiisrential speed with decreased resistance the quantity of
I 111' (i>-preKslon dlnilnf.sht'S.
iljlf "liovtr. ft few results, selected from Mr. Norri='s paper,
.f ofllLiency which may be expected under dlfTerent olr-
-ills of these aod other tluiB, with diagrams of the results
r \u\z i-iaper.
AIR.
Experiments on Mlne-'rentlUUlnic Fans.
O-
1 —
5 D
M*
■s^
loT
ri
-'1
£■=
c«
St
h^
^*
5"
S4
6517
236,684
100
oesa
336, Bea
111
8B7S
347,888
lai
7727
394,100
lOO
e-isn
ie«,88a
130
6167
874,876
B9
3708
80,58?
BS
A.JIM
82,i)69
«>
ai40
4»,6i;
70
0499
137.700
50
2749
147,i;32
e»
«m
205.701
K
6'J78
200,600
aoo
7540
rj3,ie8
£00
7540
180,809
aoo
7510
209,15(1
10
T6S
88, sea
80
1B70
57, ISO
88
19BS
e«,6jo
ao
2355
73,080
a&
2747
94. two
40
aiAO
] IS, 000
60
3ftJ5
isa.700
»
4710
173,600
70
54a5
i'03,280
so
B'fflO
228,820
c q
S818
33BS
SISO
SS04
1889
8114
1010
1000
rj40
1825
2844
2082
3 1 SI
904
104S
S890
885(1
3665
il36
S«H.S
s«oo
3654
S893
29(M
2779
8t.H0
aoio
3040
isao
isai
1520
i!iao
80»B
anao
15-J3
15*3
ISiS
7+6
740
746
3033
atNS
S02S
aois
80-^3
3022
9m
SOiiJ
3023
fii
~r°
%
5i^
Ss
¥-0
ii -.1
a, s
3S^
&:
o***
42M
l.HO
5^03
a. 50
5003
8 90
5100
8.U0
30O7
1.40
3366
s.no
1610
1.20
1503
a. 15
1580
0.87
2ri07
2.55
5356
O.-iO
5151
1.00
B*i7a
2.15
1767
3.35
atss
3 05
2774
2.80
SSBO
0,10
SSST
0.20
S3B9
0.29
S103
0.4O
&4:ffi
0.5O
»,wr
0.70
8381
0.90
8886
1.35
8718
1.80
S540
S.86
1^ M ■
e u
It
!1
IT
e
8
67.13i
13a. 70
175.17
223.. W
41. or
ft6.63
11.27
27. 8C
6.8»>
.W 35
11.00
83.43
101. .W
70. -W
86.80
92.51)
0.451
1.80|
2.90;
4.60
7.40
12.30
16.80
36,90
57.70
78.90,
8n. )« t.'i B
4&9870.MI
120.64 w.ir
102.79 «8.
129.07 67.
150.* 61.
l.SOISS.
3.70 41.
CIO w.
Tjp* of Fan. Diam.
A. OiiibQl, douljle 20 ft.
B. Same, oulj' lefthand running. 20
O. Gulbal ao
D. Guibal «S
E. OulbBl. double iTii
V. Capeir 1«
Q. Qujbal 85
Width. No. Inlets. DiuB.
«
«
8
4
10
8
An ezanajnatlon of the detafled results of each test in Mr. Nd
sbuves a mass of contradictions from nhich it is exceedingly dtfflo
any satlafactory cnDcJusiODS. The follriwing, he states, appear \
or lesB warruntwl bv MO-me of the flRures ;
1. luJiHfncf of the Conditi'm of tlif Aiitpnyt on the Fan.-
varrinK tjquivalent oriflceg give aJr per 100 feet periphery-o
-nitkln limits as foUows, the quaotitj depending on the
mine :
Equivalent
Orlflce.
Under 80 ro. f
SOiaSO
80 to 40
40 to SO
fiOtoOO
Cu. Ft. Air per
I (10 ft. PeripbeJT-
speea.
. 1100 to 1700
1300 to 1800
l.WO to2500
2800 to 8500
2700 to 4800
Aver-
age.
1300
1600
2100
2700
3300
Eqnivalent
Orlflce.
60to 70
TOto 80
80to 90
90 to 100
100 to 114
Tbe InAiieBcei of the mine tvn Ihe ^-tRcVems? ol VXm tvxi 4,<w^iKit _
rery clear. £igbt fans, willi equivaXeuX orttewk Qs«t ^ w^jbr
Cu. Ft
100 ft. t'eriphery-
speeo.
aaooto5]oo
4000 to 4700
soootosao^
B200to4^H
1
CBNTRIPUOAL FANS. 523
^W< ; four, with sninller equivtlent mine-oriflc6s. Rive about
■| ; wliile, on the conlrai-y , six fan«. with equivalent oriBoe* of
set. give lower enicieucies, as do Ceu faiiii, all drawinf; from
kequivaleot oriSces.
■'" — , on ibe whole, ioTKe airways tend to atsiat somewhat
jlency.
'flke Piameirr of thf Fan.— This seems to be practicaUv' nil,
UK Of lartre fans being la their j^reater width and tlie lower
fot the eBgines.
f the Wiiith of u Fan. — This appears to bo nnall as reearda
.the machine ; but the wider lans are, as n rule, Fxhaustlaf;
' Sliapf. of BJdrffji.— This appears, within reasonable limits,
^' iii7. Thus, six faas with tips of bla<lt<s curved forward,
(flat blades, and one with blades cun'e<l twck to a tanfpent
bfereuce, all RiTe very high cSBciencicn- over VOjt.
m the Slinpr of the Spiinl rns/MJj -This appears to b« con-
■ shapes of spiral cosing lu use (all iulo two dasaes, the nrsl
ITKe spiral, liei;la[iiu« at or a«ar the point of cut off, and the
kr casiuK reaching around three quarters of the circumrereaoe
B a short spiral reaching to the evasfe cbimDey.
Ube ^rst fortu of casi^ appear to give tn aliuost every case
pre a spiral belonging to the first claas, but very much con-
bly medium efflcieacies. It seems probable that the proper
f-eaeing would lie one of such form f nat the air between each
Bonld eonHtantly and freely dischnrtfe iuto the space between
■tng, the whole being Bwe(it along to ihe nv(«>cairoijey. This
Tn spiral beKin'iin^ near the point of cut-off, enlarKinj; by
kiaiDg mcreiuents to allow for the tUowinK of the air cautied by
Wnat the casing, and reaching the cbimuey tvllh an area such
Bid make its exit with its then existing cjwed— somewhat less
pery-speed of the fan.
fc/ Ilie Sliiitlrr. —This certainlv appears to he an ailrantage, as
b%a can be repnlnted to suit the rnryinptiuantitj- of air given
p in this way re-entries cau be prevtuted It. is riot uncommon
less faiK into the cliiuineys of uliifh bitj* of paper may bo
n are drawn into the fan, make the ciroult, and ai-e again
Riis peculiarity has not been noticed with fans r,ravlde<] with
I 0/ th" Speeil "t fchich a Fun in Run.— It Is uotii^ealile that
Sails giving hish eftltriency were nmning ot a mtlier high
city. The best speed seems to tic between 5000 aud 601X1 feet
tear to reach a maximum efficiency at Bomewhere ahnutthe
bd to decrease rapidly in efQcieucy when this mai.iuium point
■
I of Mr. Norris's paper, Mr. A. II. Storrs says: From the " cu-
lolution " and ■' cubical contents of fnn blades,' as given In tlie
that the enclosed fans empty tlipmwives from one half to
lution, while tlie Qjpeu fans are etnntii.sl from one and tbree-
Irly three times. This for fans of both types, on minen eover-
[range of equivalent odflces. One operi tan, on a very large
bptied oeurly foui' times, while a clo«w] fan, on a KtlH larger
Blows one and oue-hutf times. For the iipen fans the "cubic
; motion " 1< greater, in proportion tn ihe fau width and «"quiT-
liau for the eneloBed type. Notwithstandiue iliis nppareutly
lOf the open fans, tliey show very lou- efflcifiicies.
ICr the very lar^o cnpueity of centrifugal fans to pass air, if
lof the mine are made fiivorahle. a l*>-ft. diani. fan, 4 ft. 6 In.
^Intions, pa^ised 3fiih(miicij. ft. por miu., and another, of same
^ghllv wider .lud with larger intake circles, passed U)0,(XX>cu.
Ekauge Jn botli lunliuiceB beiiig about '/sj in.
Bb.vh : The effleirncy renoried ia some oases by Mr. Norrto is
Save ever been ii.bl*^ lu ueteriiiine by experiment. My own ex-
rde<l lu the I'eimsy Ivania Mine Inspectors' Reports from VSCH J
show more tiuui O0.i to SSji. J
i
I
^B Kxpcrtmenta made wltli a Blackinaa Disk
^V dluni , by deo. A, SuU-r, tu detoruiinp the volumes of air delir
^m »ariou» conditions, und tlic power required; with calciilatfoiii) of i
B and raiii) of Itierease of power to Increase of velocity, by G. H.
1^ (Trans. A. a M. E., vil. MVj:
yaijtre of the Kxperitnents.—T\T9t9fix\es: Dratriag air throagfaWi
48-1d. diatn. pipe on inlet Ki<1i> of tlie fan.
Second Series: Furciug air through 80 ft. of 48-in. dlam. pipe on onlU
of the fan.
Thinl PeriB-s: DrawiuK air tlirouRh 30 ft. of iS-in. pipe on (nlet side f
fan— the pipe beinic obstTuc(.ed liy a diaphragm of cneeee-cloth
Fourth Berk'u: Fort'lng air through 80 ft. of ■<8-ln. pip*- on outlet fi<l«(
— tlie pi[>e bc'iuc olwtructed by a dlaphraKm of chtese eloth.
Mr, Baltcoclt saya concxTninc these experiments : The first four O
meuis nre evideiitly the Btibl«cc of some error, hocanse the i fti.i..ruv i»l
as to prove un an aver.ige (Imt tlie fan was a, Fource of jp. ■
overcome nil liwses and n^"ln drive the engine besides. Tin
lens questionable, but ritiJl the I'flloiency In the 8r.>?t two iv i
thanmieht be expeoleti. In the third and (oui1h w^ri'
cheese cloth in th" pipe n?<.lnees the effleieucy Uirs->lv
In lbisca.^e the value has l)e*?n calculated from (lie tu ;_... _ , _ J
water pre»ure. rather than the artiml velocity of the uir. j
This recuril. orexperinienlM made wilh the (fislt fan .showi; that Uiltlj^
fan is not adapted for use where tliero is any ninterini lesisfjin.-.' i.. iM
of the air. In the ceutrlfngal fan the power lilted Is m-nrl^ ;
the amount of air moved under n piveii head, while in (hjs f ■'
quired for the snnie number of revolution'* of the fun in, t.
rlally with t'.ie r«-ait-tnnee. iiotwftlujtnndinK the quantii ■ '
same Wf/'P cori.'ideial)\y reduced \n fact, (rom the "
aoO fourth /-eriea of lefts, it wmiiA hvvw^t \\\&x, W* \ '
BparTr tie same for a (liven press-ore, •wYicxXvct mot*' iisj
It Would seem tbat the luaitv advontaee, \5 awy ■ «' ' '"*
trifuffBl fan for slight reKist&ncps cc.t\&\a\« \^-^<6-(.'" „.\^.v\vaTsi,aw,1
fuHa7eaoetbedA, xvhile with ceHt.TWup,8.\ta.t»B.toV*.ui^«iVV«i»,cnM
quaatitjr of air Uie opening ia mucli aDttn.\Wit. ■
DISK PAX3.
525
I-
I ^ txiliiinns 8 and 9 of tbe tahkt tUat th« power utm] ia>
I fiiilly than Uie cuhe of the VHli<rii<- n.<i Ux c^iitridiirnl
; erimeutB do not alr^«^e witb tvich <>ii-(.>r, but a Kfuei'al
i<.->l a-s about the cube root of Oit; «!«•,. LLh jxjwer.
( of Air removed by Kxhanat Dlitk-wrbcel per
Uliaate. (Buffalo forge Co.)
r
Diameter of Wheel,
' 84 IniJi.
aOIncb. 86 Inch.
« Inch,
48 Inch.
54 Inch. COIncb.
lalncl).
Amoutit of Air In coble fe«t pur minute.
4.345
8.40S
8.08(i
ll.OOS
13.641
16,813
19,110
83.053
li5,liT
a8,8-35
81,RI9
84,310
8C.W0
8,0SB
9,tG4
13,410
]5,H-J-i
19.40K
«3.U7
87.018
ai.iij
3a,7-v'7
44,-'77
4H.n93
53.»58
:8,SRr
la.sssi
17.4.V
->7.8i7
s;.iw
4a.B32
49,4fl7
&&.152
60,401
14 DW
fiO-X
.. 1.684
.- «,OT4
.. «,8ra
.. •,770
.. X,J»7
»,6.VJ
. 4,H8
4.6TJ
9,0S0
8,.'«8
4.013
4.008
6,(B6
e,5ia
7.446
8.488
e.4S«
8.504
4,541
5,550
6,631
T.755
8,95U
10,'JIO
11,490
18,818
14,«»
i.%,rr6
s,oor
7,079
6,681
10,233
11,915
13,907
15.1S9
17,381
19,815
SI. 875
23,iao
siia<i7
aii.iiLVJ
4«.1»30
AB.3H0
67.B85
76,900
— ..
Icney ot Disk Fans,— Prof. A. B. W. K(«nn«>(1y (rndustries. Jan.
iniule a -itti'io^ of tenu on two disk futin, 2 and 3 ft. diametrr. kiiowii
Verity 8ilfiit Alr-proiwller. Tlte principal rcsuUa and cundusioiis
lensed below.
h ca«« the eflflclpnc.v of tlio fan, lliat Ib. flu' quantity of air delivered
ctlve horsepower, increases very rnpiidly a-» Tin* speed diminishes,
lower speeds are much more eeouoiiiical Uiaii higher ouen. On tlio
ind, Bslliu quantity nf air delivered p«r revolution is very nearly
t. tlie actual ust'fid work done by tli<; fan inereasen almost diructly
opecd. C'Mn^iarin^ the larK'e and Kinnll fans with nltoiit the Ranm
ery, the former (nmnlnc at a much lnwer 8fK>e<l, of coiii-He)lt>]iiuch
fr eC'io«inlcal. Comparing the two fans running at tlie itarae !ti>«ed,
•, tlif Mualler fan la very nuicb the nipre econ' iiilcal. The delivery
ii inn of fan l3 very nearly directly proportional to the arek
:ii-ler.
■i-ed f>er mlnnte by the 8-ft. fan is nearly IS.Bff cubic feet
; 111'- iiuinl>er of levoliiiioiis made by the fan iH-r iidniite). Ki>r tlie
I the quontiiy Is .'j.7B cubic feet. For either of thp«e or any other
fans of wbicli the area is A fwjiiare feel, the delivery will lie nlxint
•uUlc ItmX. Of course any change in the ultcli of the bitides nilglit
change the«e flares.
et H.P. taken up la not fnr from proportional to the wquare of the
■of reviihilions iiliove 100 per minute. Thu* for the 9f!-. fsn the uet
'^Z- «"' '" •- '" '" '- "•' ■"• " x^S"
I
enoininntors of these two fraction!) are verj' nearly propnrtlonal In-
to the Mjuam of the fan areas or the fourth power of tfiu fan diiini-
The net H P. required to drive a fan of diameter D feet or ai-ea A
feet, at a npeed of R revolutions per niinuco, will therefore be ap-
"^' ir.im.oH) 10.400 boo '
526
ArR.
Speed of fun, reToIutitins ppr minute.
Net H.P. UMlilve fan auJ licit
Cubic fert of nir p<?r iiiinnte
Mean velixHly of air In :i-l't. flue, teal
periiiiuiite
Mean veiocHy of nir in due, same
diameter as fan
Cu.flof air periniu.jiei-efrectivB H.P.
Motlnii (^iven loairfxr rev. of fan, ft.
Culi-tu feet of air per rt^v. of fan
lYopeller,
•2 ft. (Ham.
T.V)
0.4S
4,183
S93
6T0
0.33
8,830
543
j,880 i.aao
8.9S0 11,970
1.77 1.81
5.58 .1.tI6
sr?
0.287
3,410
1,085
1S.0OO;
1.S8,
6.00
PruprlW.
3 ft. dioiii.
B7«
1.02
7,400
i.CMK
7,230
12.8
4SII
o.sn
5,900
io.oni
l.n
12.6
POSITIVE BOTABT BI^OIVISKS. (P. H. & F. H. Bo«<i
^ I 2 8
IH S 5 8
250 225 200 175
to to to til
aOO S7S WO *!S
6 10 16 34
to to to to
8 14 30 so
... a75 a75 aoo
to to (o
. . 875 3-25 800
... 18 24 SO
to to to
... 24 80 SO
... IW SW 8
to to to
... 2 8 4^
Siiie number ),1
Cubic feet per revolution. . .. ^
Revolutions per minute, J ,.
Siiiitli tires j ^
Fiiralilies blast for Smith ^ ^
(Ires
Revolutions per minute for
citpola, tnelt lii^ Iron
Size of oiipola,
side lining.. .
tnclies, In-
Will melt iron per hour, tons
Horse-iiower reqiilrert.
1 'i m Si4
4
6
18
33
ISO
145
to
to
£00
175
a
47
to
to
43
«7
1R5
170
to
to
275
250
86
43
to
to
43
50
*H
8
to
to
7
IS
"H
17«
w
The aroonntof iron melted is based nn 30.000 cubic feel of olrper
Iro!*. The linrse-power l.< for innxlimim *ipee<i and a pressure of JiJ
ordinary cupola pressure. (See also youndry Practice.)
UtiOWING-ENGINKS.
Blant-rurnare Bloivins-enKinea of tbe T«rlabl« Ps]
Talve Cnt"OirT>pe. iPliilada. EuBineering Works.)
Diameter
Diameter
Rliop
WeigliLs.
Revolu-
of
of
stroke.
tions,
Steam-
Blnwluff-
approTl
oidinarj'
cylinder.
oy Under,
mate.
speed.
iu.
in.
in.
pounds.
!ffl
se
86
80.000
60
38
66
48
DO.OOO
50
S3
7S
48
1013.000
50
3fl
73
48
130.000
50
, 80
84
48
140.000
50
36
84
60
16.5,000
40
I 49
84
48
itis.odo
.V)
1 *■-
84
60
IBC.OflO
40
1 43
my
48
170.000
hO
48
90
60
ISS.OOO
40
48
m;
48
ano.noo
SO
48
m
(W
280.000
40
Displace-
ment of
Piston per
minute at
ordinary
speed.
cubic feet.
8.550
9,500
Jl,30e
11,308
1.5.S93
15.898
15.3M
i.t.ms
IT.TDO
17.700
ao.ooo
ao.ooo
Bl
Si: re lOT
ularWi
i
The hlowinn-enginen of l\\f cov\n\TS &■»« VisuftW'S ^^fvs ^'u.Vcrvilot
by reimoii ot wlre-ilrawliig TaU'e-eear, ClTiA tKoet\«.\\-j oV TNsivtjatn
The IhUlt Is peiliaps tlie greatest anii V\\ei \>»ftv. twswa.vi*A A -^
e'ifrlne defects. AUno^i any expenae to tacrt^w* ^*.^,J!§^a,'l.,
eagiaes to warranted. (A. L. HoUey. trau&. K. V^. ^.,^o\-V. . v^
STEAM-JET BLOWER AND EXHAUSTER.
527
. Matlons of power, c-B|>acit]r. etc., of bloTrlnR-vnitlnes are the saiiia
rfor air-eoiupr«?BSors Tliey are built wltliont »uy pirnviBJon for
the sir during coniprestiiou. About 400 feet per niliime i» tlie ukiihI
peed for I'ecent forms of engines, but with positiTe nir-ralves, wliich
eu introduced to some extent, tliis speed may b"- liicrea^<ed The
y of the eriyiue, that is, tiie ratio "f tlie l.H.P. of the air cylinder to
the steatn cylinder, is usually talceu at OO per cent, tlie lusses by
leakage, etc., being talcen at 10 per cent
STKAin-JET BLOWER AND BXHAUSTER.
irer and exhauster is made by L. Sebutte & Co.. Ptiiiadelphia. on
ciple of the ateaui-jet ejector. The following Is a table of capacities:
1
Quantity of
Air per hour
in
cubic feet.
Diameter of
Pipe» in inches-
Size
No.
Steam.
Air.
1,000
2,000
4,000
6,000
1S.O0O
18,000
84.000
.8
8
1
e
7
B
g
10
ri,,.„,i,vr.f Diameter of
In
of
Ml
cubic feet.
i».000
3fl.00a
4^.000
48.000
5t,t)00
M,(Xltl
Steam.
S
s
Air.
Imlssible racuum and counter presKure, for which tli^t apparatus ia
!(ed, is up to a rarefacriou of SU inches of mercury, aud a counter-
! up to one sixth of the xteuui-pressure.
,ble of capacities Ls based on a Rteampresiiui'e of aUout 60 ll>!<.. and
ir-pre«sure of about 8 lbs. Willi an Increase of Kteatn-pres^ure or
>of couiit«r-preg»iire the capacity will largely increase.
er «ieam-jet blower is used fur boiler-Hi ing. ventilation, and similar
I where a low cuiinter-preii.aure or rarefaction meeta the rc(iulre-
ilitinegas given in the following table of capacities are under the
Ion of a ateam-pressure of 45 lbs. and a eounter-presBure of, say,
of water :
Cubic
eetof
Air
iUvered
ir hour.
Diameter
of
Steam-
pipe iu
lDcbe«,
Diameter In
Inches of—
Sljie
No,
Cubic
feet of
Mr de-
livered
per liniir
Dinm.
of
Steam-
pipe In
laches.
IHatiioter hi
iufhtSK of —
Inlet
Dl»ch.
Inlet
Dlwli.
a^ooo
l:i,000
30,000
(lO.OOO
35,000
1 *
4 -
5
6
11
14
»
4
U
8
10
4
6
S
10
£50,000
600.000
l,(lfl0,0(XI
i,0«0,«)0
1
m
17
H
Si
ii
14
30
a?
iiS
I
Steam'Jet m* a mteana for Toiitllatlon.— Between 1810
the Bteani-)et was employed In a coiisiilerablH extent for venlllat'
lisii coilif-rie.*, and in 186Ja comiiiltUv of the House of Cotninoiis
[chat it was the most powerful and at ilio saitie time the clieBiieHt
for the venlllation of mines; liut eipeiiments made sliortly alter-
roved that thi^ opinion was erroDeotis. aud that furnace ventilatloTt
Iban half ati expeiitdve, and in conHeqiience the Jet was soon abaa-
t a iii-rnianert Wfthorl of reiililation.
!.r o( ihfsf t^speriutfiM^ see C\ilUefTf Engineer, Feti. VWO.
& aouifiimcn «t/raat(i^oii.sly used as' a su\)9l\lvvle, toi
■ws or a. /ao atari jHifi- for rennirs, or after au expWa\otv,
'^^^1^"°' '^ **^' ^'""^' '>'• to the civse ot tbetatvVvVtTs
I
BEATIXQ A^I> VBNTILATIOK.
HEATDTG AND VENTILATION.
, Veatilatlon, (A.. B.Vf o\tl, Stevtni Tndicator Xpri\,\8K}-'n»\
[nlar iiiipivsHluii iliat tlio Impure air fallK to the bnttoin of a crowded d
fifct erroneous., TIiwb Is a constant inttiKlIn^ of the fresh air adnilttedl
'thf inijiiire air due to the l&w of il>fTu>>inii of gasvs. lo dUTerenceof Ivil
' atiire, etc. The piiiceKs of ventihuion is one of dil .tiou of the Inipuif*
by the fresh, and a room in propriiy veiiiilatt^ in the opinion of ihttby)
ist8 wlien the dilution In kiicIi that the carbvnti.' acid in the a\r do«« not
ce«d from 6 to fi parts by volume in 10,000. Pure fountry air coutaiuill
4 pans Cil.j in 10,000, and badly-ventllate<l quartern as htgh as 80 parti.
All oitlinary nittD exhales O.ij of a culilc foot of (.'O, per hour. N«w 1
ga'' given out. U.'h at a cubte foot ot OOg for eaeh cubic foot of tSuH
[Au ordinary lamp gives out I en. ft. of CO, per hour. An ordlBaryc*
'i;ive3 out 0.3 cii. ft. per hour. Oiiii ordiiiHr.y gaslight equals In tIiH
effeot about 5H men, an ordiuniy lamp 1*4 iiien, and an ordinary ctM
man. {
To determine the quantity of air to be eupplled to (he Inmates of M
lighted room, to dilute the air to a desired standard of purity, we csocl
Jish equations as follows: |
Let o = cubic feet of fresh air to he gupptlert per hour;
r = cwtilc feel of CO, in eaeli m.OOCfeii. ft. of the entering air:
H = cubic feet of CO-j which each 10,000 cu. ft. of the air lo the (
fiiay enntainr for proper hetklth eondltionsi;
n = number of persona in the room;
.0 = cubic feet ot CO, exhaled by one tnan per hour.
Then + .6)1 equals cubio feet of COj cotnmitnlcated to I
Ing one hour.
This value illvlded by v and multiplied by 10,000 gives the m
CO, tu 10,000 parts of the air In the room, and thia should eqtuil i
dord ot purity desired. Therefore
'<>H-^ + -«"] „r«-m!L
^= ^^T^ "'" =
6000
If we place f at 4 ood R at 0, v = „ — r n = 30OO»,
0 — 4
B-r
or the quantity of air to be anpplietl per person is30iW cubic feet per ha
If the ovitiriiial air in the room In of the purity of external air. and tbtt
contents of the motti is equal tio lOO eu. ft. per inmate, only SOOO - 100s<
en. ft. of fresh air from ivlthoiit will Imve to be Hupplled the flrst M
keen the air within tht; standard purity of B jmrts of CO, in 10,000. t
cubic conleiits of the room eq^unlii 2110 eu. ft per inmate, only 3(X)i) -SOOi^
CII. ft. will have to be supplied the nrst hour to kevp the air irDhil
Ktandard pvn'ily. and 90 on.
Again, if we only desire to innintain a standard of purity of 8 t
carboulc add iti 10,000, equation d) gives as the required air-8upp(yi
^B V = -jT — ;:» = IMXbt, or IGOO en. fl:. of f reab air i>er inmate per lioiirj
C^ibic feet of air contatnlni; 4 fiarta of carbonie aeld In tO,000 1
perBOa per hour to keep the air in room at the comi>oaitioo of
6 7 8 0 10 15 80 {f'*"fo'^'*"'
XXV SOOO ISOO 1300 1000 6« Xre eublcfeei.
// fije orlgioal atr In the room \a ot puvWi ot exVeTOB^ ».\wsw^>Bni»Jj|
orcarbpiifo acid in 10,000), the amount ot tot n.<i W ™VV)>jA ^«^
for ghea cubic spaces ner Inmaie^ J.^ ^'^''S ,»j!!^t^t^S;ivS
eioeeded At the e^ of the hour Is ofeisAne* tTomO»t«\«>-«vB*-<M
TENTILATIOK.
539
iWc Feet
of
Anidi
tidual.
Proportion of Carboiiio Acid In 10,0011 I'mtsof the Air, not (o
Iw Exceed«l nl. End of Hour.
40
Cubic Feet of Air, of L'omposii ion 4 Tarts of Carbonic Acid lit
10,000, to b« Bupplkd tbe Fii^Kt Hour.
3900
8W0
2700
aeoo
210U
3%X)
8U00
2100
iiOOO
ISOO
1000
300
1900
1800
ITOO
IIIOL)
IMM
IWO
l.tlW
rjuo
1100
lUOO
BOO
None
1400
1800
]-;oo
linn
KKK)
ItlX)
KlHI
TilU
(HU
&IIO
None
1100
1000
too
8>I0
TOO
tlOO
rioo
400
3U0
300
None
tHW
TOO
B4I0
500
400
300
»<0
100
Nona
■itn
s».\
iir.
45
Noue
87.^
None
It i< exceptionni that nvBtcinalic venlllaiion supplies tbe SOOO ciililo fi>et
Hnmste per hour, nliicli iidi'qimte h>-«lth consiileiatioiiB deinaiid. I^rife
UltoriumK in wliicli ih« ciiiiic muu-v. p«t fndiviflual !g gri-al, und In vvhleli
I Mmoeipliere is thtiroiiKlilv trvHh beforo t)m rounis cius occupied, anil (he
fenpancy is of two or (breflKiiira' iluration, tbe s}>teinatic uir-Kuriply may
IreducMl, aud -JUOO to 'JiOO ciibii; feet i>er Ininate por hour is a »aiJ.staeiory
ktvaocs.
Hospiisis where, <ifi aecoiiiit of unlipalthy excretiong of various kinds, the
Mllutlon must ho lurge-sr, an «ii-.Hiii>ply of f mm 4000 lo BOOO cubic feet per
Mate per biiiir sl..iiild be provid<»d, nnd this is nelually secured in somn
tpltats. A rt*i>»°i dAt«d March 15. IH8'i. by n coniniittsioii appointed to
kmlite the public schools of ilio Dirtrlct of C'oluinlila. «ayR :
^tu facli clii'Ui.i ooj n mil le-u tiiHii 15 Hquare lf>-t of tloor-Kpacr mIioiiM be
lotted to eacii pupil. In each class-room the H-inrlow-.ipace kIiouIfI not be
Jilhiin one fourtli the ftooi-sp.ice, anil iht? distance of desk most remote
m the wiiKlow should not be mure than one and aliaVf iImips llie helKht of
p t<>p of the wbiOrtW from ibe fl'>'^r. The bei;^lit of the idHKii room suotdd
F!r Bxreed 14 f«fi'l. The provlsionti for ventilation kIiouM be sucli a* to
ride for each pTson in a ci«'«-riiom not li-ss tbiin .lO cul>ic fi'i-l of fn^«h
per minute (1«W per hoiti). which ntiionnt niuft lie inirndiicBd and
imuirhly distribiii'M withonl- creating unpleasant ilrsiichtn. or chubIuk any
) partfi of the room lo dllTwr !•• teni|«>ratiire more than l!" Fabr., or the
iXmunn temperature In exo-e I T0° Fnlir."
VhHn the air enters ai or near the floor, it is desirable that the velwlly of
»t ulionld not eX'-e.- 1 'i feet per second. Bhicli means tnrcer sines of
^er op<Miioira and flue* than are iismilly oblrhmble, nnd nuieb liipher
ncities of inlet than two feet per secomi are Ihe STile in practice. The
iicily of current into vetit-flu<'s c.»n safuly bi' ah liigh 08 0 or even 10 feet
rsecond. without beinp: disagreeably iieri'cptilile.
iJ>8 entrance of fresh air Into n nwun is i-olticittpiit nirli. nr dependent on,
! removal of an equal amount of air from the loom, Tbe orditiarj' meana
femoral is the vertical vent-duet, ri.iins tn t lie topof tlie bnildliiir. 8"We-
!►» reliance for the proilucliot» of the ciuTetit in this veiitdiict is placed
tiy on the difference of tenip»'P«ture of (be air in the room and that of
exlernal afmoHph*«re; sometimes a Kteam coU Is places! within the flue
It* britfom to heat the nir H-ithiii the duct; sonu'timen Rleam v^^»e»
j„.j .,»..,„. ,;,a up eb&ilm-t prrfoiiiiiog tbe .tamefuiictlona-, OTft\ea.Ttt
■ rt-xfinuHt tana, drireii lir ateain or electric power, swi^.
■'.- soroef/Hiea the beating of the air In Itae flvte\a«kO-
c-f^u^ * dual L, oao«Hi bjr tbe difference of we\gVtt ot «W!
530
HEATING AND VENTILATION.
heated air in the duct, and a column of equal height and cro«»MO(k
of n-elght of the extartial air.
Let <i = density, or weight In pounds, of a cubic foot of the exten
LiF't (1, = densj'lT, or welKlit in pounds, of a cubic foot of the Iti
wfthio the iluuc.
I>et h = Tertlt-al helpht, in feet, of the veut-duct.
Hiii — ilil = the pressure, Iti pounds per Kqiiai'e foot, with whfadi I
forced into and out of the venl-iluL't.
TlilH pressure can bv expressed in height of a column of tlie alrol
willtln [he vetiUdiier. nricl evidently the height of such column i
pre888ure would fae^
il.
Or, if t = absolute teniperatute of external air, and <, = al»oluta
al ure of the air in vent-duct In Ibe furm, tlien the preiisure equal*
hit, - t),
t ■
The theoretical velocit.v, In feet per second, with which
travels through the veut-duct under this pressure is
'¥
V'(/.
= 8,02 ,
1
The actual velocliy will I>b cr*n«iderobly le.xs than thia, on acconn
due til fiiciion. This friction will vary with the fonu and cros*
area of llie vent duct and its conneclionK. and willi the depree of
ne88 of its inierior siirfnce. On this act-ounl. &■* ivi-II as to prevenl
cf air tlirouRh crevices in the wall, tin iinintt of venKlues is d^-siral
The In.ss by friction miiy be estininleil at Hpnitmltnaiely 5W, and s
(or the aclual velocity of the air as It How s ihrough tiie veuc-doct ;
' = l|/«»*
(f. - 0
, or, approximately, v =
\
If n= velocity of air in vent-duct. In feet per minute, and theaxi
lie at !W° Fahr.. since the absolute teinpermure on Fahrenlielt seal
Ihenuomelrlc teinperature plus 4afl.4,
V = iiOi
from which has lieen compnted the foIlowInK table :
QnaTitily of Air, In rnbJc Peel, Dlacharsed per
llirniigh a Veiiltlatln^ Duet, of \%'hlrli tbe Cra
tioiial Area iw line ^iqiiarc Foot (the Ijxtcrual Tel
tiire or Air bclue; 32' Faltr.).
Hei|;ht of
Vi-nl-duct in
fi-et.
Excesa of Temperature ot Air lit Vent-duct ataow
Estemol Air.
10
80
.10
8&
40
46
50
6«
iH
IW
IS1
183
I4S
\{A
ICS
in
10"
lOfi
133
ir.3
171
1H8
■Jl"
230
a«
15« 20" 2S» SO* 80* N0<
les
\m
210
830
24S
297
158
IH)
■in
'M-i
Silo
171
UIO
2«
»TI
8fl7
«ll
230
an:
825
37.1
£42
a»7
3S3
419
4&3
4M
. »U,U ii.lyinc the figures in above <*^^« ^^.^^v^^i^oi ^wSS
cliargeJ per hour i»r square loot ol croa^witVoT^ oV iw».v«»r
MIITB-VENTILATION.
'tional area of vent-diicis we can And the total dlschar^; or
ilred air-reinovnl, we can propotiloD tlie rrussHX^llonat area of
Sts rfqtjired.
■eial Cooling of Atr for Vontliatlon. i Kngineerinif
(lly 7, ITO,'. I— A imiiiij iif coal iiswd to make Ktcaiii for a fairly em-
ifrlifrrntinsiiiac'hlntf can produce an actual cooling- off wt equal to
gduced by th« mt-ltlug of 16 to 46 IImi. of ice. tlie amount raryinar
( cooditions of workinK- Or, 855 beai-unllK |>f r lb. of cool eonverted
tk In the refrif^erating plant (at the rat4^ of 3 lbs. coal per horse-
lour) will abstract a475 to fiMS heatunlts of heat from Ihe refriger-
ly. If we uUow aXW ou. ft. of fresh air per licjur per perrton ax suffl-
r fair ventilaiioa, with the air at an Inlllol leiii(H?ratnn! of H0° F., ita
per cubic foot will be .0738 lb.: hence the hotnly Hiippty |>er person
gh aOOO X .OraU Ib. = lir.a lUs. To ami this ]()<•. Ilie sjieciflc heat of
|;0.S38. will require the abHtractloo of MT..! x 0.-J38 x 10 - :3&0 heat-
r person per hour.
g ttoe flKurex given for the refrieeratiu^ effect per pound of coul im
laied, and the required abstraction of SHO beat-unit!' per perwin p4>r
have a satisfBotory cooliiip effect, the refrlReralion olitaiued from a
f eoal will produce this cooling effect for 227.5 -i- S-VI = OJn hours w:ll)i
tefHciffil HorkiiiR, or (VMS -j- .l-'iO = 18.7 iKiurs with the most L'llkleut
'. Wit li ice at $5 per urn, Mr. VVnlff computes the cost of cool iiiif wiih
lout $.} per hour per thouisand peraoDS, and concludes that tliist is too
re forans' general use. With mechanical rcfrifrerntion, howecer, if
me 10 hours' cooling per person (wr pound of coal as a fair practiiai
in retrular work, w« have an expense of only 15 cts. per thousand
per hour, cool being estiitiated at ^ per sbori ton. TliU is for fuel
Dd the various items of oil. attendance, interest, and depreciation on
,t, etc., must be coi)8idered lu luakinf; up the actual total cunt of
leal refrieemtioii.
lT«ulUation— Friction of Air In Fudereround Pa»>
I — Id veniilatuit; a jiiine or otimr utidur^ruuim pannuf^e the resi.slance
Bfoonie is according lo nii>«t writers on thifi uubjeft, prnportional to
ot of the frictlonul Hurface exposed ; that is, to the product In of the
( the gau^nay by its peilineter, to the den.sliv of the iiir in circnla-
Jhe sqiukre of its averaife speed, i', and lastly to a coL'fllcieiit k, whose
bI value varies according to the nature ot the Bides of the gangway
lirefnilaritiefi of its course.
irmula for the losa ot head, neglecting the variation In density as
tant, Is p = , in which ;:i = loss of pressure in pounds per imuare
nqnare feet of rubbinjf-Rurface expoiied to the air, v the velocity of
i feet per minute, ft the area of the na5.sage in square feet, and k the
at of friction. W, Fairley. In Colliri-y KHuiuee); Oct. and Nov.
es the foUouini; formnla>'for nil the quantities involved, usIiiR Ihe
talion as the above, with these additions : It = hi»r»e-power of ven-
i = length of air-chnniicl; n - perimeter of air-channel; q = quan-
(Ir drtiulaling in cubic feet jwr luitiuie; ii = unli-s of work, in foot-
plied lo circulate the air: w = water-gauge la laches, Then,
I
kfv' " _ "J
(I "ptT = iJti~ V
qp _ B8gig
83,000 ~ 88,000 '
p B.9tt»
pa u y kt Y ^*
U v>
kt k*
IT"
14. ie<
'5*1
To And the quantity of tit willi a Riven bors«SK>wer aik
an Tine:
h X 8S,000 X 8
« = P •
The »ftliii» of k, the coeinelent ot friction, as stnted, vax
the iiaturi' cf lln" sliles of tlio gangwHr. Widely divergent
f(lreii bv ilKtiMWit Authuiltli-R (hum CnlUtry Engineer, No*^
netier-aily Hcct-i'ti'd one uiKil rcreiilly boitiK prolmbly ihnt 0
.OOOflOOfr.'ir, wliti'li is th<> [ircwnri" per .oqiiare foot In decimal
i»M'h K<|iiBiv foot of nihliliiK-siiiraL-i? nnd a vWocity of one fl
Mr Fiiirli-y. in liis "' Tlieoiy uml Priielir.'e of Veiilllaiing Coal
value If.is tiiaii halfof Ati<iiiwin"s.t>i' .tKXKVWoi; and rwentej
Murj(ue bliixv iliut I'v^n iliin viihii> is lif^ii iinilur most condtl
remi)t« are (fivnn In IdH jmiii-r on Kx|>p!irnwital InveKligHtioi
Head of Air ciliTeiiUi In Under>»ruiMid Wurkines, Trans, i
vol. xxiii. 03. Hill coenici^Dta are given in the followiDK tabi
lu twelve ezperimuula:
Ooefl
Hei
Frem
[Rtraiirtit, normal «ection (lOiJO
Rock. I Strali;lit, DOnna) stwlloii ,
gangways. 1 Strait^hl, Inrge s<-ction
[Siraif^lit. iioi-iual Hfction ,
f Straight, iinrnial sectiOB
Brfck-llned | Htraii()it., normal section
•"to WfUElV fWt m fflp^ ITwMit OriftCCt
Q g
ST Vl^' ^ =
0.37
10 = o.iscg X
(f/-
Dlumn or fhe Head of Afr Dne to Difl°erences
iture, etc. (Falrlny.)
jve column in tvvl;
kperature of upcast;
|(ot of Cine cubic foot of the flowing air;
iperature of ilowncast;
cbot downcast.
r-t
or
6.S X to.
p=fy.il;
■ 5.8
ieter of a ro(iiid airway lo (>«!<« the same amount of air as a
*tlie length oiul power remaining lUv Kaiiie:
meter of round airway, A = nrt'ii uf square airway; 0= perl-
V ^' X it 1«I6
:|e aJrway. Then V—if .■^s5^» x o
Irt) «tnptoyml to ventilate a mine, ehch nf which when worlted
MtlCM a fennin nnantiiy, which may i>e iiiiJIoited by A and H
Utyof air that will pasawln^n the two fans are worked logaiber
(■ IP. (For mItiP-ventilnlinB fans, nee )>a(?f Ml.)
Efllrlenry or Fanit and Heated t'litmneya lor
B. -W. v. IV.iwlirliij;.', I runs. A. S. H. K. vii. .'iSl, gives ii tlit'O-
n of llie relative amounts nf iit^ai ox|ieDiied lo remuce s Ki^'eii
pure air by a fan and by a cliiinney. A-wuminK tiie tol«I tlll-
|l lo be only 1 'JS, wldcli is made up of iin eflloieni-y of I/Hl for
10 for the fan ilKelf, HUd ft, ll» fur t'tnoteucy a* iv«uitlii fiifllun,
esan i-xpendimreof lit^at to driT« it of only l/iSof LlietDUiiuiit
rei]iiired to (>ro<iu<re the kuiiic veiitiliilloii liy a cliiinney IIK) ft.
ildiiiiicr SOU ft. hi^h the fan will be 7 U tiiiips more effloient.
pf moderate ventilation of rooms or buildinint vbere llie air
•to., ia ekksuUted jm foUowa : i
S = amount of tmnsniilliiig surface in square r»*t;
/ = temperHtuie K. uifiiie, f, = tempfraiure outside;
K — n coofflciem iviirewntin;. for varioiisi materials com',
file ItiHM l>y tmiihuiissioi) por square fuot of surface
mal units per hour, for each degree of difference
on ihe two sides of th« material :
Q = total hrattranxmUsJoii = SK(t - t,).
'rhiKi|uaiitily of heat is also (lie amount that miijifc be
room ill iii'dfr to nialfe Kond Ui« lews by trnitKini«^ioii, t>ut £
tJiif stMli ional heat to \>e conveyed on account of the cliaugt
pises of ventilation. Tliecoefllcients A'piven belnw are thoil
law hy the Herman Oofernnienl in the design nf (lie heatinf
|>Ml)lic Iniililin^, ami genprally used in Germany for all bu
Imve been cutiverled into American units by Mr. Wolff, aaj
ihey agree well with good American practice:
Value of K for Eacb SqciJiii Foot or Bniox
^'liricTwau' f *" ^" ^^' ''" *" **" **" '
X' = 0.08 0.46 O.Sa 0.S8 O.'JS O.SO 0.174 ft
1 sq. ft., wooden-beam construction, I aa floorll
planljetl over or ceiled, f ...asoeilinj
1 so. ft.. (Ireprocif cuiMlruutiou, I ....a« floorll
floored over, ( asceitin{
1 nq. ft., sintfle window ,
I sq. ft , single skylight
1 sq. ft., douljln window
1 sq. ft., double skylight
1 cq. ft., door
Tbesa coefflcients are to be inrr«>a«>d respectiTely r8 foHoi
AxpoKure Us a iicrtiierly one, and winds are to be counted
factors; 10$ when the building- is heated during the daytl
location of the buildinK is not an exposed one; .>('< wh«
heated during thedaytimo only, and the location of the bull
SO* when the building is healed during the winter moot'
with long Intervnla (say days or weeks) of non-heating.
The valin* of tliti rail'inting-surface is about as faUowas
pajit-imn rndloting snifiweK, in American i'adlaton~(o(
VENTILATING OF LARGB BDILDINQS. 636
heated to 09°. except a double skylight in ceiling, 14 x 24 ft.,
outside cemperatiirt* of 0*, Store rontn beyond east wall at
12 ft. In wall. CoiTidor beyond s^imth wall heated to 59°.
li, io wall Cellar bfiow, teiniwratuir 3tJ°,
[ table shows the calculation of lieat transmission:
pt Transmitting
I Surface.
_ Caleulatlnn
_-5.nl of Area of
ofe c Tranarnitting
5^— Surface
Ho
lirall
Ddows (sioftle/..
rail (stoi'e-room).
jaU <corridorj.
^(corridor).
kyligbt.
It = ■
83 X as - 448
4 X 8 X 14
42 X sa - n
6X18
45 X as - 78
6X12
17 X *J - 78
6X 12
S3 X 42 - 338
14X24
63X42
II
^
UB
863
72
918
78
SOS
7a
l.OOS
336
3,604
entary allowance, north outside wall. lOt
" north outKidu wkndaws, I0!(,
I looatlon and Intertnittent day or ntght use, 30^
^ thermal unitw ..
I-
8,442
a2,2ai
3.408
1,308
i.886
1360
302
300
10,080
14,448
10.416
83,276
814
3.226
87.346
gfl.aiM
lia.550
It that the lecture- room must he heated to 69 depreea Fabr. In
[fa«n uuoccupied, so an to be at this lemperature when flrat
I, there will be required. TeutilatioD tint beiug considered, and
\ low.preBsnre sienni radiators b«in^ the heating mt'dia, about
f 455 sq. ft. of radiatiuK-surfaL-e. (This g'iveB a ratio of about
intents of room for each sq. ft. of beaiingsiirface.)
m that there are IW persons in the kcture-rtioni, and we pro-
i feet of fresh air per prrson per hour, we will supply 160 x
'cubic feet of air per hour (i.e., .-' - oTer eight chaneea of
49,UUU
r)in per hour).
air from 0° Fahr. to 60° Fahr. will require 400,000 X 0.0180 X
termal units per hour (0.0189 heiiiir I lie prnrtuet of a weight of
y the speelflL" heat of air). Ac(.'ordl rigl y Ihf re must be provided
\ \m\ *t\. ft, of jTidii-ect snrTHce, to heat tb« air required for
I zero weather. If tiie room were to be wnrrned entirely inill-
i by the air supplied to rotmi linctuiling the heat to he'conveyed
T)y transmtssiiin through walls, elc), there would have to be
be fresh air supply 521.640 + 1 IIJ-W = 0.15.11(0 hcat-iinlts. Thin
lie provigiuii of an amount of indiruci heatioK-surfsu'e of ihe
Be of 635,190 -«■ 400 = 1589 sq. ft., and the fresh air ent4>ririg Ihe
pa*e to be at a temperature of about 84° Fahr., viz., 69° =
|, or 69 + 15 = 84° Fahr.
ialculations do not. however, take into account that 160 per-
Mur«-room ^ve out 160 X 400 = 04.0OC1 ihermal units per hour;
(60 electric lights give out 50 X lOno = Wl.OOO thermal units per
[50 g-asUgbts. 50 X 48(K1 ^ '.'40,000 thermal units per hour. The
to people and the eas-lighting would iiiinini,«h consi(leral)ly tbe
lai required. Praetiially. it appeam that ifae heat generated
kceof IGO people, 61. (HX) heat-units, and hy 50 eloi-tric liplils,
Its. a total of U4,(XH) beat-units, more than covers the aniouut
fcitted through walls, etc. Moreover, that if the 50 gasligbls
^ thermal units per hour, the air supplied for ventilation must
Eably below 09° Fahr., or the rfioin will be healeA Xo avk
h temperature. If 100,000 cubic feet ot fresli alt Vfe* ^^^^
636
BBATHTQ AND VENTILATION.
are aupplied, and 240,000 Ihennal URiU per hour KeDcrated b;
be abstracted, it nteaus thai Uie air must, uoiier tiieaa
Dlil OOQ
<ou wo'x OlM ^ *'"'"'■ ^"'' '*** "'°" ^°" "'' **■ *''°"' ***
more, ihe ndditioiml vltialion due to craslfKlitlnf; would DMM
larger supply of fresh air than when Ltie vjiialinn of iheatau
people aloQti is coueidt^ri^O, ona gtti^liKht viUaiing the air as
:iien.
Varlou« Rnlea for Compntlne RadlatInK>sa
ftiUi>wln« lulfs ai-e compiletl from various sonrct^. They ar
nature of "nilK-of-tUitnib " rulvs than tliose gireu by Mr.
above, but they inny be useful for compaiison.
Divide till" c;ul)ic fe«t of himoi? of ilie room to be heat<^. t
•>f wall suifaeif, aud tliu )>[)uuri> fet't of the glass surface I
Kiveu uuilcr l)i4-sn hitaflings iti tlw folloning table, and add
together; the ri-gult will be the squara feet of radiatliig-sur
tP. Schumann.)
Space, Wall akd Glass Suhtaob wbicr Ons S^tiARB Foot (
atniFACE will Heat.
1
■§
^
3
U
•*
a-n
.z
o
« a
n
<
*
m
Once
1
1(HI
per
3
•■!\<\
hour.
b
75
Twice
]
T>er
S
na
hiiur.
fi
Ml
Expoiiure of Rooms.
All glile.9.
Wall
Surra<-e,
sq. ft.
ta.s
15.0
ie.5
m.l
15.1
IS.O
Glass
Surface,
sq. ft.
Northwest.
Wall
Surface.
sq.ft.
Ola.<w
8urfAce,
sq. tt.
8.5
15.87
:8.97
6.05
B.BS
9.77
6.7
13.78
S.S5
6.2
18.91
7. IS
6.7
14.68
T.60
V/t
Surfi
tM).
~T.
IB
l».
'is!
u.
15.
Emissiok of HsAivcNrrs per squark foot per Hour prom Caxt-i
OR RADtATOBS. Temp. OF AiK IS RooK, 'C P. iF. SchumaoB,
Mean Temperature of
Heated Pipe. Radia-
tor, etc.
Hot water..... 140°
" " liSO»
•' .]«u«
" 170»
'• " 180*
" " 190»
•* " 800«
" " or8te*m..S10*
Steam sMC
'.M0»
,.860»
.880«
.sro"
i" -.^ eso"
.S90»
.soo»
BjrIU
oiiilU
IKDIBECT HEATIH0-8URPACB. 5S7
r
■MpvMK RtEQuiRco roR DiFPCREHT KifiDs OP BusLDiMOB. (From
NmoI the Dubuque Steam SoppJy Co^ External Air 0° F. Cfaas. A.
tCiiblf ft of Room heated
by 1 »q. ft of Surf nee.
Direct; Indirect
Synlein. Svstfin.
»|!« SO 40
«Mesa«e 1«5 100
reUII .100 80
Ciihlc ft. of Room heated
by 1 no. ft, of Siiifnoe.
DlreL't Iiiillri'Ct
Sj'Btein. System.
Banka.ofHres, drugstores TO CO
LarRfi tiotele. ...ia» 100
Churtheg 800 IM
fi»ftn t\tg. Co.'s caralofnie irlveji the following: One square foot rif
I »ill heat from 40 to 100 cii. ft. of space to 75° in - ia> lalltii(l(ff>.
«)?»« inti'iidcil to iiie«ft coodilinnK of exposed or corner rootiix of
p, and thiiKH less so, as interniediiitp ones of a block. As a pt-Ufrnl
K). It. of nurfftoe will heat TO cu. ft. of air in outer or front rooms mid
ti. in inner rooms. In large atoren in cities witti buUdingB on each
» 100 Is ample.
APPROXTMATB pROP0nTIO>'l OP BADIATINO-BtrnPACEB.
qoare tool rodiatiog-siirfnce will heat:
Lin dwt-lliugB, III hall, ptorea. In churt'lies, large
8c'lionlri>0!ns, lofts, factories, auditoriums,
ofn<:ea, etc. elc. etc.
tstion... 60 to 80 ft. 75 to 100 ft. ISO to 200 ft.
rwt radiation . 40 to 60" BO to 70" 100 to HO "
ed biillrllngs exposed lo prevailing north or nest winds should have
Ouiaddiiion made lo the heatinc-snrfiice on their exposed sides,
allowing rule ic given in thw calaloirue of tlie Baboook & Wilcox Co.,
ll» recnaimerided by the Nnson Mf^. C*».;
itlng surface may be calculated by the rule: Add fofrelher the square
Clan in the windows, the nnnil>er of cubic feet of air required to be
n per minute, and one twentietli the surface of exteriisi wall and
luftiply this snm l>.v tlje ilifference between the required leinpernlure
n'om and that of the •■xternal nir at iLs lowest point, and divide ilie
t by the dilference in temperature between the steam in the pipes
•■required temperature of the room. The quotient Is the required
iiit-siiTfncH ill tiiuare f>'et.
rkead Sfeam-ptpea. (A. R. Wolff, Strvrnt Indicntor, 1887.>—
fcoTerhiVnl .lyBU'iii uf ateam-heallD^ is einployefl. In which system
Bjating pipes, usually I!4 in in diam., are placed in rows orerhead
toro
I
I
upon lioriZ'inial racks, (he pipes riioniiie l^orixontaily, and side
around the whole Interior of the huildinp, from 2 to H ft. froiri the
"■B'i from S to 4 ft. frnm the ceiling, the amount of ]W in, PT
Bccording to Mr. C. J. H. Woodbury, for lieating mills (fcir nliic-h
■ system is deservedly much In voeiie), isabout 1 ft. in letielh for
Ben. (t. of space. Of course a great range of difference exists, due
ipcdal character of thi? operating niaohliiery in the mill, bntli in re-
• 'be aninuiit of air circulated by the mftcliinery, and also llie aid to
|f ihe rdoiii I'r the frietinn nf the journals.
''set UoRtlog-surface,— J. H. Kinealy, In Bratinii ami Veit-
• Jlay LI. 1M91, gives the following formula, deduced from results of
'eniR by C. B. lUchards, W. J. B.-xldwin, J. H. Mills, and oibei-s, upon
"eaters of various kinds, supplied witti varying nmount.^ of air per
'' square foot of surface:
• 35,04
^^ - 0.36B
J
T, - (T, - r.) (o.809 + 5^)+ r, . 1
ic feet of air. reduced to 70" F., supplied lo the heater per square
lot of healinr-surface per hour;
iperstiire of the steam or water in the henCer;
iperature of the air when it enters the heater",
pertrure of the air nhea it leaves IJie heater.
^rwula In baaed upon an areraeo of experiments maAt 1
mfJ^LJ!,^tL''1: {*? "Mu/ts f.bt«lne<l by tlie use- ot tVxeT
^tmtes be atlgbtly too Amall and in otiiers aA\g\a\y 1)
I
538
HEATING AKD VENTILATION.
^^tlthoue)i the error will In no case be great. No uliiek- formn
^KKpect«<i to apply equally well to all diKpnsltlons of lifntinf
^^Blr(?ci beaters, as the eflifit'ncy of such lieatei' oaii be vmi.-
^Hhrlile lliiilUi by the eo'iHlruciion uiiil arran|(i;inent of the siirC)
In iurllreot healiug. tbe ffncioiicy of the radialinc-^oi'^'M
and the tempeiaiure of the ulr will diuiluish, ulieu (ho qiu
caused to piuw thi-ough the cc>il increasfi". Tbus 1 sq. ft. ri
Avith steam at il-i', has been found to heat 100 cii. ft. of air per I
zero to ISO", or 3i)d cu. ft. from z«io lo 100" ia the satiis lime. Tl>
suits are attaiued by iiAitig hidireot radiation to supply tbe n^
latioii, and direct radiation for tlie balance of tbu beat. (Slrani,}
III iiidire^ci ftteam-liKUting thi^ least line arf".a Kboiild be 1 to \U
lo every squaru foot of heating-surface, provide<l there are no lonjl
tal reaobea In tlitt duct, with little riHe. Tbo register sbmil-l h«v^ If
area of the duct to allow for the fretwork. For hot watiT licailnsf
lo 30^ mora heating-surface and fine area should be givea tbaoi
pre«.siire ntfani. ( Eiifiitiferiiiij h'l-fmil. May 26, 1804.)
BoUer IIoatlng-Burfaco Required. (A. R. WoUr, Stet
Ciilor. ltSS7o— VV'lidn the direct KyHKiii ia used to heat buildings lot
stroat floor ia a store, and the upiwr doora are deroted lo wlea i
riioina and to light inaniifacturing, and in which tli« fn>uts arcofl
I iron, and the sides and tbo rear of bulldingof brick— a safe rule lofd
(apply 1 sq. ft. of boiler heating-mirface for each TOO cu. ft , ami 1^
hidiatliig-surtace for each 100 cu. ft. of comenta of building.
[ Kor healiug inllli), KbopK, and fnctorie.'?, 1 sq. ft. of Uglier heatia
phould b(3 supplied for each 4To cu. ft. of cont«cita of building; andj
lUtowanoe. sliould also be nimle for healing exposed wooden dwelli^
lleuting foundries and wooden Kliops, 1 8q. ft, of boiler heali*
ulioiild be provided for encli •100 cu. ft. of contents; and f"ri
which gliiga enters rery largely in the coDKtriictioii — such as cofiieli
exhibition buildings, and the like— 1 sq. ft. of boiler hoatiug-siirtli
be provided for each 275 cu. ft. of coulentM of biiildiiii;.
When the Indirect syst^'m la employed, the radia(or-sur(a«« i
capRcity to be provided will each nave to Ixi, on an average, aboul|
Ihan where direct radiation la uned. This percentage also marlittl
niately the increased fuel consumption In llio indirxect system.
atenm (Babcoek Jt Wilcoi Co.) has the following: 1 fs^. ft. of I
will .supply from 7 to 10 «q. ft. of radiating-surface, depending up
of l)oiler and the eFlluieiKty of its BUi-face, as well as that of the I
Kurfaoe. 8niall boilers for house tise should be much larger uropei
than large plants. Each horse-power of boiler will supply rrora
ft. of l-in. steam pi IMS, or 80 to 120 sq ft. of radiating surface. '
of apace has little to <lo with amount of steam nr surface requin
convenient factor for ruvigh calculations. Under ordiuAr/
horae-power will heat, approximately, in-
Brick dwellings, In blocks, as in cities 1S,000 to so.onfli
" stores " " 10,000 " 15,009
" dwellings, exposed all round J0,0O0 " 15.000
" mills, shops, factories, etc T,000 '■ 10,000
Wooden dwellings, exposed 7,000 " 10,000
Foundries and wooden shops O.COO " 10,000
Ezliibillon buildings, largely glass, etc 4,000 " 15,000
Proportion of Grafc-anrfhce to Radlator«ar(b<f<
(J. R. Willutt, Heating and Ixiifiladuu, Keb. IBM.t ^H
'•qTrt**^ .T!"* ' } «00 SCO 40O 800 800 1000 I**) 1400 IQOO ^H
°^*"|*"^; [ 190 808 aSi SOI 630 754 879 tM IMO ^|
Sleam-consnmptloii In CAr>It«*tlne. '
St. Paul Railway TtsTa. {Bngineeitng. Ji
BE0ISTER8 AND COLD-AIB DUCTS.
339
CI Diameter* of Steam Sapply-malnat vrtth Total
Utance eqnal to il Incbes of Water-colnmn.*
Mm, Pressure 10 lbs peraquart) inch utiove atm., Touipeniliirts 339" F.
fannalA, d »= 0.5374 i/ -^; wliers d = iuteroal diameter in iiicheg;
alicubic (eet of steam per miiiut« per 100 sq. ft. of radintiiiB surface
^length of rnaiug In feet; h = IM.S feet hrad of steam to lunclni-e H<
f{ Intrnial Uiaineters ia Inuhea for Lengths of Midnij from 1 ft. to GOO ft
il ft.
10 ft.
20 ft.
40 ft.
60 ft.
80 ft.
lOOft.
aoflft.
300 ft.
400 ft.
600 ft.
it.; lach.
iacb.
inch.
inch.
Inch.
Inch.
Inch
inch.
inch.
inch.
Inch.
1
o.ms
0 IIV
0.136
O.LW
n.170
0.180
0,18a
0.21(1
0.234
0.248
0.27X1
lis
O.IS
o.ao
U.34
0.39
0.43
0.45
0.47
0.54
0.59
n 82
O.fia.
5
0.tt
039
0.45
0.53
OX
0 OO
«.BJ
0.7a
0.78
0.82
O.MJ
.«
i).n
0.62
0.80
0.69
0.74
O.TO
O.fiJ
O.flft
1.03
1.09
1 31
'2
o.as
0.61
0.71
0.81
o.w
0.93
0.97
1.11
1.21
1.28
i.aA
Kll
0.43
068
0.79
O.W
0.88
1 (M
1.00
1.35
1 .35
1.43
1.5S
o.«
0.T5
OM
O.OH
1.07
1.14
1.19
1.36
1.18
1.57
1.70
OIH
0.99
l.U
1.30
1.41
l.SO
1.57
1,80
1. 05
2.07
2.24
0,7J
1.16
1.34
1.53
1.C6
1.76
1.81
2 12
2.30
S.43
a.64
MM
m
l.SO
1.50
1.7-J
1 M
1,9H
a. 07
•J. 37
3.57
a. 73
2 96
CM
1.43
1 &4
1 68
a. 04
S.IB
2,afl
a.ao
2.81
2.98
3.28
«.w
l.U
1.76
2.0.1
2.20
S.33
2.4a
S.79
3.03
3.21
S.48
!S
i.n
l.TU
1.98
2.87
£ 46
S.fil
a.7H
3.13
3.40
8.60
3.90
K
i.i«
1.U8
S.16
8.48
9.60
8.85
3. OH
3.4:i
3.71
3.94
4.S7
K
I.W
8.04
3.38
2.67
3.90
3.07
3.21
3.S8
4.00
4.33
4.50
^
I,S8
2.15
S.47
a. 84
3.08
S-26
3.41
3.!ia
4 25
4.50
4.88
K
l.U
2.S7
S.61
3.00
a. a
3.-14
a «0
4 13
4.49
4.75
5.16
1.60
«.S8
8.74
3.14
3 41
3.ei
S.7S
4..W
4.70
4.98
5.40
1,W
?.4B
S.8&
3.38
3.55
378
3.98
4.53
4.90
S.19
5.68
W so-
2.92
S.86
3.85
4.18
4.4!)
4 63
B.fla
5.77
6 11
6.e:i
S.2B
8.76
4.3d
4.69
4.96
S.lfl
5.tHJ
6.47
8.85
7.44
from H'iberl BritrgH'spaperon American Practice of WarmiDK BuildiDgs
Jleam iProc. Inst. C. E., 1883, vol. Ixxl).
MJT other reKJstaacea and pressures above atmosphere multiply by
ipeclive factors below :
tier col . Cln. 13 in. 31 in. 1 Press, ab. atm. Olbe. 3lbfl. 301t)s. flOIba.
lUplyl.y O.liiOW O.BOelS ().^5l:ti<J 1 Multiply by l.n*3 1.015 0,!173 O.IMS
teglatera and Cold-air Ktucts for Indirect Steam Heatiiis.
4* l/xoiiiuUve Kives file foUowiitK table of openings for regisiera and
1-alr ducts, which has been found to give ftatisraiitory results. The cold-
boxes should have IHsq in, nn'a roreech square* fodtof rndiotor suface,
never less than ?4 Ibn section il area of the hot air ducts. The hot air
to ihould have ■.' mj. in. of «• < Honal area to each square foot of radiator
'tee on the flrat floor, and from 1V6 to 2 inches >>n the second floor,
.k'HI
•Uor Surface
iaSiscka.
^■qiiare foet
Cold-air Supply, First Floor.
Size
Register.
i ichet)
46 vquare iuchee = 5 by 9
60 " " = fli.ylO
75 " " = 8 Ijy 10
'• =9 by 10
•' =9 by 12
" =10 by 12
" =11 hy 13
•• = 12 br 12
108
120
135
ISO
inobes
«by 12
10 by U
10 by 14
13 by 15
12 by 19
12 by 22
U by at
la Yiy SO
Coldaif
Suiiply,
ad Floor.
inches
4 by 10 .
4 by 141
5 by l»i
6 bv H
6 by li
8 by 19
'.(? fjo "^i^o tpproxJiaate to the ruins giveti, aiidVtvitiW
p^iUju^""' ^^^^o^of ^ B.ad a. full Ulatributton vbrom
540
HEATING ANT) VENTILATION.
Pbyalcal Propertt«a ot Steam and Coadeaaed WM
iiiid«r Condltlona of Ordinary Practice In VrarMlat
Steam. \Bi'igi;>>.j
I
I Stpain pressure i above atm...
^1 pur square iDcti^ total
B Temperature of steam
r Temperature of nir
n r>i(Terence = B - C
I I Hear Kiveii cut per niiiiule per
E -{ 100 sq, ft, of radiatiug-gur-
( face = D >; 8
F Latent heat of steam
'oltiiua ot 1 lb. wulitlit of steam
''Helit of 1 cubic foot of steam
Volume Q of steam per minute
tfl eWe out E units
= K X e -t- F.
Weight of 1 cubic foot of con-
deimed ivater at tempera-
ture B,
Volume of condeiiseO water to
return to boiler per minute
= J X II -I- K.
Hend of Btearn equivalent to
lainobtJg water-column
= K-e-H.
Stiuh-bcpply Maiks.
fHead A of steam, pquivalent
J to assumed i inches water-
j column for producing steam
[ flow O. = JI-t-0,
I Internal dlameMr d of tube*! I i„„t,
I for flow Q when / = 1 foot,i f ""^
Do. do. when I = 100 feet,' ' "
Ratios nf values of d.
VVater-Rkti;b.n Maims.
^He«d h assumed at ^-ineh
water uiiluuin for producing
full-bore wnier-llow Q,
) Internal diameter d of tube*
f for How y when / =3 1 foot.
Do. >k). wheo ( = 100 feet,
RAiio.4 of values of rJ ..
■ P. 9, 1', V »!'• each determlnei] fmm Ibe rormuU d = 0 tOUt
Sice of Steam Pipes for Steam Heating, (.Sm
Bteaiu iu Pipes.)-ili2t.i •>/ vitlical utaiii iiipm, Uneet tud'i
Wlltetl, Jleulini) niid I'mlilation. iTeb , 1W4.)
Diameter of pipe, IncbeR. 1 144 1^ t CU S tU 4
So fr of .nllator surface ^0 70 110 230 gwJ MO SIO 1110
' branch pipt for a givet) exteut of rulUtor surteee 1
"r fhttn a vertical pipe for the same surface.
.'ives ihe iollowin)(:
I fr. 'nmximiiiiii.. nA 3r» rS» ti>?( [J
n iii'i'i i^un M.- very ^««l^V^^VJt^Vls^^»• \
"TI
HEATING A QREEXHOUSE BY STEAM.
541
^Bl-lncb pipe may siipph' from afxxi to tiVW sq. ft. of surface, a 8-
^■nOO) sq ft . ami a lUliicli |iipe f(ir l.'i,0(X) tu .H) (100 an ft , if (be
^Bun fruiii hoiler Is uot too ^mit. Lessthnii I^^inc-li pi|« slioiilJ
pVnoriznntaJly In a main iirile:?g for a sli>i;l>- riuliator (^onnrclinii
, by llif BalH-iJck & Wiicoji Cu., says; WIimfb Him oomleiised naler
t«1 lo tlie bfiilfr. or wlifrc low prensiirv of stcniii is uKeil, lliedtoint*-
laliib l>-il(lliiK from Cliu boiler tn tli>- rniliiiliiiK-Hiirfiicci hIioiiIiI lie
inches t-i mie tenth thi' square root of the nidiatiiiK-siirfiice. (iiahis
. ill sguare tent. Thus n 1 liieh piin; will supiilj UM sipiarw feivt of
Itself iDcluded, Reiiirn jiiiics NlioukI lif fit. ItHsi ^^ mcli in dlHine-
never le«8 thau oiiehulf rhe diiiiiieter rji tlio main— lulieer reluiiis
S larjrer pipe. A lli.irr.iisjh flrjiinn(r>" of Mimiii jiipes wilfrffectiially
all crairking and iiouiidiiig noises tlipn-lti.
Wotff'* Practice.— Mr. Wolff Rives tin? follow iii)f flgurps sliowhii; lib
practice (I89T) iu proportionint; mains mid retiirns. Thi?y nro Imsed
Umatecl loss of pretwure of 2S for a length of 100 ft. of pipe, not in-
kllowance for Ijeiiils and valves (see p. 078). For longer ruuii dlvldn
nal units K>v<*n in the table by 0.1 ^lungiJi Im ft.. tIttsideH giving th«
muii the table uliio iiidlcateij thenmniiiit o1 diretrt rndiniing emrfaoe
o st<*sm-pi p<^ can •.npply.nn the linsin of an Bniis,«ion of aiO llierimil
■ hour for e.-ich !«ijiinre foot of dircfCt. radiatiiifr Hiirface.
Size or Pipes for Steam Heatlngr.
|S lbs. Pressure Mhs. Presstire _ c V
• ziJi' 3 3,3"U
^sl
csstire
-■J '
ii
_; r*
.as-z
*a
l|l-^
In.
BO
ri
1«0
0
ano
7
4nn
K
1 8«0
0
15110
10
aiioo
u
S'-TO
u
4(iO0
ifl
_ ■ Grecniionse by Nteam.-Wm. J. Baldwin answers a
ihe .iiurricaii Miirliiiuirt as beKiw : With five poundB steam-
•, how iiiaDy square feet or Inches of heating surface la nece-ssai")' to
I square feet of (class on (he roof, ends, and sides of a ^reenhoiiKe
lo maintain n night heat of M" to 65°, whilf the Ihermoinetrr out-
ees at from IR» to iO* below zero ; also, what boiler-surface l.sneces-
(Phleh Is the best for the purji.ise to use— 'i" [)i|)e or 1 1,4" pipe f
Relianie aiitliorltlos agree that 1.35 to l.W) cublo feet ot air in an
I space will be cooled per inlniiteijer sq, ft. of glass as manj' Oeirreea
DternHl temperature ot the house exceeds that of the air out.Kide.
I + 65» and - »)♦ ihei« will be a <liffer«nee of SS", or, gay, one euble
llrcooind IST.S* F. for each Rq ft, of glass for the nrnat extreme
n mentioned. Multiply this by the luinilier of nqnare feet of
d by 60, and we have the number of cubic feet of a>lro<>caled 1° per
lliiii the building or house. Divide tiie iinniber thus found by 4S. and
the uiiiiK of heat, required, approximately. Divide again hv 9JJ{,
ill iiive the number of pounds of steam that tmist be conileiised frotu
ire and temperature of nve pounds above alinoKphem to water at
e lerniwrutiire in an hour to nmintahi the hent. Each square fool
iMof pipe win condenw from *i to nearly 14 lb. of steam per hour,
IR ■■ the colls are expowd or »vcll or jioorly arranged, lor whieli
ige of Vi lb. may be laketi. According to this. It will require 3 sq. ft.
mirroce per lb. of steam to he coiiilenseii. Prii|>orclon the heatlng-
of rhe boiler lo have about one fifth the neliial radiating-siirface, if j
■ ■]> Hteam over night, ami iimportaon the grate to bn:
■ iinds of coal per sq ft. ol^ grate i>er hour. With vei
I. lui takes plnce In ha.se.buridng boiler.*!, the grale
i«D<x/ ti'c r«'/r to art- pouihlfi ot coal per hour. It i» cheai
y4''jHpr tbmii of f, and tlit-re is notliiiiK to be gained
mtbe colia are reijr long. The pipes la a Ereeutouae
I
I
I
542 ffKAUNG AND VEKTILATIOX.
under or In front of the benuhes, with ereiy chance for a ipwdd
of air. "Header" coil»Are belter than "r«tiini-benij" coils for tU*
Mr. Baldwin's rule may be given Ihe following- form ; I>et H = k
transferred per hour, T-= temperature inside tliH Kreenhouse. t gj
ture outside, S= sq. ft. of gloss surface; then W = l.SSlT-
= \.S7fiS{T- I). Mr. Wolff's coeffieient K for cinglo sfcjUgM
H= I.II8S(T- t).
tIeatliiK a GreenI)oa»e by Hot Water.— W. M,
Richardson & Boyuton Co., in a Icciiire before the Muster PliufllW
cialioD. \. Y., 1889, sa^s : I fiixd thai while ^leenliou.'^g nere
heated by 4-inch and 3-inch oaat-lron pipe, on ac<iouiit of the Urgi
•water which they contained, and tliesuppMitlnn thai they (;a»e h«
faction atid a nioi-e even temperature, florist.s of lone experic
have tried 4-inch and Sinch ca^t-iron pipe, and also J Inch wrai
pipe for a number of years in heallnjj l heir greenhouses by b(
and who hove also tried Bteam -heat, tell me that they pet benerw:
Kre&tereconomy, and ore able to maintain a more pveo teniperatni
inch wrouRlit-iron pij>e and hot water ihan by any oilier Bystem t
tised. They attribute this result prnicipnlly to th<- fact that tbia
conlainn les.'; water and on this account the iieat can be raitied and
quicker than by any other arrangetneni of pipes, and a more Mitt
perature maintained than by steam or any other gysi«m.
HOT-WATEB HEATING. ^|
(Nason Mfg. Co.) ^^
There ar« two distinct forms or modlflcations of bot- water appai
pending upon the temperature of the water.
In the Ilist or npentank system the water is never abo'e ml*'
ture, and rarely aliove 200**. This method always give» !«tl«factl
the surface is siiffieiently lil>erBl. but in vnabini: it so its cost Isooai
g]'eater than that Tor a steaiii-henlini; apparatus.
In ihe seei^nd method, KouietinieK cnlied (erroneously) high-pm
water heatiiif;. or the closed-synlem apparatus, (he lank iselotnl
provided with a safety-valve set at 101bs.il is practically as safe ad
tank system.
Law of Velocity of Floi*.— The motive power l.( theoi
in a ((ol-water a]>piiruius is the diderence l)et«efn the y
the ascending and the descending pipes. This effpcli-
sntall, and is eauol to about one grain for each foot in '.
gree difference between the pi|>es; thus, with a liei|.'l i i : .
and a difference between the teinpenitures of the 111 Ml ! -■ : i
the difference In their specific gravities is equal to.s ;tl . r im -, u -i.
Inch of the Nection of return-yiipe. and the velocity of the circul»tii
portioned to these (lifffrenc" in temperalure and heiglit.
To Calcnlalei Velocity of Flow.— Thus, \> iiji n lifiEhtO
ing pipe equal to 10' and a difTereiJce in lemperatiit • 'wai
plp<»s of 8*. the difference in llieir specific gravities ' tl
-t- TOlX) = .01 166 lbs., or x 2.31 (feet of water in one j 5 ft
the law of fulling bodies the velocity will beequalio 8 t
■econd, or >: BO = 78.7 ft, per niinnte. In this caleulatk"
lion Is entirely oinilt«-d. Considerable deduction mll^'I
oecount. Even in apparatus where length of pl(ie Is i
KitKss of latter areas and »itli few bends or angles, a i
•fction must be made from the tlieoretlnal veioclry, v...,,
complex apparatus with small head, the velocity is so am
friction that sometimes a.s much as from 60t to 00:1 must b* (
tnoi II... fr.,.. rtite of circulation.
^' ii"s from the healer, from which brancbe* may
to i I to the pniclnf of taking off nearly as mnny (
hi a ; ... ... .[• are radiators to niipply,
It IS not iiecessarv that the main flow and return pipes I
capacity that of all their branches. The liottesi wafer will (
l^v^l » liil.' .Tiivii \ mil .mi,.- n.i even distribution of thu 1
»nr: . ■ ' !
I' '■«\7.e of tlw vertical maliu Ml
;>• ■ ,.., ; .. v..cUftiw>r.
•- h bot w atex. iW riVi— ">Trt. >» \
» 1
HOT-WATBB HEATING. 543
1 of the pipes consequent on IutIiik their temperatures In-
tti taok is required to keep the apparatus filled wild water,
ixpaniiti 1/24 of Its built on bejnB lieated from 40° lo ai'i«, and
1st liare capacity to hold cerlaiiilj' this iucri-iuiml bulk. It is
that the supply cistern lie pinced on level with or abore the
of the apparatus, in order to receive the air irhivh collects ta
i radiators, and caijoble of holding at least 1/SOof the water
apparatus.
Imate Proportlona or RadiatlnK-oarnice* to
bMc Capacities or Space to be Heated.
[>Ot 0
iBce 1
f Ra
In Dwellings, In Halls, Stores, In Churches, 1
.rill
.Sclioiil-roorns, Ix>ft8. Facto- Large Audito- |
Ith—
Offices, etc.
ries, etc. riiiins, etc. 1
ktuiv di- 1
ter radi- V
BO to 70 cu. ft.
66 to 90 cu. ft.
130 to 180 cu. ft.
iture di- |
Iter radi- r
30 to 60 " "
35 to 66 " "
TOtoiao " "
aiure in-
water ra- >-
30 to 60 " "
85lo75 " "
70 to 150 " ••
Itare in-
Irater ra- >
aOlo40" "
85 to 50 " '•
50 to 100 " "
t or main and Braneb Pipes and square feet of coil
■will mipply, in a low-pressui-e hot-wnter ati|>aratu!« (212"* for
rect ra4iatioo. when coils are ai rlitTerent altitudes for direct
B the lower story for indirect radiation:
Direct Radiation. Height of Coil above Bottom of Boiler,
In feet.
10 1 20
SO 1 40
50
60 70
80
90
100
q ft.
Rq.ft.
sq. ft.'su ft.
Wl. ri.
sq.ft. sq.ft.
sq.ft.
sq.ft.
sq. ft.
00
M
58
66
57
59
61
63
65
68
8»
03
05
96
101
ion
108
113
116
121
NO
144
149
15S
158
ISl
160
175
188
169
Sft!
aoo
214
a*i
ass
835
*13
858
afii
271
a-v
870
aa
303
405
413
433
449
4(15
493
Ml
677
SUA
013
633
643
678
701
727
7.55
807
8S&
8i«
888
918
941
Si74
1009
1040
1086
1000
iisa
uw
yjiii
1241
issa
1887
1374
1425
14.«0
»ae
1478
1530
1571
1 921
1064
1788
1705
1801
1888 A
181-
I8TI
19-27
lfl«8
•Mra
21'.«0
8103
2272
2.H56
s^^^^l
£344
8309
£176
i454
2531
a.'JT4
2713
2805
2B07
^^^^H
aa^in
3341
34-J4
3;.5«
3648
3763
3807
4036
4184
4^^^^|
4396
4MS
4ti64
4(108
4904
513a
5308
6496
57kX)
^^^^H
6741
tm-2
00*)
Oi*l
64M
8616
61132
7180
7444
T^^^H
7S08
74*4
7;o«
7952
8308
8482
8774
9088
9424
9T^^^^|
8876
039C
9516
9816
10124
10296 10852 ll'JJO
no-.*
iso^^^l
Homo
niao
11919
11879
laao-i
]2««i6 13108 Il.-i576
Ml»78
14890^^1
■wS
11364
13696 14S08
14592
l.VKa 155S8 Itil4-1
16736
17374^^1
^BS|
IIMIS
16090 10591
17186
17097 '18.307
1S961
iflu|y
^0100 H
^^^H
18109
18868 1IH83
I985ti
20528 21282
21984
w^^p,
«IT88
81419 SHW
2S80I
23,WI !a«73
2S3H.
^^^^^^^^^^1
p"*/
«aMS 34320 aitae j35(m jmM \irTm \»nBi{
^^^^^H
[ ^^^^
^
^1
I'
644 HEATIKO AND VEKTILATION,
The b«8t forniK of bol-irater-b«atipg boil«ra kr* prO|
(ollovrs:
>poniaa<^l
I
i
1 sq, ft, of i;rate-gurrae» to about 40 so. ft. of boiler-mrfMr.
1 ■' " honer- '• " ft •■ " radl«r.ipgM4«<«e«.
1 " •• grnt*- '■ •• SOO •• '•
Rnlea for Hol-M-ater Heatlne.-J. L. Baundcn □(•U^
VrotilatioD, Dec. 15, ISM) (sivea the f»l|un-iDp . Allow t »q fi irf n»
surface for every 3 ft. of plass surface, and t ■sq. ft for erery lu a*
wrill surface, also 1 aq. ft. for the foUowioR oumhers of cubic f«H <«l
In the several cases mentioned. !
Indwelling'boiues: Libraries end diofne-rooms, flnt floor.. Sto ^^^
LReceptJcm h«ll», flrsit floor - 40 lo »,
Stairhalls, " " WW ■
Cbatii hers above. " " , SOlo •
Libraries, »ewinpr-roonii, nurseriM, etc..
above first floor .... 45to M
Bathrooms 80W N
lc-schoo1 rooms . tOlo •
a aoto •
orles and stores Uto ■
AEwmbly balls and oburcbes tOUtW
To nnd tbe necessary amount of indirect radiation required tobf«l«l
riDj the required amount of direct radiation ni'i-<ii-,iiiii' t<. ti»e ,*^
method aiid add SO?. This if wrougbt-irou I)1|h
iron pin indirect-stacli surface is used it is advi
S/z^'tf of ftolttir fiues^ col,l-i\iy ihtfia, aiuf ■ . .
Hot-air flues, first floor: Make the nnt int^'ruai art.. ■•>• «4
h^ so in. to every square foot of radiating surface in ' • acl
air nueg, second floor: Make the net internal area of tL . ,.ii*H
to every square foot of radlatine surface in the indir><tct blucii.
Cold-aiy diiclM, jirMt floor : Make (be net iDteroal urea i>f tlir aiMI
toHsq. iu. to every square foot of radiatioK snrfaw I" iti" iu'liroct
Cold air duels, second floor: JIaUe the net intHmal : 'iiK*
to ^i sq. in. to every t^quai'e foot of radiating surfacr •%'« il
Hidnir rei/Lslrrs should have Ibeir net area oqual iu ^ . : - ires
hot-air flues ' Multiply the length by the width of tbe r«Kk»ier ia mc«
of the product i.¥ the net area of register.
Arraneement of Iflalna for Hota^ratAr H«atlnf . I
Mackoy. Lecture before Master Plumbers' Assoc. N. Y.. 18SI i-Tfct
two diiTerent synti'ins of mains in general use, either of wbicb. If |»
placed, will eive Rood satisfaction. One is the talcing of • slnKlr hi
main from tlie beater to supply all the rudiatora on the BtfverBl flooc^
correspondini? return main of the same sire. Tbe other is ll>e taltl^
nuoiber of S inch wrotiifht-iron mains from the beater, with tbe warn
ber of return mains of the same i<ize. brauebiot; off (o the sevftal IW
orootls with l)<4-lncb or 1 inch ri|>e, according to the sii^ »f the raill
roil. A 2 inch main will auppiv three Iij-inon ur four 1 Inch brmailfc
these branches should lie tukcn from the top of the bOrUooUi atfli
nipple and elbow, except in R{>ei;ial coses where it ia towi meeBmUftt
the flow of uater lo the U'ar radiator, for tbe purpose of smMkIN
latluii in the far nidlator : In this case the branch ia takaa fmaKttn
the licrizontal main The flow and return maiOB>reiMBiaUynMiOt|
Kuxiieudod from the basement ci'ilini;. and should have a Kiailaal MOi
Ihe heller to tbe radiators of at least I inch in 10 feet. It Is ciwUmal
au .idvuiitniie vhere Klooh mains are us^d, to rediuw the siae of tk*M
every point where a brauch i.s taken off.
Tbe BhKla or lar^ ni is best adapted for lam buMNI
there is • limit as lo siz ■ hicb it is not wise to go b(j«Ht^
ally iViucb. exiviit in M
Til' Mail pipo necessary for 100 sniuir»f»*««Hl
railiM i>p,ktiii:; is ?.'< »<iiiare iaelica. atule tbe hoisl
I F~i)uare incht-s uf area, Tbere »h»ul
: >ji the puri>o8e o( couirollioK ttaa amouBt <
'-ndini^ on tbe severity of the veatlier.
SYSTEM OP HEATINS AXD VESTTLATING. 545
BliCVrER SVSTEJn OP nBATINC AND
VENTILATING.
t
rorides for the use of a fan cir blower which takes Its supply
Dm the outside of iho ImilJinK to be hented, furces It over
kted oilher centrally ur divkltfU up into u iiuiubur of indopen-
h1 then Into the Bsveral duclB or tlui-s k-adtii); to the various
loveuient of the warmed air ia puaitivr, and ihe delirery of
v&rious points of supply is certain and eiitii'ely indopundent
BCODditionii. Forengiuee, fans, and Kteuni culIiiUiied with the
I see page 519.
■Its with Radiators of 60 sq. ft. of Snrface.
tec., ISua ( — After hnvinR determined the volume aud tern
yt %varia au- passiu^ through the tluet! and nidiuiurs from
a fan was applied to each Iiue, foreiut; in air, and new sets uf
were made. The result.s showed that more than tuoaudone-
JDuch air was warmed wiih the fans in use, and the falliti^ off
Mre of this greatly Inereased ali-volume was only nhoiit Vi.fiS,
on of bteani in the radiators with the forced-air circulation
fl(!^ greater than with uatural air draught. One of the
rt figures obtained is as follows ;
Natural Forced-
Draught air
ill Fhie. Circulation,
air i>er minute 45T.5 liHT
N> of steam per minute in ounces 11. T 19.6
hire tn radiator, pounds 9 6
fe of air after leavins radiator W" iH'
\ " " before pnssiu); through radiator. 61° •!•
rodlallnc surface in liquare feet 60 60
Mn bot)] eases 13 x 18 inches.
pbably an error in tlie determination of the volume of air in
I appears from the followinp calculnliun. (W. K.I Assiiuib
km in condensini; from 9 lbs. i)reM.stire Hnd cooling to the teen-
Bch the water may have been discharKcd from the radiator
iat-unit.s, or 6i 5 h. u. per ounce; thai the air weighed ,O70 lb,
pad that i(!« specific heat is .238. We have
I Natural Forced
I Draught. DrauKht.
kr Btoatn. ounces y 62 6 = ™ )'«5H.U.
fcolr, cu.ft. Jc.orexdUT. ott«in. >i.288= 878 I39fl "
[Of forced draujrht tlte air received U< mora heat than the
L whlcii i.s imposaihle. Talcing the heat given up by the steam
ileaaure of the work dune liy the radiator, the. teiiiperatiire
123;", ami the average teinpf-rature oC the air in ihe ca.-w of
it at UW and in the other case at IB", we have for the tem-
fciice in the two caMiS 13."i° and 14J° re.spectivelv; dividing
aeat-unjl.s we hml tliat each stpiare ftHit of radiating surface
Dteai-iiniis per hr)ur per degree of ilifr>?renoe of temperature,
pnaturaj draught, and 8.5 beat-uuiiii in the case of forced
bt m° - 1W4 li'-ai-unitij per >.iuaru foot of hurfacei.
fen's Houiii'iipiithic Hospital in Thilndelphia. iWD feet of
pleats ii.Vl.tHtt) cubic feet ol Kpace, ventiljitiug as well; this
|iri' r.of ..f |.i))e surface for aljout IVJO cubic feet of npace, or
lii >• I'.KX) cubic feet. The fun is located in a s.-pa-
|i from the hospital, and tlie air, after Ijeiin,- in- it. .1
iiroiigh au un.iersfround l.rick dtici with a i"s- of
SI! i-..lil tteatlier. i H, 1. Snell, Trans, A. S. M. K .ix IiK!.
Bnlldine to 70° F. Initlde ivbon tite OiitHide
Is Zero,— It is customaiy In some contracts for heating
i tllB apparatus will heai the infeiior of the building li> 7t)°
..^Ibiituiay not he practionble to obtain zero weather for
\ test, it may be difllcull to prove the p<Tformunee of the,
, Macgovern, in E\tmne.i;iiug h'e^nrci, Feli. ,1 lMi4,
ig to show that a test may be made in wiiillier of <
I lero, if the beat of (he interior Is raise(\ i\\>c>ve1
trMure of the roomn the Inwer is the etHciency uf
•~i the efficiency depeade upon the difference \v
646
HBATIlfO AND VENTIliATIOIf.
temperature ioolde of the radiator and (he temperature ot th
concludes that a, heating apparatus sufflcltint to hpal a f^ven I>|
in zero weatlier wllli apven presmre of steam will be roiin*! i
isame building, stBaiii-presstu-e constant, to 110" at 60«, 05" at sf
and '4° at 3-.'°. oiitjiiile It-mpHratiin?. Tbe accuracy of these f
has not been texttid tiy t>ipeiinient
The followiuir solution ot (he question is propoced liy tb<r aiiit
results quite different from those of Mr. Mttcgovnru, but, like (bi^
perimenial oonflruiatlon.
I^t S = sq. ft. of surface of the steam or hot-water radlatorj
H-'= sq. ft. of surface of eiposed walls, windowa, etc.;
r« =T teuip. of the steam or not wnler, T"] = t«tiip. of Insid
or room, T^ ~ iwnp. of outride of liuildlii>r or m<tn
a = heat-units transmitted per so. ft. nf surface of radii
per degree of diffrrence oftrmperature;
6 = average heat'Unlta transmitted p«r sq ft. ot vralU |
de|;r>^ of dUrereuce of temperature. Including i
Tenlilation.
It ts assumed that within the ratu;e of temperatnrrs consider
law of cooling holds good, viz., thiil it is proportional lo the
temperature between the two sides of the radlallngsurface.
Then oS(r« - T,) = 6 JTtT, - T,).
T4- T,m ar. - r,) j
U Ti B n>, and r, <: 0. C =
r, =
T»-TO
Let -- =
aS
Tb + CT,
C; Ihen
1 + 0
c-
r.
vo
Let T, = UC,
ThenC= 1,
S1S.6'.
8.05,
I
From tbeae we derive tbe followlo;;:
Temperature of
Steam or Hot
Water. T:
MO*
SI4.6
306
Outside Temperatures, r»
- BO* - 10° 0" lO" M*
Inside Temperatures, 7*1.
(» TO T5 90
flO
63.S
8i.3
Efcatlne br Eleetiirlty.— If the electric rurr«nui are |
a dynamo dnven bv « tilt»>m'L-o(|rine. electric heacincr will iiruc
sive. since the sieam" npne waxtes In the exhnnst-sieaiu I
about W% of the heat-units supplieti to it. In direct st«'a
jfo.id boiler and profierlj- covered Mipply-pipes, we can
tlie toial heat value of the fuel. One pound of coal, wiUi si
]8,0ii0 heai-nidts, would supply to the radlalora about 13,(W|
hext-unilg. In electric lifntini;, suppose we have a flfi-clii^i
eneine developing 1 HP. for every S lb«. '' ~-'
This would b(< eaiilvalent to 1,iW0,000 ft.-lhs -t- '
heat nnitu for I Ih. of coal. The friction of the n
tile loss by electric leakaire, and hy heat raii><«iM<:
wires. mif;iit reilnce the heat-units delivered as elec
trie radinior, and the«> converted into heai to 50< {.f
un|t,s, or less ihan one lirelfth of that delivered to •
direct steam- heiilinR. Klectrlc tieatiup, therefore, will pp
unless the electric current is derH-ed frnm water or wind j
Otherwise be wasted. (See Electrical SngiuserlDg.;
IM
WBIQHX OF WATBB.
WATBB.
Ion of IVaCer.— The followlne table elTa the relative voi-
.er at differouc tvmnemtiires, C( .....
■g to Kopp, as correctea by Poner.
t water at dlfferouc tvmpemtiires, compared Witb tts volume at
edby "
1
■
Fahr.
Volume ,
Cent.
Fatir.
Volume.
Cent.
Fahr,
Volume.
K
89. 1«
1.00000
Sa"
9b'
I.005SB
:d*
158»
10S241
^B
41
1.00001
40
104
l.OOTUT
.75
167
l.OJilit
^H|
«0
l.OOi^
45
113
1.00967
HO
176
J.0-i!87-i
^^B
BQ
1.0006S
60
\a
1 OlIrtB
85
IW
1.03J18
B^
ee
l.OOITI
65
131
I.0I41!:!
BO
ia4
I.OaSTO
Hl
77
1.00-.S6
eo
140
1.01678
35
!iM
:.o;i9«
B
86
1 .004 J5
S5
140
I.OlflSl
100
Hl'i
I.OJSifcJ
- 1 .04S3S = 60.633, treieht of 1 cu.
^rieht of 1 eu. ft. at SB.1° F. = 63.4245 lb.
U 212° F.
Velcbt ofTKTmiw «t DUTerent Tempermtarea.— The weight
^t«r at maximum densltj, 39.1*. U generally laktM] at tlie figure Riven
ikitie. 0S.425 lbs. per cubic foot. Suine auiUrjiiiieH k1^<> o^ 1<'W as
The figure 82.5 commonly given m apprfniinale. The highest
;acive figure is eii.423. At 0J° F. the flgur<rii range fioiu 63.391 to(i;j.3ti0.
ireC2.S55 U generally acccpied aa tlie most nccurate.
" F. figure* given by different writers range from 62 379 to 62.418.
rea the latter Qgure, and HamUtou Smith, Jr., (froiu Koseltl,) gives
rTii '_• r Water at Temperatnrea above aij" F.— Porter
.i*nKine liulicatur," p. 5:i) says ihat noLhliig is knuH'n
"U of water above 412°. Applying formute derived from
KctitH iii'i'lt* at lemperature.i below ;.'I'."*, however, tlie weight and
finbove 212* may be calculated, but In itie absence vt t-JCiiprhnetitaJ
ire not oertHiu that the fornuilie liold got>d at hi){^lier Ifnipciatures.
-til. In hit) " Kngiue attd Boiler Trlalx," eiveii a luljle from which we
i fotlowiug (neglecting the third decimalplace given by him; :
|o
S.2
SS
fs
io
- s
i u;
fi fc
•uT 3
e fe
„- 3
s &;
u'3
fll
III
1^1
pi
.SfcS
tso
67.90
830
55.53
430
62.86
490
60.03.
SM.64
«90
57.59
360
fiS.ia
430
52.47
600
49.61
SO. 87
SOO
57.26
370
64.79
440
58.07
610
49.20
&0.1U
SIO
66.93
380
64.41
450
61.66
G20
48. »
&8.SI
820
66.58
890
54 03
460
61 .SO
630
48. M
1 i^ :a
S80
56.24
400
53 04
470
50.85
640
47.94
LlO.21
840
65.88
410
63.2ti
480
50.41
5S0
47.A»
I B«at gives the following :
.-.alore F..
k (ivr cubic foot..
813° 860*
69.82 68.86
800*
350«
65.94
400°
54.84
460*
62.70
* itf Bgnrrm /r^ven by dlfterfot wrfters rte« Trans. A. 8. M. Ywi
tm AoMD iB.ie va if.S4£, areraging about 59.77, '
1
j1
^
^^V ^^^^^^H
U8
^
^^> WATEB. ^^^^H
tTelght or Water per Cable Fooi, f<om ?^ <o ?*?
uuils [>ri* p<Muul, I'fokoiied nbovt* 3iJ** F. : 11
lei-poliitiuf; the iiible given bv Clark as cak-
1.- f. .
ilai>
with corr>-i;
Tmtis. A. S
ioiiB for ttppaieiit errors, was i
M. E., vi. W. (For heat units M
ubb.-:
>ove xi'-i-" s'-v
MclllU
2.2
S
S^
CO
S'ii
K
>
n
a
"5
s
14
c
s
J.
1^
g
15*
■^ka
$
12^
?^ 8
H
^
C
f
a
H
oi.ea
a^
t- ■
32
(<-i.*i
0.
78
62.35 46.03
123
91.16
168
33
USA:!
1.
79
6.2 24 47.03
124
61.67; 92.17
IIW
31
CS.4a
a.
SO
62.23 48.04
125
61.65 93.17
170
33
63.4J
3.
81
e2.22 49.04
126
ei.liS 91.17
171
36
62. li
4.
8-i
62.21 50.04
127
61.01 95.1?'
172
3T
(K.4a
5.
83
62,20 51.04
128
61.60 90,18
173
38
tta. ivi
6.
84
62.19 62.04
129
ei.S.'J 97 19
174
39
(W.42
7.
85
62.18
tfiM
180
01.50 9^ 19
175
^^ 40
6J.1J
8.
86
03.17
54.05
131
6l..vr (Ki.2>i
t:ii
^K^
6J.4i
g.
BT
62.16
55.05
182
61. .52 ini) 20
177 ;
62.4..>
10.
88
68. ir.
56.05
133
61 .M 101 21
r«i 1
^^v^
(K.4a
11.
89
62.14
57.05
131
61.49 Uf2 21
179
V
lfc!.4-'
i-».
90
62.13
58.08
13.^
01 47 1(W 2-.'
1*
■
(e.4s
13.
91
62.12
59.06
ISO
«1.4rj 101 22
1.^1
■
6--'.4S
M.
fl-i
62. 11
fiU.de
137
6l.4'l W..23
IN*
■
62. IS
15.
SS,
02.10
61.00
138
61.41 100.23
!H3
■ 48
tii'.41
IB.
fi4
62.09
02.06
130
61 8'.1 107. 2 <
5M
■ 49
U3.4I
IT.
05
62. OS
63. o;
140
151.37 I •« r.
IM
■ fiO
6S.4I
18.
96
62.071 i;i.07
141
til-IO UI9,2;<
IMJ
■
0^.41
19.
87
62.Ptl' t.i.07
142
Ij1,3I 110 '.X
is:
■ &S
Ci.40
, Sl>.
OS
62.o5i ci-.o:
143
i-.l 32 111 2<.
lM!i
■ fa
Oi.H
■,'1.01
99
62.03; *i7.iti
144
61 3ll 112 2:
l!f»
■ 54
(K.41
a.'.tn
UX)
62.02 (>H.I)H
145
61.'* 113 2W
I'JI
■ 6&
6J.:l9
i'3.0l
•.'4.01
101
103
62.011 f.O.OM
02.00, T'l IW
146
147
61.21
1 1 4 2.K
1 1.-. 29
191
19-.'
GI 24
^^K67
63.311
^.0(
1(W
01 .Wl
71 ,iiB
14t*
ni 22 1 10 vy
liO
^^Pe8
us;.3^
^i,(il
104
61.97
72.1KI
149
01.20 117.^0
1M
■ S9
e;i..3S
27.01
105
61.96
73,10
l."iO
61. IH lis. 31
195
■ 60
(iv!.3T
V'ft.OI
K«
61.9.'
74.10
151
01.10 119 31
lUt
■ fll
B:i,3r
afl.Ol
107
61.93
75.10
LW
61.14 12«' 3.'
V^
^^Eea
6i.8«
ao.oi
108
01.92
70.10
153
61.12 121 XI
rx
^^■«a
C8.3U
31.01
109
61.91
77.11
154
61.10 l-."2.:!:i
!;>•.<
^^■-44
62. !»
32.01
110
61.89
7S.H
l.W
(ll.ttl l,'.t 31
SO"
^^B ^"^
UiM
33.01
111
ei.B-
'Oil
IM
fll 00,121.86
tti
^^m 66
&>.M
34. OJ
112
61 .ft
HI M J
i.'>r
01 oi!)2r..aa
^
^^r 07
6--'.33
35.02
113
CA.yy M,!2
l.'.S
CI 02 rjll M
V 68
6M.;i:)
3B.02
114
1 , :
1.'.9
01 1" ' ■■
■•.'1
■ 6«
fc!.«.
3r.o-.'
II .J
llTO
CO ■'-
■ TO
e.'.si
:iK.<h;
118
■ ;
1(11
00 - I
■
O.MI
MlJ.O'j
117
61.7," ,-,..U
1(12
1)0 '
^1
6-.-.:i<j
-llljlj
118
61.77, t'l' 11
103
00
1 73
CJ ;;'.
ll.'.IJ
113
(■'..•:'■ -:.ir.
i(;l
0'
■
tiV
1-1,1
t
H
1 .
■i 1 . 1 .
■l.J.(«
:■::
1
1
1
1 1 1
1 Cod
■pari
■on c
f Hoada of W««cr In Feet with VH
Varloua Vnltik
^^
Ooafi
»4
>ot of 1
vat<irB(89<.I Fnbr, ^ 63.43.MIm. <m the aqw!)
(14 -Ml,.. •'0 I^UI
1
1
1
-.am
I
M
•^Tf
I'BESSLEK OP WATEB.
54d
iiinic f.Kt, at 3(»*.l Fahr = 0.01808 foot of water;
— a.30T feetof water; ^H
•lies Of meivury =83.9 ^M
1 = 1.13S ^B
> i;. ikiid ODttatiiiosplierH.. s (MXi|i93 " ^ ^H
■ i\ wutyr t=: l.tv^ foot of pill's n'Ater^^l
' :' V = MSiVi lbs. peikq fiKil; ^M
• O-.'" F .. = 0.4330J llw. pei'Hq. illclt^H
Ml of water at B2" F = O.tWuia'i ^M
und of water on ilie sqimre inoh at ft3* F. = e..'«W4 feet of uatrr. ^m
■nre In Ponuds per Square Ineli Tor Different Ilcada
of Water.
1»T. 1 foot head = 0.4JS lb. per sqimn- tucli, .-jsax 144 = 6i^!i3 lb
tie foot.
reel
>
J
4.1M\
9 MO'
U.MU'
|T..<t.'0
21 I-
as.!
»0.:<i
34.6111
38.97t)
1
0.438'
4.7M,
9.0OT'
13.4^;
ir T.V!
39.4ft?
o.eco
f> ■
,S9.B»8
i.sg»l 1.732 S.165 J. am ami
,^.r/>!i fl.oei; 6.495 fl,'.«n! v. Ml
lO.BSr. ll.'A'jH 11.091
I5.1.W l.'i..'pHH IfiOJ]
av.''i9.4S!ilia,«iHL'o,3si
':M<iri!-.M.;!4H -.MJlSI
U6''-'8.,'i7H itron
■.•.4T.'i'3-',90H .S3,.'i41
:i.'i.9:ii) M..jr:jl3B.805|S7,-2aH »7.e!ri
l0.269|40.70aHl.l3,'>;4l .sen 4U.0OI
S
S 4(14
T.T94
|-,'.134
It;.4.'i4
•20.7K1
3. MM
H.Sfll
IH.HS?
•il.JI?
•,'.% lll^'ri.MTl
J1I.44I •jy.B?
:«i.:r4l.ii.a>7j
38.104 lys.sJTl
4-3.4S(l|4S.80al
rVect of Water, Correapondins to Preimnrea in
PonndM per Sqaure Iiien.
Uttre Inch = •3.3094T fi-ft linml, 1 iiliiiiM|ilii>re = 14.7 Ills. p*r»q,J
h. head.
S.-'JOO 4.0:9 S.O-.'H 9 ■»•? 1154713.857 10.166
4"i.4l>l '27.714 30. 11^':) 3j..'«>i :)4.fl4-i lilt. !)•>■.' :W.2H1
IS .I'l'l 'jt M>s ',.s ll(i 5.i.4-J7ri7.7!i; IW.Olfi i;--', l:".r.
.■.'1.^7.S.5-,"J80.S3I H3.U1 ^ '
■ .'W iMi.oi.ioa.u;) iiij.-.m !■
JJ.JO I-J4.71 IJO.liJ I:Jll ;« I :.
tth Ua.lil U^..^ 147 HI IM.I-.' li'J.J-
.»7 100.28 IW. 59 170 SKI 17^1 21 }".:y
W..U7 I.>«.38ilDl.«9 194 (lO,JIW.3l|IM.0l|2OO.!)2,
SIO.JO S14.4; <U.78 217.09 iH9,40iKl. 7] a^.O-.}!
i,'4 ".a
I77.ti.l
IS. 170
41.570
M«re of Water due to Its Welictit. -The preKsiirc nf Eitlll
II |i,,uii'l I" I M|(iiir<" lipL'li iigaiiisi the Miifsof any pipe, olinnnel, or
lintHver Is tine (Olely to tlie **hPO«l." or iM^i^ht, of tha"
Iter above the pniirt aL which tlip pressiii-e IB eon"
til .43302 lb. per square iuch for evei-y foot of hewi]
■ •..|imie foot for every fool of liemi lai M" F.).
;i<T Hqiiare iiifh i.s equal iu all ttlrvi-iiotiR. downward^, ilj^l
,1)!', aiiil is hidepemleiilof the shape or xiiieof the containing
ifwiiireafciil'iat a vertical !<iirfac:e, a« a retalniiiK-wall, ut uu^
•BCt n»'l" lo llie heoJ fthore Ihnljutint, iiicreaKlng from 0 ni \\'
I fa t minimum Ml Ihf holloin. Tlip total preS-sllTe Hi;a.lu>>v <%. %
s anJfs lirendtli Increases lu the nivu uf a rigUl.aut;*^ A '
WATEB.
I
WHOM perpendicular represents Uie lieiRht of tlic- kiiId nu<l wbM
diuSiii
repreBeiila the pi-essure on A unit of surface ot Ih- . 'aWIi,
creases as thf Bqiiare of tlie deplh. The suui of all i > pw
Is represented l>y the area of (he irjBiigle, ami ihe <■ ' im
*'C^ial lothis 8U111 exerted nt apoint one lliirii of the )>' ihate
(1 h<' centre of pravity of the nren vi a. trfangln is oim I(»KI
The hurizonlal pre&<ure is the liaiue if ibe surfnt-
vertical.
^Foran elaboration of these principles aee Trautwine's
the chapter on U.VLlroKtatica it) any work on Tliyslcs. For da
wnlla, etc., see Trautwine.)
The ainuuiit of presHure on the Interior walls of • pipe tuw noappr
effect u|M^n the amnunt of Ilow.
Buoyancy. — \Vheii a hody in iiiiinertied in a liquid. i> )
sink, it is Imiiyrd lip by a force equal to the weight of the
dispiiiced by the body. The wele'it of a tloaling iHHiy Iseq
of the bulk of the liquid that it disulacea. The upward pivsfure i>!
ancy of the liquid may be reirttrilea aD exerted at the centre Of cn
ihe di!<|>laced water, which is called the cetitre of piessiirv ur uf bui^
A verli(!al line drawn throMKli it ia called the axi.sof buo^..:
lion, lu a fiDatliii; Itodj' al rest a line joining; Ihe centre t>:
centre of buoyancy la vertical, and is called the axis ■ f t-;
au external force causes the a.xls of equilibrium to Ir
drawD upward front the centre of buoyancy to thiK :■■
cuts the axil) is called the TJie/areiifrr. If the iiietaci >'
of gravity the distance betwet»n them is calJetl ilie inciHreiitricJ
the body i« then said to be in Htable equilibrium, teixdiug to
orif^nal posiciun when the extenial force i> renioveil.
Bolllng-polut.— Water boils at -Hi' l\ > lOO* C) at tnean i
pressure at the sea-level, 14 696 lbs. per square inch. Tlie tfO
which water bolls at any given presAure is the same as the ten ^^
saturated Hteain at the same pressure. For boiline-iHtint of waWt
pressure tliau 14,6[)6 lbs. per square Inch, see table of the I'rosw
Sat united Steam.
The Bolllne«poliit or Water may be Ralae<l.
la entirely freed of air, which may be ace'oiiiplishi d liy f
the cohesion of its atoms Is Krcally Increased, so thftt'lt<
be raised over 60* above the ordinary boilinf;-]Kiifit ■
place. It was found by Fara<lay thai when such m
the rupture of the liquid was like au explosion. \V1.
by a fllin of oil, its bcillluK temperature may be rtd-.ci i-..i.yi l.m!.|j
iiji normal standard. Tills ha.<t been applied as a thvoretltMtl explaai
the instance of boiler-explosions.
The freeziug-pciiut also may be lovi'ere<l. If tlie wal- '
- 10* C, or lt<° Fahrenheit below the normal fre-
Smith, Jr., on Hydraulics, p. 18.1 The density of wai-
deuslly at Sfl". 1 lieinjf t, and at 32°, .999«T.
Frecilll£»polllt.— Water freeies at 32* F. at the oi>l i.
prewtiure. and ice melts al Ihesniue tcmperutuie. In then;' . i ■ .
of Ice into water at 3?* K. about U3 beat-units are alm<>rr>c<v
Intent: and in freezini; 1 lb. of water into ice • like quantity of |
out to ihf i^iirroundlni; medium.
Sea-wat«r freezes al 27° K. The Ice is frech. (T
Ice and Mnow. iFrom Clark. i- 1 cubic fool
.%T.5U Ihs ; 1 |K>iiud of ice at 3'." V. has a volume of .Hi .
Helative volume of let to water at lii° ¥., l.OBSi, tb.' .-i(«iii.io
into the solid 8Lat« being S.fAf. Speciilc graTity uf ioe s O.r
CJ* K. Itelnif I.
At lil^h pre«.>iures Ihe melthiKIMiint of ice Is lower than !B*|
the rate of .013^1° \f. for each aililitlonal alnioKpliere of pr*«
The speclHc heat of Ice is .fi04, that of water belUK '•
1 cubic fisit of fresli snow, accorilini; to humidity uf atmcMqili
I'i Ilia 1 cubic foot of snow molMteoed aud compacted by
W IbH (TrautwiDel.
"-..-rn'r fjcat Of Water. iFroiii Clark's SteAiim
■ ■f KcRiiault's foruuila, c = I -i- O.UtWOil-t-i
I cciflc heat u( water at any (empenUuns f ia I
:?HS!
THE lilPL'RITIES 0* WATER.
5Jl
c s a.
o.ooo
18.004
S6.0IS
W.04T
W.OflO
90.15T
t(K.a47
144.506
Ifi-J.6S6
leo.aai
l.OOOO
1.0005
1 .OOI'J
l.OtWO
1 .(Km
i.(n42
].oo:>6
1.0073
1.0086
1.0109
I.OIitO
1 .01,M
ii a »
^ ..I M.
i.ooa;
l.OOOS
1.0009
1.0(113
i.oon
1.0O83
1.0030
1.003B
1.0042
1.0O5O
1 .flor.B
Teiiipenv-
tures.
Cent.
rahr.
ViO'
3l8»
ISO
268
140
284
150
ao-j
160
330
:vo
3S8
180
sat
190
a74
aoo
392
310
410
2i0
iia
aw
416
SIT. 44;)
S35.T9I
.164. 1 »;
■v'9I.i:Ji
309.690
328.330
.H".0()4
365.760
8M4..'M'S
401). •»■
4•Ja.4r^
?z:
1.0177
I .mA
1 .w:e
1 .(W6-.'
l.(fJ9l
i.nctw
1 .MOl
) .0140
1.IHH1
1 .0,144
I .iMilW
m
1.0067
1 oirvfi
1.0087
1.0087
1.0109
l.OtSl
I oisa
1 .0I4«
i.oieo
1 0174
1 .0189
1.0-^04
•IbtlitT of Water.— Water Is very uliKhtly ooiiipi-msglblf.
billty is from .000040 to .000051 for one atmospliere. decreiuiine
of temperature. For each foot of pressure ni«tilled water will
J in Toliinie .0000015 to .0000013. Water is so Inconipresnible
> depth of a mile a cubic foot of water u'ill neigh onlj about
more tlmii al llit^ surface.
TBE iinPCBlTIKS OF W^ATEH.
Hunt and G. H. Clapp. Trails. A. I. M. G. ivli. il38.)
M nnAlyse* are iiia'le to determine concerning « Riven water:
c-ability for ninlfiiip steam; (2) its hardnens, or tht- facility with
II •• form a lalher" i,eoes8ary for washiuK: or i.l.p its adaptation
HUfacrurin^ pui'i»Ke8.
alo ni«wtiiigof the Chemical Section of tlie A. A. A.S. Itwaade-
rt all water analysea ia parts per (lionsiHid, liiimlieil-tlioiuand,
zraina per imperial (BriHali) K«.llaus Into parts j>er 100,000, di-
Po convert parts per lOil.OOO imo Kmln»< per LI. 8. srallott, mul-
ir.5(*3.
coniiiiijn commercial unalysi.1 of water is uiade to iletermine Its
HiAkfnfz: Hteam. Water oxnlHliiin^ more tliHii 5 pari k per 100,000
jbaric or nltiic acM ia liable ta cuise xerioiiH eorrosion, not only
B of tlir- boiler liHeJf. but of the pipes, eylintlerit, pistons, aod
Kbicli the ^leaiii coines in cinlact.
Msidiie in water iixetl for nialtiNg Hlenin cauM's the Interior liii-
ilers to become coated, and oflen produces a dangerous liar-d
1 prevent* the cooling action of the water from protecting the
ml burning.
I innirne<iia bicart>onntes In water loKe llieir enuBBK of earbonic
ling, and oflen. esp»-ei«lly when the water containn sulphuric
with the otiier *jlid reslJues constantly hein.: fovmed by the
r« very lianl and insoluliie scale. A iari;er iinioimt than 100
^000 of total fLoliil residue will ordiuaiily cauHe troublesome
Ulil condemn the watei' for use iu steani-lxillers, utdeas a
Dot be obtained.
IB tabulated form of the causes of trouble with water for
tid the proposed remetlies, given by Prof. I.,. M. Norton.
CADBBS or iMCBUaTATIO.N.
I •iided matter.
•-,1 sjilts from convent ration,
"lales of lime and mticuesia by boiUnS oQ
a}di tliciii ID *oiMloa.
WATBR.
4, Deposition of Biilpbates of lime, becnust; tnilphai« of llni«l
Bolubl« ill cold water, less soliibln in hot water, insoluble alv>«
&. DepoMtioii of iiingQcsia, because uia<;iieslutii snlt» drcort
lemperalurp,
6 Deposition of lime soap, iron soap, etc., formed hy oitp
f^rease.
Mean* ros Vtaeranma Ixcrdstation.
1. Filtration.
a. Blowing off.
3. Use of internal collecting apparatus or deviceo for dli
culation.
4. Heating feed-water.
6. Clienik'al or other treatment of water In boiler.
6. IntroduolioD of zinc Into boiler.
7. Chemicnl tifacinent of water outside of boiler.
Tabi'lab Virw.
Trouble.
Incrustation.
Troublesome Subtstance.
gedlmc^nt. mud, clay, etc.
Readily soluble salts.
Blcarbouates of lime, maKnesia, I
iron, I
Sulphate of liuie. "
Chlfpridf And sulphate of ma^e- 1 /-•„.■.«.!„„
siiim. f '-o'^™""'"'
Carbuuate of soda in large I ji,i,.,i„„
amounts, f rruniug.
Acid (in mine waters). Corrosion.
Dissolved carbonic
oxygeu.
acid and I
Qrease (from condensed water).
Organic matter (sewage).
Organic matter.
Prliuing.
Corrosion.
Remedy <
Filf
Br
)"■■
t Addiv
) burlu
t Addliinn i-.f^
( soda. etc
I Addition of
I ride, etc.
Alliall.
iHPB •' —
I Blue
Curb
j Sut
( Pi-ecl,t|rt
1 ferrir <
Dlllo.
The mineral matters causing the mf>Bt troiilileson'
bonateit uud sulphates of lime nnd mnBn«<in. oxi.-
and silica. The analjsejt of s>^ii)p of the most cuiii..i .. .
boiler-scales are given in the following tatile :
AnalyHes or Boll«r-ac«lv. (CliaiMtlvr.) '
Sul
IVr-
phal«
of
Map
lien (a.
Silica.
of
J
Lime.
~rT707
troo.
ii.r.C.&.B.KttS.,TXo.
1
9.»
0.n»
M.OJ
No.
i
71 ..tr
i.ra
• • 1
" •' No.
s
fi-2.HU
IS.iU
980
o.n
No.
i
na.os
4. 79
■ r«
J,,,
f,
lfl.*9
5.W
No.
0
ao.so
SI. IT
7:s
1 oi «
" •• •• N...
^
i M
«.B1
»0T
t.09 a
>• •• .. N|..
-
;i ^4
a.iH
0.«6
Q« ^
14 ll •! V
«.M
..i
8.M
,,^^:^
THE IMPURITIES OF WATER.
553
n Pat-Ii* per 100,000 u<' Water eiviuic Bad
leaulta in Sleani>bolIerB. (A. K Kiiut.l
, ^i
11
i
as
•^5
iJ
i
2
<
1
II
*"•
u
a
P5
Si
u
S
.a
c
i
0
1
1^
5
0
a.
_2
3
£
&
s
2
00 -c
ir-
^
U!
-
o
■4
u
^
"S"
119
89
S90
590
T80
*i
<M0
151
3H
l.«0
4K
H(UI
990
as
21
30
13.10
75
m
m
]i!0
81(1
31
TR
10
m
3B
1:^1
•il
TO
8J
lei
83
310
£10
88
aio
i.flo
ro
90
SO
8a
Bt 1 04
.
:mi
50
41 68
MH)
4S
33
tanc^s have bt><-n added with tlie tdtta of causiiii; ob«>inical
k will prevent ImUnr-scale. An a Keiitn'ul rule, these do luoru
Ood, for a boiler Is one of the woi-st p<jHKilile |il(U'es In which to
emicnl reaction, where it nenrly always causes more or less
the Tnetal. and iK liHble tn cause ilnii^enitm explosions.
here water riintaiiduK lar^e anioiitits nf total solid re&ldue ta
•ed, a heavy iieirolenin •lif, frvo froru tiir or wax^ whtcli Is not
ly acids <fr nlKaiies, not having liiimcleiit wax in it to cause
I. and which has a vaiiorliinK-iKiiiit ni nearly 000° K., will give
llts In preventinK tioilcrsCHle. Uh action is to form a thin
rer the holier lininjM. protecting tlieiii lartfelv from tlie action
I water and Kieaiing the gediiueut which Ik formitl, thus pre
Ormation of scale and keeping tlie wliii residue fl'otn the
if the water in nucIi a pliuiiic sn^ijeudfil conrliiioii that it. can
[ted from the l)Oiier by the pi-ocess of " i)lowinjc oiT." If the
llown off siilllclently ol'ten, (his .si'diineiit funiis into a " putty"
*s;itAt« denning the bulieris. Any tjoilcr using Ijttd water slioulil
iTery twelve horn's.
• of Water.— Tiie iiArdnCHs ol' water, or its opp.»it.ti gnatlty,
the eaKe witii wIiIcIj it will foi'ui a latlier witli soap, depends
»hHrui"in r he presence of conipnuttils of lime and ninenesla.
^ps connisl. clicniic illy, of tilenie, .Nteurale. ami |>iilniitale. of
l«e, usually Kixia attil potuKh. Tlie more lirnennd nirit^nesin in a
ter. the uuire soap ajjiven \oliinieof ilie water wiildeconiiwwep,
B.'«oluhle'>leate. pjiliniinie, nml stenratc of lime and niR^m^jila,
mtly the more noap most he ndil^-d to a K'lHon of witter in order
fuiry quantity of soft p may renniiti in suliition lofonn the lather.
Iiardiiv-:s of Kamplcs of water i^j t:cn<^rally e)fjireKse<1 in terras
r of fttundiird aoap measures cou^utned by a (faliou of water in
Tnuneiit lather.
■d soap ineasure is the quantity required to precipitate one
inulB of lime.
dy rt«el<oiied that one gallon of pure distilled water taltea one
to produce a lather. Therefore one i.s deiiigcted from the
of soap-measures found to be nt'ce^.'iHr.v to u.se tii prtuiuce A
Ion rpf water, in reporting the nmnlier of Bonp-measnreH. ori
hardness of I lie wjter sample. In act nally making I estji for]
•• minlrtt tire gallon." or seventy cuhie ccullmetr.'-, i^j useil
iiient iurji^el' amount. The standHnl ni**Hstii .
ten grammes of purecasMIe xoap (oiiitunn
' wcalf alcohol (of about 3.J perc nt iil.' .h.
li .jctly siiftlcient soiiji In '
I. >i>e nulli^ramme of cjivl
,11 , 1 i>olutJun is reduced tu i
f naif I lai-fri
nrf,1 ti lib a b'carbouare of lime, magne«ka i
WATBB,
It. will, on the excess of rhe carbonic add boioB t-xpelled, < . . _
erabltt quantity of Ihc Hint-, maznesia, or iron, ami conii<<|nMitlrl
will beso(t«r. Tlie liaiilneHS of the water after thla depodl afa
lone ImllinR. Ih called llie pennniieul hardnesM and the ilurereiMat
undtlie tuUil lioidiieHS Ik i'alU»<l tftiipomry hardufM.
IJiiie sails in water rract inimediatt'ly on soap-Holutlnna, prvclpittfM
oleate, |ialinltatf , or gtcaralti of lime ut ODce. AlatrneKia iiiilta, ua (to
trary, require some tonsideratile lime for reaotiuu. Tlit-.v «i», b»»
niorv powerful hordeners : one equivalent of mafcnesia sails cnwpndl
much tioapas one and oue-half eqiiivalentN of lime.
The preseuce of soda and p<ilu»n salts softens rather that) bantoai
Each gniin of carbonate of time |)er Ballon of water faiiwi> an iMTj
expenditure for soap of about i ounces per 100 pilous of water, ij
aVerrj.. Jan. SI, 1885.)
Pnrtfyine Feed-water Tor Steam-boiler*. - Ti> cflMl
puritioation of water tiefore and after Ijelng fed into n i...ii.r » .!.r«
ufuctured by the Albany Steam Trap ConijtBuy, '
the iuipuriti'"* i)y the process of a continuou.s ciiciil
the boiler, through the Alter and baclt Into the b«i:
impurities that are held in suspen.'^ion are lliii,« li;
and "arrested" by llie fliterinijr uifent contiilned In
pre.tsiire, and at a teniperalu>« iinilted only by tliiit <
It Is sonH'iimcs desirable, in the remnval of the mi: ;
from the feed-water, to beat ihc water up to nearly i
aK it Is in the tK>fler» and then to filter the same \^i. i.
boiler. The operation in a KPIieral way ie : The water Ik In
liHiial exhaust-heater b,r the feed-pttlnp. Afkd there it is f
hdiiHt from theenRlne, say to iiV)". and at this leimwratur.-
healer. The reheater oonsisfu of a verlieal, cylindrical >-i
series of water pans or shelves, ami so arraneed that as t!
it delivered into the top pan, and then overflows into (h.- -
dnwn the series to the l>ottom. and dnrini; its ti'su-
forniiuBtnaterial. Theolreulatini»-pninn takesthe wi.
the reVienter and forces it throug'h the filter on Its wh.v
Mr. W. B. Cofjcswell, of IheSolvav Troces* Co. 's 8o«Ja \Vurk«n):>>til
N. Y.. thus descrit>es the system of' nurincaliuD of tMdter ffAl-waWrl
at the.so works (Trans. A S. M. E., xid. a.M):
I' or purifying, we use a weak soda liquor, containlni; abo- •
NbjCo, pel litre. Siiy lU to 3 M' (or ?M~, to MO jr»ls i of 1 1
Into the preclpilBtinf; tank. Hot water almut 60» C. i.< il •
tlif reaction of tlin pieolpiiatton Bot'S on uhdn the ini
quires aliout l.'S ndnutes. When the tank \* full the w >
the Hyiitt (4). 5 feet diameit-r. and the Jewell (li, 10 t ■
au niioutea. Forty tanks treated per H hours,
Charsre of wmer purified at once- 3B M*, i.tii gtikm
Soda in purifylne reaK>'nt IS kes. Na^COi.
Soda used per t.llOO ^allona S.S lbs.
A fMimple Is taken from ea^b holler ererj other dar kud trnitfd (M
Bnuin6. soda and salt. If the deg. B is more tbtu) %, tbat boUcT to Moi
reduce il lielow 2 deg. B.
The following are some analyses K<ven by Mr. CVinsWell :
FLOW OP WATER.
655
^afd Water for liOcomotlTe (7ae. — A water-soft-
(r»M-fctiMn at Fossil, in 'NVeMern \V',v<'>min(r. on Llie Union Pa-
dtfscriljeil in Eihi'o AVip*, June !i, IWK!. It its lh«' invention
)U, of Kansas Oity The Benpial plan adopltnl is ti> first dis-
als ill aclo-<?<l tank, findtln'n oonm'Oi thisfo tli<^ v^nppl}' main
•Ills wiil Ijf frircfd itito 111** main^tniilr, tlie »u]>p!y-pipe being
it tlioroiigli mixtiii'i- of the !<oliiiian witli tbe Woter ia ob-
e-pipo ri'uiu the botiuiii oC itie (nnlc is apt^iied from time to
f the prei'ipitate. Tin- pipe leading to llie tender is arranged
*r from near the surface.
84 feet in diiimeter and it! feK liigli n'lll contain ntiout M,600
ir. About three bourn sUoiiht Iw allowe<i for tliiRnnioutit of
iroufirh tile tank to iM»!nr«> tlion>up;h pix'olpltatlou, irlving a
i!«iiniptioii of about 15,'I0(1 gallons i>er htinr. Should more
Hired, auxiliary spflllnKtBnksKhoulil he provided.
I added to precipitate the soule-formlng impurities are go-
and quicklime, varrln^ in proportions arcurdint; tollje rcla-
ol sulphatBS and carbonates tn the water to lie trea.ied.
I cartK>aate is added toproduee just eni>ut;)i sodium Hiilpliale
I tbe reinaiulne liiue und nla|;ne^4ia Kulpliate and iirmlucu
Its correspondiDif mn^egia salt, iherwby lo Ke' '"'d of the
'e, which produces (ouuUng, if allowed to accumulate.
rDRACTLICS-FLOW OF WATER.
[for Dlacharge of Water ttaough Orlflcea and
|"eot«nKul»r or ciix'ular oi-l (Ices, witij the liead measured from
rtflco to the surface of tho still water in the feeding reservoir.
Q= C \ igHY. a (1)
po allowance for increased head due to velocity of approach:
*
C = CM V «SH X LH.
. (S)
aaA circular or other nhaped vertical or inclined orlfleeii;
bo (be proponiiion that eacli successive hoiizontal layer of
^trough tiie orlflce has a velocity due to its respective bead:
Q = ci5i f to X « V'ja^>« - f H<»).
r vertical welrg:
(S)
Q = cH VigH X iJt.
(«
Firoxi-
or (3)
tot water discharged in cubic feet per second; C = app
ht for fornaiiss (1) and (i) ; r = correct coefflclent It.
keoefflcients c and Care given Iwlow.
b = 8,02; H — head in feet measured from c!enlr« of orlflce
[water; Hit = head nieasui-ed from boitoin of orifice; Hi =
from top of orlSce; h = H, corrected for velocity of ap-
f //+ - -; — ; a = area in squiire feel ; L = length In feet.
O '-iff
fater from Orldoea.— The tlitioretlcal veK^lty of water
I oriUce is tlie same as tlie velocity of tv fulling body which
I a heiglil equal to the head of water, = ^ ^H. The actual
■ Hinaller section of the vciiu ciintractir Is substeutiallv the
beuralical, but the veluclt.y at llie plane of the ■-
|ch the coefficient C has the nearly constant value
«er of tlie ceii<« conlyacia In therefore about .tO (
I tb» approxiiaaiB coelRcieat = .(8, and c Umi C
1^56
HYDHArLICS.
dent, the ratio - varies will) different ralluso' ijie hea<f to
c
of the Tertlcal oriflce, or to — . Hamilton Smith, Jr., gives lii^
For 5 = -s ff™ •• 1-5 a. an
5. = ,9«H .nW9 .WIS .9965 .0980 ,!»!>87 .9)K
c
For vertical rectangular orlflces ot ratio of head to width W
,a ,8 .1 1.5 S. 3. 4.
7i .«S88 .9993 .1
For H-t-DoT H + W over 8, C = c, practically.
Welsbacli given the following values of c for uircular orlflcei In atti
" — measured liend from centre of orifice.
— = .04SS .9657 .98S3 .9890 .9953
H ft.
.006
.33
.005
.8S I S.O
8.0
.641
48.
.«3a
For an oiifice i>f Ii = .093 ft. (lud a well-rouuded moutbpiecr. // I
. eflective htaJ in feet, _
c = .989
.W4
Hniiiiltmi Hniith, Jr., round lliat for ^reat heads.SI 2 ft. tn)
verginK nioi(tti|>icce«, <• lins H Taliif of about oDe. aiul for «a
orinoes In thin plates, wiili full 47»ntrnutloii, r ^ atfotit .40. 6
BmlllrKexpt-riiiirnlnl valrip!) of r for orlflees in tbin plates dlnci
air lire ax folluw.s. All diinennions lu feet.
Jtrcuiur, In sleel, D - .030, | ^:
( // =
fCln-iilar, in brass, /) = .OSO, j -^^
3lreulur, lubrass.O= .100,-} ^^^
Srciilar, in iron, /) = .100, | ^Z
qiiare. In bi-flsa, .05 X M, \ ^Z
nuarv, iu brass, .10 x .10, { ^^
k-etanBulur. in braNit, i H =
L = MO, H'= .OM ■) c =
F'lr tlif reelani^nlftr oriflce, L, tin- U-mkIIi. Is Imii/onlal
Mr. Suillli. as the reKiilt nf (he e<illmlnn of iniwh wTfwr
■"" ia« well an hi" ...,....■ i.. r.,.,. ,., . _.
till eouirac: <t|
[}>Ute. Ill v>
'\to Jliat > >. ,,, ...i.., ....„ ,,,
II' <,'f.*entcieul c Is t
'.) and (i) use tlw i
.T30
S.4»
s.to
.iMta
.«J98
.»M
.185
.i;»
I.T»
an
.6525
.•ISfl,^
.6118
.ooro
.l!»
.■)57
.900
i.:3
.63;JT
.*;i55
rooMt
taa
l.HII
1 HI
S8I
4«
,001.1
.0041
.m«s
.«0J«
.9)13
■ H"
j.™^
S.ftl
.0410
.«•.•%
.«IS7
.««
.l«l
WiU
J.TI
«.:»
.oai«
.6139
.OWI
.«o»
.'idi
.9i;
I.Kl
li.8S
.Mm
.e;80
.ft^MS
.ntMO
HYDRAULIC FOnMUL.1!.
of CoeOlrlent r for Vcrtlpal OrlHces with Sbarp
res. Fall Coutraetlon, »nd Pree Dlacharee Into
(Haintllon Smiib, Jr.)
Square Orifices. Len^b of Ibo Side of the Square, in feet.
'.OS
.03
.04
.M
.07
.10
.IS
.IS
.80
.40
.60
.80
1,0
.»3
.687
.C3H
,(W1
filfi
.611
.em
.645
.6.36
.6*1
.6X3
.1)17
.ftl3
.flIO .(Kl.'5! .601
..Wfl
.ROB
.us
.636
.6*i
.6M
.6lt!l
.613
.BIO
.G(IM .6it5] ,BllS
.(iOt
.niH)
tVW
.eu
623
.616
.61 a
.6011
.1)07
.flOfl
00131 ,fll«; .«0.i
.601
.(Ull
611?
.«a
.61S
.61^
.60«
.607
.OOa
.005
.605
.*;0I .604
.(W!
MYi
.me
.016
.«ll
0U8
.6U«
.sa-i
.004
.601
,«o;i
,tiie! Mm
.m-i
.60.'
.(101
.000
.(MS
.601
.»Ki
.(lO-i
.(WJ
.W2
.IW-3
.OOCj .601
(tOI
.6ni
m
;-?W
.Md
.MH
.WW
..^ilW
.SllN
..MttI
.MS
..VJg MW
.59m
.rm
• ftUH
Cruular Orifices. Dfninelerfi, in feet
M
,0H
.04 j .05 .07
.10
A-J
.15
.30 1 .40
.60
.m
1.0
.GIT .BiS
.61S
.61-J
.60t!
.Ofifi
.(MO
.6.301 .Oii .ms
.ma
.(MW
.tMJS
.601 .5!)fi
.593
.590
w
.cni
.C-a .617 .Bl'J
.««
. <HI.'i
.00.* .(HXt .50*
.505
.:m
!5W
.we
.521
.614 .610 .007
.Wll .«H
.fiOO .599 .Slltt
.5117
.506
.038
.614
.609 .605 .003
.OOi .600
..=.09 59«! .5!W
.597
..597
.60«
.t\H
.611
.W7 .6*14' .erti
.0(10 .tm
.5M .59!« .5!»
.,597
.596
.69<
f.i 1
iliV.
.603 .601 .SOS
.59.* ..-)!«
.597 .597 .5;i7
.596
..'iDO
.m
.109 598 .597
..^96' .5B()
..'tSU ..MtB .596
.596
.595
..W)
.503 .59h .r>fl4
.501 .59)
.594 .591 .591
.591
.6«.1
.595
f, ..J.,
.WJ filK .,'.!W
Mi ,592' .5»«' .Wi .598
.592
.5UJ
.SDJ!
lOHArt,lC PORMVE..X.-FIiO\r OF WATER IN
OPEN AND CI..OSIKD CUANNBLS.
of vraler In Pipes. —Tht- qimnlity or watfr discharged
I iiiiM' ,l<_'piTiils on ihf "liemi;" llial i;;, tlie vcrtii-al diMiaticu be-
iii-fac<» ttf KtUI water in the cbaiiiber at the (»ntraiice end of
Irvt-I of tliB centre of llii- dKclmrte- end of the pipe;
_-(li uf the pipe, upon the ehaivioier of its iurerior surfauu
and upon the number ami .slinrpii<:a.s ut tlm bends; hut
of the po»iUoo of the piiw, as horizoutal, Or Indloed
.iiards.
, instead of beiiif; an actual distance betwcpn levels, may ba
frssure, as by a pump, in which rase the liead is onlculared ax a
iince oor respond I lie to the pres.sui-e 1 lb per bq. in, = a.:lO0 ft,
_i head = .4;13 lb. per nq. in.
liesd operftliner to cnu^v floiT L>i divided into three parts: 1. TU«
id. ivliich is the hrisiit ibroiiRb which a body ni'isl fall in trncHtt
■••ily with which the water flows into the pl|>e = i'' -=-S.(, in
,!'ity in ft. inT K»o aoid A-/ = 04 32; i. the ititrii-hetitl. that
line the resistance to eii'trauce to the pipe. With sharps
,^ eutry-head = about Uj the velocity- bead; wiili sinootll.
fthe entry-head is tnappi-^iable; 3. tlie/r(c(('uii-/inic{, dM
glstance to H nv within the lii|>e. J
I of pipes of consi.leialil,- l(n.rlli lb'- ?iiiii 'r tli» cnlrvattd
||iili-ed HCaroely «xcf-f ds i l',-'i I" ili,; c:i-i- "l' l.uiir |ilpeal
^Je !<iiin of llie velocity mid miry li«y«i^euei:ilh ■.., Hninll
riieKbi-ted. ^^^^^^^^
I Formula for Flow orWa(.cr^^^^^^H|Con4]n1tM«
Ivelocity in per «ec. r | nicnn l(^^^^^^^^^^^ylop»
. Dg, for pipes running full = r > ./ '
tela a coettloleot dettmiiiuntl by ezperil
558
Btokaclics.
The tneAn hydraulic radius =
t-rea of wet croan-aecttoe
wet perimeter.
:i
In pipes nmDlne full, or exactly half full, and In iemlC'lreuUr
nets ruuniriK full it is equal to y^ diameter.
The slope = the head (or pressure expressed as a bead. In fi
■+■ lencih uf pipe nifajsured lu a at-»lpht line from
In open channels the slope b (be actual slope of (be gurra<<e.
unit of lengtli, or tlie sine of the angle of the slo|>e w iih the b
If r = mean hydraulic radhig, a = slope = head •*■ length, v
feet per secimi! all iliinen'^ions in feeti, ti = r i r t » = r ♦ ri.
Qnanilly of Water DlacbarKetf. -If Q = dischaiKa to coti
I per secund and a — ai-ea of cbaonel, Q = av = nc \ rt-
' a I r Is appmxitnalel.r proportional to the dtocbar^. ItisamaxM
SOK°, corresponding to 19/SO of the diameter, and the flow of a coodnB
full is about 9 per ceul greater than that of one couiplwieJy tilled.
Table giving Pall in Feet pernile^ the DlatatK-e oa
correnpondtnK to a Fall of 1 Ft.^ and also the Ta
of « aad I « for U»e In the Forumia r == c i r«.
( = H-t- L = sine itf angle of slope = fall of water-aurface (B), Id m
tance (Z>), divided by that diiitance. ,
I
Fall in
Slope,
Sine of
Foil In
Slope.
Sine of
Feet
1 Foot
Slope.
»*.
Feet
1 Foot
Slope,
per Mi.
in
e.
per Mi.
hi
*.
0.35
SUM
.00OW73
.00fi881
17
310.6
.UOKIVT
.30
1T600
.OOOftlfiS
.007538
18
2BS.8
.0031041
.40
1»«0
.onrv^7^8
.0«<nM
IB
2779
.«»'««
.W
10560
.0000947
000731
20
au
.01 «:(*:»
M
8800
.0001136
.010000
as
840
.a04i«Br
i
.T08
WSO
.0001330
,oiisa«
84
«W
.OMMW
.era
BS60
.00ni.W4
.0ia»«7
86
aoit.i
.a049M.t
.904
5ato
.0001713
.OIJiOHS
28
1^8.6
.OaMQM)
1.
5im
OOOISM
,0i,i7e-."
ao
176
.oaa«i8
1.86
48-«
0002*37
.OliUSSO
si.w
160
.oa8M»:
i
l.S
imn
.oooewi
.016851
40
ISS
.oo:sn«
■
1.T5
3017
.00n33l4
.01».\»
44
liW
.ooMsa
a
ueio
.oooiTsa
,01M6S
48
no
.wunm
«,ts
5347
.0OIM-J6I
.QiS»i\
5S,8
100
.«I0
.1
i.t>
«U
.0OCM736
.021760
60
88
.Duat3t
.1
a.»
IfrJO
.coosjoe
.frj-aaa
flfl
80
.01 a
8.
1760
.0005682
.(h.>SlW
70.4
76
M
3. as
lS£j
.OOOfiLM
.OS4807
ao
«6
[OlUftU
^
8.5
1608
.OOOMHl
.0I!5;51
88
60
.OIMMT
M
8.75
iioa
.00117102
.OSflOM
96
6fi
.OittML
MM
4
\S30
.OOOTBTO
.»r;hn
105.6
50
.01
1^1
&
lOSG
.000(M70
.0S0773
ISO
44
.onrm
^H
8
880
.0011304
,C«7I
1.12
40
.UM
^H
7
754. S
.001 Itt'.-
.0)1641(1
160
83
twaat
^9
8
680
.onisiM
.as8».','>
vail
S4
.041Mtr
JM
9
58fl.6
.0017041
.0I1-SI6
SM
SO
.06
jjm
10
»#
.OOlSMfl
.w.v.in
9.-n
10
.«*,
^H
11
448.0
.OOlSKW
.(m:*!.-)
4<0
18
^H
U
440
.002-JT37
OITIIT:)
.'.'JM
lU
.\
^H
It
4na.i
.oi>«flai
.OH";.'
860
8
.IS
^H
H
r7 1
.A0-M61.>
.U.'.MM
*W0
«
.\mmt
^H
15
V>i
.onasioii
.tVvi:
10^6
6
.i
^H
1«
sao
.OOiKKJUS
.osfwe
ISitt
4
.n
1
HTDRAULIG FORMULjB.
559
1^ for Clrcnlur Pipe>», Servers, and Condnlta of
dlflTeronl Dlaaiel«ra.
Efdrftullc depth = — ; = yi diam. for circular pipes run-
or exactlj half full.
4^
Ditnn.,
♦ i-
EHsm..
V'i"
Dism.,
V7-
In Feet.
ft.
Id.
in Feet.
ft.
In.
In Feet.
ft.
ill.
III Feet.
.088
i
.707
4
6
l.Ofil
9
:.500
.103
2
1
.7-J-2
4
r*
1.070
9
3
i.iai
.125
3
S
.T-iS
4
8
1.090
U
6
1.541
.144
9
8
.7S0
4
B
l.Ot^St
9
9
1.561
.161
S
4
.78:1
4
ID
1.093
10
1 5S1
1 .177
S
8
.777
4
11
1.J09
10
3
1.601
! i»i
8
e
TW
&
l.llH
10
6
1.630
.aoi
a
7
.804
6
1
i.ia?
10
9
:.fl.39
.SS8
s
6
.817
S
S
1,137
11
1.658
.mi
s
9
.829
S
E
Ll-IB
11
3
1.677
.ago
s
10
.Ma
li
4
l.lftS
U
0
1.890
.823
a
11
.834
6
B
1 164
11
B
1.714
.an
i
.868
i
8
I.KS
18
1.732
.SSi
3
1
.8™
S
7
1.181
12
8
1.7W
.408
3
s
.800
S
8
I.IBO
12
8
1.TB8
.4«)
S
3
.901
6
9
I.ISIS 1
12
9
1.T88
.456
3
4
Mi
6
10
J. SOS
13
1.083
.479
3
5
.Ki
5
li
1.216
13
a
1.8J0
..V»
3
G
«.<t5
<t
l.»!5
13
G
1.837
.5»
3
T
.oin
0
8
1.250
14
1.871
.540
8
8
.057
6
8
1 .■/7.'5
14
6
1.904
.ASS
3
»
.968
8
g
1 29}
}!>
1 936
.577
.^
10
.970
7
I 8J3
IS
6
1.9SB
.Stti
8
11
-ftllO
7
8
1.348
16
2.
.618
4
1.
7
8
1.389
18
B
2.0S1
.6-JO
4
1
1.010
i
0
1.!I9-J
17
2.061
B4«
4
2
1 Otil
8
1.4)4
17
8
2.091
.061
4
3
I.OSl
8
3
1.430
IB
a.m
.677
4
4
l.(Ml
8
6
1.4a8
IB
2.1B0
.0W
4
6
1.<»1
8
9
1 47B
20
2.*«
'■ of tlie Coefficient e, (C'hl«fl]- condensed from P, J, Flyna
.r Water.!— Alrnusi all ihf old liydraiUlo fi>riniila> for (Vndlnfr the
>cl(y Id open nndolMSed cliannvlsnHvpconotAiit ccii'fIleipniF,ati(1 are
c"r>-ect for only a 8inall range of channels. Thev Imve often be«n
pve iiicorrt^-t reHiilts with diwustrous effect!). QanKiinieC and Kut-
ufShly iiive«tl({ated the AineHcau. Freni-'h, and oilier expeiiint-nis,
ik«K »8 the rt!Rnlt of tlielr labors the formiita now generally known
■*s formula. Tlirre are go maiiv varying conililionM alTrcting llm
a<er, that all hydraulic fomiulffiare only approximatluos to the
Mllt.
he aurface-alope meaoiireroent Is good, Kutter's formula will give
Mom exceeding 7)^ error, provided the rugnsiiy cot-ftlerent of the
I* kiirtnn for the hiie. F'or small 0|>en channels D'Arcy's and
irtnutee. and for cant-iron pipes D'Arcy's foruiulce, are geaerallr
•a iH-iag apprnzitnately correct.
ir)« Formula for tneatiureii in feet is
n
1.8H
-f 41,« +
.OOSSl
+ (41.8 +
.0088I^ ^ JL^ 1
> 4^ ■■ mNUt rtlooity la feet per lecoad ; r :
V^
c - m hydrwoUo '
I
I
560
HYDRAULICS.
depth 111 r«et — area of croiia-fiectlau in suuai'e feet divided hs wtoi
eier tu lineal Unt, ; t = (all of wnter-gurfove (hj In bmjt c]isT«M« j
by that dislaticc, = -, = sine of slope ; ii = the ooeflleient of ru|
RBDdlnR on the uaturc of tlie linlD^ or surfaco of the ulmniinl. If i
rst t«riii of the right hand side nf tho equation egtial c. we tutm
foi-inula, I' = r \ rs — v X t i- X i »•
Valneii Of » In Kutter'R Formula.— The •
inula dt'pt'iKls, in a gieut iiifuMiirK, ou ihe piuper si
of roiighiiess u, Kxi«>ri*^uc« is rt?qnii"ed in ordpr i
this coefllcii'iit. and to this end prcm iissistaiico cai
this aflei:lioii, liy ccmaultliig and coiupuriiie ihc ii
perlinents on the flow of water alreiidy made in dm •
la some oases It \rould be well to provide for ti
deterioration of channel, l>y selecting a high valiii
where u diinse growth of weeds is likely to occur itj
where ohanncls are likely not to be kept In a slate ■
The following (able, giving the value of ii for dilT'
piled fruMi Kiitter, Jackson, and Heriiig, and thiH vi.
each iastanee, to the aiirfaees of olher materials equally mu^U.
Value oc n in Kuttkr'b Formcla fob Differext CauixM
II ^ .(Ht9. well -planed timber, in perfect order and nlU;nnieiit ; «
perha]>s .Ul would Ih- i^uitable.
)( = .010. plaster in pure cement ; planed timber : ^XntieA, FoaU
ainelled Btoueware aud irou pJpea ; Klused suilace^ of ever; sort I
order.
II = .011. plaster in cement with one tliird sand, in Rood condltioa
iron, cement, aud terra colta plpeB, t\eU joine<l. and lu best Of<Wr.
II = .012, unplaoed timber, when perfectly coDttnuous an iIh
flumes.
11 = 013. RNhlar and well-luid brickwork ; r- ' - - , ' ■ pa\
stoneware pipe in good condition, but not lies'. .iC
uot well Jointed nor in perfect order . plastei' : j.l
or iuferior condition ; and.gcnei'nlly, the aiaieiinib ineiiiioiiru '
wheu lu Imjx'rfect or iuferior eondiiiou.
ji = ,015, second elojis or roughfncetl l>rickwork ; well-dr
foul and slightly tiilterciilnted iron : o-nient nnd terra-<
perfect joiiiiA and in bad order : ami canvas liuiug ou wc
n = .017, brickwfu'kj BKliiar. and stoiiewnre in on tnfprl
berciilat'.Hi Iron pipe« : rubble in oeiueni . ■: : '
well rammed. \^ iu ^j, iaeb diameter
tioned with n - .013 when in bid order :.
« - .000, rubble iu eeuieut id an infer: > -
■ek Id a. nnniial condition ; coar>e rubb:" -> ■.«
miUtonry ; coarse gravel «ell rainnied. fi. m -n
with beds and bank.o of wcry Ilrm, rei.-
raainied In defective places; rouah nil
■liliand mud ; i-cctvingniar wooden iron,
inches apart; triaiiiie<l earin in perfect i.j.i. j.
«i = .UMR, cnnalR in enrtli above the average tn oiu
II = .0.15. canalu and rivers ui earth of tolerably
■lope and direction, in mouerately good order and I'ckmi.vii. .i— •-
Ntones and wecdH.
tt - .0:Tli. oacala aud rivers in earth below the averaiiw In orOrf ■
mtxi.
n = 030, oanals and rivers in earth In rail»< i:uii
Ini^Ht'iDeK uud weeds occasionally, and olisrru^-
(1 = .035. suitable for river
reiiimen. and nuviuK utoues .
n rL ,0ft, torrents Hni'imibt-
Kulier'ts roriiiii.. i. .- .i...
in I he Kiirfnee . ;
value of tt. Foi
iIb(m4M
<iuunit im.
.,,.■ ... ... oig efl>"^
1 In ilie rtow of V ..
IS usual loiwe n
HYDRAUiaC IfORMUL.«.
561
" In Ponuula f>:=ex ir y 1* I'or fffetitl Pipe* IWfl
lod«rfttely Sntootta Conduit* Generally.
By KfTTEH's FoHMi-ui. (t = .001 or gre.in-r.)
n=.01l
n = .OlS
e =
47.1
SI .5
Tf.4
87.4
lOS.T
116.1
121.6
iS«.6
140.4
145.4
149 4
77.6
94.6
lat.S
ni.s
130.8
V27 A
13J..3
ise.i
n = .019 Diameter.
69.5
85. 3
S4.4
101. 1
110. 1
1IB.5
ISI.l
124.8
8
»
10
11
13
14
16
18
SO
tl = .OII
c =
153 7
l.Vi.4
ir>7.:
159.7
iei.5
les
IBS. 8
1B8
1U9.9
in. 6
II = .012
c =
130.3
141.0
144.1
14(1
147.8
149.3
153
151.8
15fi.l
157.7
n = .OlS
e =
127.9
180.4
18«.7
134.5
lafl.e
1.S7 7
HI). 4
142.1
144.4
140
I
ulair pjtws llie hydrnullc mean depth r equals kS ot the diameter,
ag to Kutler'B formula the value of c. the coefficient of (llschnnce,
.e for all ulojieK tfeatei- than 1 in 1000; that Ib, n-ithin these limits
,01. Wb funlier nnd Lhat up to a slope of 1 In 3(140 tlie value of c
pracUual piirposeti, coiistaot, and even up to a gli>pe of I in 5flOO
•uce in the value of c is very little. Tills is exeiiiiillfled In the
for Olfl'orent Values of t i- and a lu Kutter'M
Forniul», wltU n r: .013.
r = c 1 r :< \ *.
m
Slopes.
KlOOO
1 in 8500
1 in sm.!i
linSOOO
1 in 10,000
1:1
01.6
115.3
142.8
80.4
114.4
143.0
8a.4
118. -J
143.1
83.3
109.7
143.8
Illy of the valueK of the coeffloienl; of Kutlei''K formula for
tliaii 0 in. diameter i« coDRldered doubtful. (!;>ee iiole under
iR64.)
<r lor Earttien Cliaiineli), by Kntter's FormolOf
for Vae In Forniiila v = e f m.
Coefficient of Houglmesg
n =■ .02SS.
Coefficient of RouKhoess,
« = .085.
562
HYDBAULICS.
Mr. HolesworUi. In the 23(1 wlitlon of bis " Pcicket-book of
FormulK," ^ves a iiiodiflcation of KutMr'8 formula AB (oUom: ttt
caaiiroii pipes, v — c Vn, in whloh
«
em
k
1 +
■Qge
("
« +
■OoagA'
I
In which d = diameter of the pipe in feet.
(This formula was ei'^eu meoirecily in Molegworth'g SIM edition.)
Molesworch'a Formula.— v= \' kit, In whioh the values «
M fuUow8 :
Nature of Chanael.
Brlclcworlc ,. ,
Eartli
Stiliiglo
Boiigli. with howlderw.
ValueH of It for Veloc<il««
Less than
4 ft. per sec.
8800
7900
MOO
MOO
More Ik
4 ft. pm
r«o
In Very large cbaiinelg. rivers, etc.,
llie result «n sifgiliily tlial it may be prautically neglectMl, sod kl
, the description of the chaiiMt
in sKgliily tlial it may be 1
from »<.'>iKi t
Flymn'
ttie value of Kuuer's ouefilcleot for a ainpr of
flymn's Formula.— Mr. Flfim obtains the followInK exprea
" ' ■ " '001 auda valueof ■«
e = .
m.n
1 +
/m.41 X
■OUv
The following
from Kutter'g,
Diameter.
6 inches
6 laches
4 feet
4 feet
8 feet
greet
table shows the clow at^reement of the value* of e oM
blolesworth's, and Fiyiiu's fonimlie :
Slope.
lin 40
1 In 1000
I In -100
I in 1000
1 In TOO
iinseoo
Kiitter.
71. 'lO
60, eo
317.
110.6
iao.fi
iss.a
Molrsworth,
71 48
09 T»
317
lie..',}
lao.oa
i» n
Mr. Flynu fflves another simpIiOed form ut Kulter's formuU («r
different values of n as follows : —
(l + (44.4,X^-)).>.
In tlM foUowlog table the value of Jfis given for the seTenl
i
I
n
K
11
s
n
K
n \ K .1
on«
.010
.oil 1
MS BS
ea.ai
vwoe
.012
.013
.014
1H8.:8
1S7.-";
,015 Id-. M
.018 :.NT 0
om nr. 01 oti 1 <
.(Hit i:iu r.i i«! i
// ill tbe application of Mr. Plytiio's tovmuNs. hVito steuiit ■«vc«»'^
I »« n-("-" I. .t,e table, we gu^>ii»a\ite tot », K. ajoA \ » \h«ta ^
r# •n of Kiiiter's ton!nu\*.
HYDRAULIC FORMULJB.
wben » = .011, and il = !) feel, w« bat«
300.05
663
1 +
i 01 '\
X ^n.
'ominlK I
1 surfaces, Qae plastered sides ftnd bed, planed planka, etc..
V =i/l -*■ .0000045(10.18 + ') X ♦ IK.
■ such as cut-stone, brickwork, unplaned plankitig. mortar,
« = i/l -I- .000013(4.354 + 1:) X f '•
Doren surfaces, suoh as rubble masoDry :
V = i/l^^.00006(l.ai9 + |;) X V'rM.
irfaces, sucb as earth :
V = a/i ■*■ .0003j(o.a488 + p) X V^
I of Baaio^s formula, known as D'Arcy'a Bazin's :
/ lOi
* Y •'»i34r
100(>«
+ 0.35
1 channels of U-ss than ao feet bed Buxiii's ftirmula for rartben
i good order giT«a very fnlr resnlts, dut Kiuter's fonmila is siipcr-
I nliriOKt all countries wbere its iiocurucy bas been uiveatignted.
aiil«oii p. 5(11 Kb'<u'«ili»t-n1iieijf <', ill Kiitter's roritiiilri, for a widn
lianiii'ls ill t-ttrtli, that will cover anytbiii^ liUely to occur in the
raclii'e of au eiigiiierr.
■'• Fonnnla for clean iron pipes under pressui-e is
ft64
H^ Fo
^bi th«
HYDBAULICa.
For Pipes Leas jlt»n 5 Inrlicis Ut IMam«t«r|
the (briiiula. u = c irs, Front tlie foriiiulii of D'Arcy, Katler, i
Dioni. I D'Art-y,
for Clean
irincbes.
I
Pipes.
B9.4
66.7
V4.S
80.4
84.8
88.1
Kutter,
for
II = .011
«5=.00J
8».l
42.S
4T.4
51.9
M.4
Kaniiiii^.
foi- t'li-ai
Iron
80.4
Dism.
ill
4
5
for (_'l>^an
PipW.
M.7
98.9.
98.1
(I6.fi
101 .7
103.8
• - m
Mr. Flynn, in EivinR the aliove (Able, says that the taoty. «lu.w ihatll
frtlcipms diminish from H iliametxr of 5 Inches to kiii; '*•*]
k n SEift-r plan toatlnpt coefBelenls vnryinp with tli.' ttasj
Ktant C'lemfient, No Mpiuion Is ttdvBiicrtl tt-s to whul •: ^ sbl|
iisfHl with Knurr's r>tr(iinla for snutll (lialiiL'lei'9. 1 In.'' tn>:is mt I
stBlH-d. K'i^''"- 'hi-' ii'wiilts iif well-kimwn aulliom.
Older Ponuultea — 1'h» follonin); an- B few of tim luauijt tin
Bow i«f ualur in pipes jijiven by earlier wrileis. An they b«*e i
Helen t8, thify are nut cuiiaidcrecl as reliable aji the newer fontmMe.
Prony,
B = 97 yr$ - .08;
Eylelweiii, ti = 60 ^
or n = 108 %'rt - O.SI.
Hawkslt-y, t'
= 18|/-
dh
+ 54rf
Neville, e s 140 i ra-
in these foruiule i( = diameter in feet; It = head of «at«r
kk-iifftTi of pi|ie in fe«l; « = sine Of gtope = y; r = meAD liydr
= ai'eft ■*■ wet perimeter = '— for circular plp«.
4
Jlr. Santo l^riiiip (/•;«(/■(>, Augii-i i
In liriek sf wt'pssliuw ilmi ihi-actua
culnteO hy E.vtelwelirsforniiila. l'
Jn D'Arcv's tor brick sewers, tbis usiuU ccniHicifiil of rnugli
' former, viz., .018, beltiR too low for large •§e»ers and far looi
I of Hiiiall srwelti.
D'Aivy'd formula fur brickwork ia
r= '-^r«; m = a(\ + ~)i a = .O0S738S; B.
Ill \ r '
VELOriTT OF WATER IN OPKN CIIAI
■rrlKAllntt ratlAlH.— Ttii>mioiiMiini iiit^uii vpIouIiv rrqulr^
,llie iIcpiPNit 111 .'iiU or llie Krowlh t ■••^•^ ..i....,- .„ ... v..
[ lakcn lit lU, feel per Hci'onii. It is
I K iMpinvd Tor iIiik jmrp«i(i<», and li i
I If nxiiiiiini iiii.">/iiii.. v>.lncity will >.,...
I Ix'il ,\ «ii. ;i lifdislnrlieil' if tin- s
1 iM-conil. (. iiti not loo tiinrh saiul
-'■•'""I .. . ..ir Cnnal in Italy, ofr u ►. .- -., .. —
• mi ( H'lvnii's " lril>:i(t"toii ('Hnal<i. 'j
^iiriuc* and Bottom Velortlte*.— Accanttttf [
fi»^ - »,4 W«V «• = wb -V WSK Vf»-
5ITY OF WATEB IN OPEN CHANNELS. 565
0.87 f IS, in which i' = m?an velocity in fcef per secoiul,
in BUiface Telocity in fppt \wr second, t'li = l)Ottom velncily
d. r = by<i™ulie iiii^ftn d«prh in fi"*"! = area of cross-iiieclloii
Ivided by wettfd perimeter iu fe«t, « = sine of slope.
xiity. or that of the particles in contact with the hed, in
less than the n\ejin velocity as the greatest velocity is
ft mean.
» that in firdinary cases the velocities may be takeu as brsr-
r nearly ihe proiionlons of 3, 4, and !>. Id very Blow our-
ie«rly tts'J. 3. and 4.
Mn and Itlean Velocities.— Gaatniillet & Kutter Rive
lUle of safe Ixuiom audmeaii velocity lu cbanuels, calculated
o = ti» + 10.87 -t m:
|1 or Channel.
Hi
6nV ■■'.■.*"
^oft slate.
Safe Bottom Veloc
Mean Velocity r,
(ty vb, ill feet
In re«t per
second.
per iwcuud.
0.S49
o.sts
0.409
0.050
1.000
1.313
I.B98
2.635
s.ggg
».»:»
4.00»
5.1)79
l.'.WS
O.G64
li.lKJti
8.204
10.000
13.1S7
I Kutter state that lliey arc uiiablu for want of obserratioiiB
r these figures are trustworthy. They consider them to be
rlioiiately small than too large, and therefore recommend
"dently.
at a IiIkIi velocity and carryiiiR large numitles of silt is very
anneliH. even when cousiructeil of ihe best inajsonry.
of SiolU to BroMlon by Water,— W. A. Buir, Blip's
(fives a dingraii) showing llie resistauoe of various soils to
In? water.
show that a velocity grpaler than 1.1 feet per second will
„jil»- pure clay will stand a velocity of 7.3.') feet per second.
be proportion of etay carried by any soil, the hi(;lier the per.
;ity. Jlr. Burr statesthnterperiineiits haveshown thnttlie line
i« power of soils to ret^tst erosion is parabolic. From his dia-
rliiK li);uies are selected repiesentlng different clas-ses of
resl'.ts erosion by flow of.. 1,1 feet r>er second.
K>' l.S "
k y :.8 " "
y 8.0
. SSs clay 4.8
aral clay, 95!< clay 6.8
7.85
and Tran*
nd Traimnortfue Potver
Elements of Geology, ^ slates :
of W««er.-Prof. J.
3wer of water, or Us pViwer of overcoming cotieKlou, varies as
veloi'ity of Ihe current,
pciwer of a cnrivnt varies as the sixth power of the ve-
~'x'lty therefore be inprea.ted ten times, the Irausport-
1 l.noii.yuo times. A current riinidiiK thrw feel per
miles per hour. wiU bear fragments of sloue of the
about three ounces weight. A current of ten miles an
aeiits rif r,ne and a half tons, and a torrent of twenty
Try frnemcuts of 100 tons.
rvwer of water nuist not be confounded with its ero"-'""
lince to l)e overcome iu the one case w wcigbV, *■'
the latter varies as the souare : the former as uirr
r/y.
tofremon] of BltgbUy colierini; matorial, tbe i
HYDRAULICS.
I
I
mixture of these two resistances, and the power of
vary at Bome rate between r' and v*.
Baldwin Latham has found thai in onler to prevent detwitlial
ID smull Bewere or dralti<, such as thnse frotn 6 ineh-^- • ■ '■ ''■'^
a tnijaii velocity of not less than S feet per se<- ■•
Sewifrs from 12 to -'4 inches diameter sbould have n
2U fett p«T second, ond in sewers of larger dimensiwi,., ,,
relocity l>e l(=ss than a feet i>er second.
The specific K'avity of the muleriaU has a marked effect It
velocities neces.sar}' to move Ibem. T. E. Blaekwell found M
ep. nr. of 1.26 was moved by a current of from I 25 to I to I.
while stones of a »p. gr. of 2 82 to 8.00 required a velociCj of t&l
second. •' ^
Chailly gives tho followinK formula for fludlDr tbe
Tswue rounded scones or ebiof^le :
V = 5.87 X^ag ,
In which V = velocity of water in feet pep second a = »<
feet of tbe body to be moved, g = Its specific gravitr
fieri. Y. Wisner, Kii(i'9 AVtrs, Jan 10, l!>9,'>, doubts' the eriien.
statfrnents made hj many authorities concern Idk the rat« of 1
rent and ibe size of parlit'lee which different velix^liles will i
Tbe scouring action of any river, for any Riven rat* of our
Inverse function of the depth. The fact iliat some ent-i.i
aRivi-n velocity of current on some stream of nn
wand or Kravel linu no twarinc whatever on what
rents of the same velocity in streams of greater dij.
ft. deep a mean velocity of S to .5 ft, per second may |ii ..duct i
while m depths of 18 ft. and upwards current velocities ofT
geiM>iii1 often have no cflteot whatever on tin- channel b*.<|
Grade ofSewera.-The followlnK eiDpirical forinuia is i
melNter's ' Clcauiup auJ SewprnBe of Citief.,' for the Tuinimu
sewer of clear diauietcr equal to d iucbes, and either cir
section ;
Uinimum frrade, in per cent. = — — —
As tbe lowest limit of grades which can be flushed, 0 l to 0.S1,
he assumed for Sewers which are aoinetlmes dry, while 0.8 per!
able for the triuik sewers in large cities. The sewers sb»uld
larr-lv as pob.sible
Belatlou of Diameter of Pipe to Qaaniiir f>l>elM
la luiiii.v cu-ses which arise iu practicr tlie informal it
ter necessary to supply a Riven quantity of water o kn
diameter is coiniuonly taken to vary as the two ; .■■'.
chanre. This is almost certainly too large. HaKeu's I.-
I Q \.S8f .
c( j^^ I , where c = Xy « i <■•!
are In feet and cubic feet per .>:econd.
Mr, Tlirupp has propfised a formula which ii ,.
■ if thediKcharue. ami the formula of M. Vail.-
vary a.-" the .37"i power of the tiifcharge. \ fii.,
FLOW OP WATER-EXPEBinE?IT8 ANB
The Flow or Water tiironsli New ri>-
recenilv uii'u>in>- 1 l>v .S. HniL Ku-si-ll, of Hie .St. I
Till' r'l'i' '^■•'' l-li'dK-* In ilinni'-ter, WS\ !<•'■* \«n\:
I lo end Under an avii, ' " ' '
■ fret in sevrii hours: ui
ni't iinJ<T an Tv.Tai,-'' i
Ud win's coelBcients, gived =
, I • i iiut-Dtal aatt^ W'l^ cB.\cvit*V\o«» \)^ tivs«T<r«\> •
IT
WATBR — ^EXPERIMENTS AND TABLES. 561
m. B. Briisli, Tmng. A. 8. 0. B., >B^. Tbe pipe experimented
t "applying the city of Hoboken, ft, J.
rAINED BT TBE HACSKKBACK WATER COMPACT, FROM I883-1S87,
•isa Thiiouoh a Lfl-is. Cast iron Maim 75.000 Fkkt Lono.
bs p*T sq. ill. at pamplrig-stalion:
100 105 110 115 120 135 130
re head in feet :
66 77 69 lOO 113 13S ISB
V. S. KAllonR in S4 hours, 1 = 1000 :
3.165 .3,351 3,566 3,604 3,«M 4,116 4,SS6
jity lo iubIii in fef t per secoud ;
t2.a4 3.86 a.53 3.68 S 76 2 93 3.00
BUmed la delivering each million gals, at glTen velocities ;
(8.15 $8.00 $8.10 SS.30 ta.tO SS.OO $9.60
barge hy D'Arcy'x foriniila :
I 8,004 3,2J4 3,488 3,099 3,915 4,102 4,397
■ In Smoofh Caiit'lron \rater-ptpeii fyoin 1 Foot
Bet ill Diaiuplcr, on Hydraulic liirariefi of O.S
jp a Feet per mile; ultb CMrrc-K|toiidIne Values
I r= 0 \ rs. lU. 31. Oieene, iu fiuy'y Xrws, Feb. 24, ltf34.)
Hydraulic Grade; Feet per Mile = A.
ft = 0 5
I = 0.0000047
V =
e =
r=
e =
V =
e =
r=
c =
V =
e -
c =
V =
e =
r=
0.4.>ti
Sil.T
0.7359
106.6
0.9783
115.5
1.188:J
122.1
1.8872
187.5
l..->74i
132.1
1 .7518
iV< 9
1.9-J18
s.oest
i.a
1.5
2.0
S-(!
0.0OOI8O1
0.000:2811
0.0003788
0.0005<!82
0.6673
08356
0.9803
1.2277
97.0
99.1
100.7
10.5.0
-1.0793
1.3516
I..'i85a
1.BS57
110.9
113.4
115 2 '
117.»
1.4298
1.7906
a. 1017
2.0306
119,9
l-i2.6
121.4
127.5
1.7156
■.'.1861
2.5045
3.2116
126.8
120.7
131.8
131.7
2.0379
2 5521
2.9039
3.7493
132.4
135.5
137 B
140.7
?..?|iM
2.9961
3 3975
4.2548
i.'n.s
140.3
142.6
145.8
a. 5736
s.iaw
8 7809
4.7350
141.4
116. 0
14U 8
150.3
2.8i34
3.5S58
4.J479
5.1015
145 1
14H.4
ISO 7
154.1
3.0638
S.»168
4 MIO
5.B368
148.4
151.7
154.2
157.6
4.0
0.0007576
1.4408
104.7
2.3294
119.7
3.0800
129.5
3.7676
136.9
4.3983
14S.9
4.9013
148.1
5.5516
l.'B.'i
6 0936
]."i6 5
6 0135
160.1
lies In this table have bpeit calcnlnled by Mr. Qreene's modifl-
« Chezy formula, wlilcli niodiflL-ation Ls t'oiitid to Kivr reisulta
■ by from IM to — 2.65 jxr cent lavfrage 0.9 per c**!!!! from vt-ry
Mmred flows In pipen rroiii Iti to 4^ Inclx^ In titametf r, oii grades
>•( to 10.296 feet per mile, and in vrliich the vrloctlieH ranged
0 0.195 feet per secuud. Tlie only o-isuiiipUon ntAd« U that tbe
inula for F spires corrf»ct resnlti! in ci'iidijils rroni 4 feet to 9
leier, aa it is known todo in conduits less llinn 4 fvi't in diaoietcr.
Icles on Flow of Water in Ions; uibefi are to be found lo Eng'g
lows : O. B. PearsouB. Sept. 2.3, I.S.H; E. Slieiinau OouAd.Yj-Vi. W,
le.aad US. JSifS; J. L. Fuzn^mid. Sept. 6 and 13, lt$90; Jas.\>uaA»
J. T. Fnaaiug, July H, itiVS; A. N, ialbol, Aug. U, VW4.
PLOW OF WATEE IK CIRCULAR PIPES, ETC. 56fl"
la the table
mar be found. Thus,
what Is the flow for a Dip«> 6 feet
»r, Blope J i
a 125 r From tlie table take Q = 207.8 for tiU>\M 1 in iOOO.
Ten nlope 1
ti 125 is to 1 in SOOO as 16 to 1. and Die aaiiaie root of tbU
1 4 to I. Therpfore the flow required Is S0T.3 ,-, 4 = SiO.? cu
.ft.
ClrcnJar Pipes, rondnltn,
e<c., FlowInK Fnll. f
»«isf ihp fa
L'lor nc t >■
n llie fnt mi
la g = ,te S r . 1 » tv
nwniilid-
diServDl Ta
ue8 of Ilie coeffloient of rongliuetiih ti. (BastU uii Kuller's
J«.)
Value of a« |^.
n = .010.
n = .Oil.
n - 014
n = .018.
n = .015.
n = .017.
B.BOe
6.0627
B.88flO
4. Bare
3.1H104
3 32a
31 .S9
lt».7«
16.708
iR.oao
12. 1 Jl
I0..50
46.93
4I.4S7
87.149
:W.4tlT
27.f««
23 60
eo.on
78.347
68.44
r.i.ei«7
51,tW(l
43.93
141 »
I«t»
11-J.79
lOJ.M
83.4«(J
72 99
«M.l
)()■.'. 79
171. C6
IS."* m
13". 58
1II.!>
aoT.o
L'74.W
•247.83
sum
1HS.77
1««
«-il.0
a:7.07
310.10
809 8:i
•XJOA-
228.9
sso.e
.wo. 78
453.07
411. S7
347.-.'X
290 3
;2S.4
017. 18
984. W
53'^. -U
4.M.23
:«8.8
sit i«
(<t7.50
7«»..'.9
!i:4 09
570. !H)
493.3
Il-iX.5
lOlM.l
ai7.41
e:iti 00
709. M
813.9
1'1T4.7
ysu.4
1118.6
loai . I
RIMI.VI
TSO.S
IB.V.M
i4Hi.a
:34.-i 0
irai.7
]<)«
DOe
!V)«2.H
17»>J.3
HW 9
14rt.3.9
1245 8
1080.7
aiKj.i
2413.3
21!i:l
axt?
1711.4
1487.3
»n
3101.8
snio.i.o
i;6,-)0
227».7
1077
l'>57.«
4111.9
S74-J.7
34ffl
29.34.8
2557.2
y.-ii.h
S17B.3
47)3,9
nil
3704.3
3232.5
: 075,3
CTO4.9
.•.8-.'5,0
5.'i39
4588.3
4010
^<:.!>:..i
7774 .3
7067
6510
5591 6
4S«3
nww
UllH.a
8501.8
7814
0717
.5884.2
l:2l»6
lum
lOOS;
9272
7W78.3
0995 .3
It.-W
1«954
11832
IftlNK
9377.9
82.'0.3
1 i<Ki04
1.W4B
18751
VJ6(i3
10017
9.580.7
17S88
1S847
14.W7
12.-,94
11061
^^^b^
ISIJU
I8I34
lti709
H126
1287S
^^E^
i«6»4
2001S
18096
10112
I44'!4
^HEqq5
»444
28>8S
^UU
is;..™
I6:»W
^^E^
«i93
28179
£4139 ' aiH70
18:495
^^ElM
31887
2fta4
sesai
233.V2
i»584
^^Bioi
3»«9
335S8
30041
86(H2
8293a
^^BlM)7
SSKS
dean
38.301
28853
2.M51
^^n&l
VWi
80803
38752
SIWIO
281 17
^^Bl91
47789
43773J
40t;a
8,5073
30965
^^Km
fi;.>3D8
47968
44,'fcW
•3*^454
8397.5
^^n48
)STI03
Mam
46413
.12tlJ0
.37147
^^■ly]
67557
mm
5731.3
4WJ3
41073
^^BflliO
79050
72694
67140
5sa87
5 1869
^^BB17
91711
84247
77933
B78«
(UKHi7
^^^nSd
IIB-WO
96991
S07.^9
7H20I
69801
■En
120570
iioaoB
10a5.'i9 8B4-.'.'l
79250
lirater In Circular Pipes, rondulta, etc., Flowing
uiidvr Proasnr«.
D'Arcy's foniiiilic fur iliu flmv nf nnter UirouKh cnnt-iioii pi|>fs
tOmTM'l'"'J" f'f result" ohtumt-il Ijy Kutler's furinulo, with ii = .013
IISCH.I from Klynn on Wntt-r Puwer.l
! ti. aod also tUe valiiew nt the tnctors c 1 r and <tc t'r tot u«e \n
^ = «IV v=e irX I M, and Q = at y'r X Vi'
Wo
HYDRAULICS.
'^^M
Q = discliarge tn cubic feet per aeeond,
a = area
a Miuare fecc^^l
Ityin fee
. per second, r = mean liydrmulic depth, M dlam. for fiipt^^l
full, « = sine of slo]
e.
^m
(For rallies of t « see page 558.)
^
Siae of Pipe.
Clean C«3t-lron
Pipes.
Value of
nc \'r bj
Old Cast IroBBJ
Unedwithl)^
w
^^H
if ^ dlam.
a = area
in
square
feet.
For
For Dia-
Kiiiler's
ITnrmiiliL
For
^H
In
Velocity,
cliarge,
K "1 .iiuin.
wlieii
Velocity.
od^l
ft. ill.
i I
c\9.
ac Vr-
H = .013.
< «7.
-3
.ortiirr
5.S51
.004(Kt
8.sa8
~^H
.wum
8.7113
.00914
8.607
^^^H
.00307
0.309
.OiSSS
S.98I
^^^1
J
.0O54.5
11.81
.OOSiH
7,811
^^H
1^
.«X«2
13.68
.11659
9.86a
^^H
]i2
.01s*t7
l.'i.58
.19115
10.48
^^H
]i?
.01070
17.82
.28996
11.65
^^H
s
.02182
18.98
.41SS7
12.75
^^H
_ ««
.0341
31.94
.74786
14.78
^^^1
■ 8
.0491
«4.68
1.2089
16. M
^^^H
■ 4
.0878
29.87
85630
19.79
^^^1
W 5
,1S6
83.M
4,5610
82. B«
^^^1
a
.ins
37.28
7 3068
4 set
26 07
^^^1
7
.867
40 85
I0S52
87.84
^^^1
6
.940
43.76
15.870
38.43
i^^^l
9
.4^3
40.73
80.898
15.03
31.48
^^^1
10
.MH
49.4.%
36 B!i8
38.88
j^^H
11
.600
££.18
34.4«8
a5.o»
^^H
1
.78S
54 S5
42.918
as.so
aa.7&
^^^1
1 8
1.000
59 34
83.435
39 91
^^^1
1 4
I. we
8.>l,(»7
88.888
42, f 3
^^^1
I fl
1.767
87 75
119 72
t03U
45.57
^^^H
1 8
•■i.m-i
71.71
156.46
48 34
I^^^H
1 10
2 MO
75.32
108.83
50 858
^^^H
9
8.14^
78.80
247, f.7
1IS4.6S
52.961
^^^H
a s
a.&ST
82.15
30J.W
U.a5l»
^^^H
a 4
4.'.'76
as »fl
.'W. 14
57 438
^^^H
B e
4.909
88.30
433 B2
411 37
&9 4.S5
^^^H
H B
6.^85
91.51
511.10
81.58
^^^H
■1 10
a.305
94.40
595.17
81.49
I^^^H
»
7.068
97.17
686.76
674.09
es.as
^^^M
a 3
7.87B
99.93
788.94
87.81
^^^H
S 4
8.?»
102.8
895.7
80
^^^^H
3 0
9. mi
105.1
ion. 3
1081.1
70.70
^^^H
3 8
10 r>a9
107.8
11311.5
Ti.W
^^^H
■i 10
11. All
110.8
1271.4
74. in
i^^^M
4
12.508
118.6
1414.7
1483 9
75.78
i^^^M
4 S
!4.1H8
116 t
1647.6
M 18
t^^H
4 6
15.904
1198
1901.9
20K7
80 43
^l^^^l
4 8
17 781
1-J2 H
2176.1
82.99
i^^^H
6
Id.*;. 6
ive.i
2470.4
86BS
84 83
l^^^^l
6 3
21 048
1293
2799,7
8A.I«
I^^^^H
6 «
ii3.758
132.4
3146.3
9489
m.<n
^i^^^l
6 •
as.067
135.4
35IC
81.08
l^^^l
6
M.S74
138 4
3912.8
ixa
83.08
g^^^H
C 8
88.183
144.1
4782, t
6339
ten
^^^^H
7
38.485
14».fi
5757.5
6510
JflO.81
s^^^^l
T e
44.1T9
l.%4 9
IHMI.O
7814
104.11
f^^^l
^^^
SO.SCO
100
8013
9271i
m.ei
*^^^l
^K e
so.t4a
i«8
9381.:
lOHHB
111
^^^^H
^fl^^^fel
lUP'<*
ISW)
\mrA
l»4J»
li^^^^l
^^^■ft^fl
^^^^^H
ei.5
\\Ba!
V'&\ v^a
■i
■
B>
\ \47W»
r~
^
OP WATER ISr CIECCJLAB PIPES, ETC. 571
I
Clean Case-iron
Old Cast-lmn Plpet
f-
Pipes.
Value of
ac Vr !))•
Lined Hiih Deposit.
'
Are
For
For DIs-
Kiiiiei-'s
For
For
Velocity,
CharBe,
nc J'r.
wlicn
n = .013
Velocity,
c yr.
Discharge,
ac yr.
183.8
itissa
18990
123.4
iosm
•3
187.9
I7B55
21404
120..S
12010
B9
laa.a
191166
24l!ig
129.3
13429
D8
ID6.S
*jao4
26981
138
1 )9:i5
19
aoo.4
■mm
soon
i:» S
16545
83
iKM 4
37134
3;«m
137.5
\SSZ-i
88
aoB.s
£9818
XuM
110 1
200M
BS
«3.S
:««JI
40|:K
142.;
21971
ai6.o
r^MUiO
44332
143 -2
2:4»SS 1
yj5
2)9.6
.■itwor
4K4i:l
147.7
26108 I
|M
2*13
«IS5
5-i7."i.1
l.W.l
2S335 1
Bfer
2366
4S6S1
5734-1
1.«.8
3(KJ86
■■Kt
2904
4087:1
BilM
155
.1.3144
Bf ''
2:n g
sam-s
67140
157 3
35704
K9
837,8
57074
724011
159 8
mm J
■70
240.7
61$I9
779H2
1(!l !t
41199 J
5^0
847.4
701M
897S9
IBM. 4
47186 n
|M>
253.8
79736
102559
1711 7
5.3633
mter In Clreolar PIpcR front % Incb to 12 Incite*
Diameter.
^'Arcy's formula for cIcaii cast-icon pip*8. ^ = ac Vr V*-
8lop43, or Head Divided by Leai^th of Plpt>.
llnlO.
.00187
.00289
.00903
.0«00.3
03687
.060(4
.09140
.18077
.83047
.88SKS
.81018
1.44«i
2.3104
3.4314
4.82)44
6.5302
8,5222
10.880
13.571
1 In 30. 1 in 40.
1 In BO. 1 logo.
Quan
.ooopo'
.«>.'04,
.OOiJSS
,01418
.(H807
.04274
.06470
.09247
.167*2
.27031
.57309
I.019A
1.6338
2.4966
3.4143
4.6178
6.0265
7.6981
U.MM5
.8162
tity in
.00OS4
.00145
.00451
.OtOOt
.01843
.03022
.0457B
.06539
.11824
.19113
.40521
.72109
1.1552
I .7157
2.4141
8.9651
4.2011
5.44S1
e.78Si3
cubic
.00052
.0HI18
.OffWB
.0(1818
.01.W5
.02468
.03786
.D5339
.093S6
.15607
.5888?
.94331
1.4110
1.9713
2.6662
3.47B9
4.4447
5..'>407
.9836 I .1581
feet p
.00045
.00102
.00819
.00708
.01303
.02137
.03235
.0(624
.0B361
.13515
.28654
.50992
.81600
1.21,32
1.7072
2.. 1089
8. 01 as
3.8491
4 7982
1291 .IHB i .1
1 la
100.
1 In
150.
er sec
.00040
.00091
.00286
.00683
.oime
.01912"
.02894
.0I13U
.0747^
.120S0
.856.30
.45610
.73068
t .0B.'>2
1.5270
a.owi
2.6952
3.4428
4.2918
OQd.
.00033
.00075
.00238
.00517
.00952
.01561
.02;«s
. 03:17:
.OCIOG
.09871
.20927
.37241
.59660
.88607
1.9468
1.6862
2.2006
2.8110
3.5043
111)
200.
.OOOSti
.00065
.00202
.00448
.00824
.01352
.02046
.02927
.05288
.0B.')48
.18183
.32251
.51666
.76784
1.0797
1.4603
I.DllSS
2 4344
3.0347
08165 .07071
i.
572
HTDIUULICS.
Value ot
ac i r.
Slope, or HfAd Divided bj Lragth ot
1 1ll
850.
1 In
40U.
1 in
400.
1 111
SUV.
.OOOK
.00049
.Oi.llo.t
OOOCf.
.01'! j:i
oonv
0004
'jl
■)■-'
0.'
1.3060 lAirH
l.TO« 1.5563
a.i:ra ,i aerH
3.7UI a.4TSl
ViilueofVi= .0<VWI .0BT74 .ftVUt. .0."i
I.K^i^
1.4I0O
I. WO.'
.i.u.'iU j.D-Jiu 1 ;<i
Oirilj .04 IT*
for U. S. gals, per see., luultiuly the fliruitrs In Ibe tAlile by.
mm., •• -^ " "
houi, • •' *•
.. .. .. .. 24 hu., '
For an.T other slope the How Is proporlioiuil In tlie Bquara
slope ; thug, flow iu slope oC I in 100 U donlile that in s|n|i« o( i I
Plow or Water In Pipes from n^ Inrli In II
Diameter for ■ Uniform Velorlty of lOU I't.
LOSS or HBAD.
quantity In gallons per minute and d s dlftineter Id laohM, i
d' X .7954 X 100X7.1805
0' =
144
= 4.06<i».
pr any other Telocity, V, In feet per minute, C
fedislI1etpr of pip« in inches and velocUr iu toH per second, to 0
e in cubic feet bq<1 in gallous i>er minute.
l.OSd'i^ = .040M»J
e^
d< X .7854 X t> X CO
144
s 0.3!t73S(l*v cubic feet per mioate.
= .337% X 7.4805 or a.448il'u U. 8. Eallons per minute.
_. __ pipe orcylinjer In Knilons, ninliipiy llie sqiia
KdiainHt^T in liiofifs hy the length In inches and liy .0081. Or mnlliply
I Bnd the capacity of
.»dlainHt*r in hiolies I _
tuiuirv of llio diameter in inches by the length in feet and by .OlOS,
.m4dn
iMUiir
« = ■
231
= .0000*1 <exact) ,0084 X 13 = -0108.
I^OSS OF HEAD.
hi* ton r<r head due to frictlnn wlicn water, iileani, air, or gas of any I
n through a straight tube la repi-eseuted by tlin formula
/lit",! hfi
1/ "T-
Ulc
•'dig'
whenoe v
y--
.jleh I = llio leu;?tli and il = the diameter of the tulie, both in feet; v^
(•city la ftset per decom], and/iH acoefBeii^nt ti)l>e determined byexperi-
■1. According; to Weisbauh, / = .004114, iu whicli ctk.se
^:
; 50, and
-Vf.
Ifck to one of the older fornmlK for flow of natei- (Downiiig's). Prof. Un-
JMTf that the value of / is posnilily too small for tubes of smaU bore,
be would put/ = .CXM to .01 for 4lnch tubes, and/= .0081 to .018 for 9-
ih lubiea. Another formula by Weisbnch is
laokine gives
/..oc»(.+^).
fnm the general equation for velocity of flow of water v = e Vf
fcmml plfics <■
/Ti/p
we have t>» = «».•
4
,rfh
and h
c*d'
in which
"■•ieotcnf D*.\rcy's. Bazln'n. Kutter'R. or other formnlii.tts rnurirt
• t. Since this coelTicieni, varleR (vitli the condition of llie inner
■ tuoe, an well as with the velocity. It is to be expected llint
'Ha of head piven by different writers* will vary iis niueh as those
; flow. TwO'tttlile>i for loss of head per 100 ft. in lenslh in pipes
• lianieferii with difTeit-nt veloeitiet" are Riven below. The flr.*t
ark, hosed on Rllt«' and Howland's experiments; the Becnnd lU
:ton Water-wheel Co.'h cntnloKiie. authority not fitated. The
- (.'Iveii In ihesH twii tables fcir any t-lven dliimeier and velocity
iv, Kither table .Hiioulii he uwd with cnutlon anM the re-
:i the quantity of (low fur the iilven diameter and head
' ■ lies of Sow baseil on Kutter'g and L>'Arc;'8 {ormuJr
»
574
BTDBADLICB.
BelRtlre Los* ot Head hj Friction for ea«k
Lengtlt or Clean Caat-lron Pipe.
(Based on EIHg and Uowlaud's cxperiuientt.)
Velocity
In Feet
per
Diameter of Pipe* In Inches.
3
4 S
S
7 1 a
•
to
u
Low of Read In Feet, per 100 Feet Look.
__
Fe«t
Feat
Feet
Feet
Fept
Feet
Feet
Fee* 1 r«»
FMt
of
of
of
of
of
of
of
or 1 «f
Head
Head
Head
Head
Bead
Head
Head
Head Bov
2
.1>7
.S5
41
.»!
.27
.28
.10
.18 J
S.A
1.49
.92
.64
.SO
.43
.86
.80
.27
A
S
I »
1.2
.82
.72
.61
.51
.44
SO
A
8.3
S!6
1.6
1.8
10
.T
.71
.61
.58
A
4
«.»
«.3
1.7
l.S
.«
.92
.TV
.«
A
4.S
1.5
1.3
l.S
1.01
.«T
A
S
1.8
1.1
.1
S.B
«
.....
.. ..
—
t5
18
21
S4
er
80
88
36
4t
8
.11
.085
.075
.OSS
.056
.093
.««
.047
M
2.5
.17
.U7
itr
.109
.068
.085
.076
.067
M
8
.41
.21
.17
.15
.18
.18
.108
.10
M
8.8
.*»
.29
.SS
.20
.18
.16
.15
.14
II
4
.41
.38
.31
.87
.«!
.a
.80
.17
.14
4.S
.5U
.46
..39
.SI
.80
.88
.25
94
.11
B
.70
.58
.48
.41
.87
M
.»
.87
.«
5.5
.H4
.70
.59
.50
.44
.38
.81
.88
.0
6
.59
.58
.49
43
.4 .a
Iioaa of Head In Pipe by Prlctlon.— T^<msi of head by tr
ench ltK< r>-eC in iHii^th of dilTereiil dlHiiirleni of pipe vr\vn (lUcBar
following quantities of water per mluute (Feltun Waterwlxel Oaji
S.
Inaide Diamt-ter of Pipe In Inches.
h
B 8
1
2
3
*
& 1
1
i
1
I
1
J
1
^1
Z .
h
a
^1
h
^1
i
,.f^
•J c
v e
b.
OB
-fc
us
b
ea
'is
5
¥
^
k
?
1=
}r
I-
1
y
h
V
h
V
h
0
h
Q
*
2.0
2.87
.«s
1.185
2 62
.791
8.80
.593
10 4
.474
."t.O
4,W»
.w
8.44
S.9«
t.69
888
l.SS
15 7
»7»
4.0
H 90
1.8'J
4 10
5.83
8.73
11.90
soft
809
I.M
5.0
I2.S3
i.m
«.I7
6.54
4. II
14.70
8.06
86.8
8.46
ihH
S.U
17.23
I 98
8.01
TJS
5.74
17.70
4. SI
81 4
8 45
7.0
88.89
8.31
11.46
0.16
7.68 20.6
5 W
86 6
4.57
57.»J
LOSS OF HEAD.
m
Inside Diuneler of Pipe Ui Inches
W' * "
9
10
11 1 I^
h
Q
k
Q
h
Q
h
Q
h
Q
h
.19fl
1
.S8S
83.0
.996
41.9
.384
sa
.237
65.4 .216
792
04.!
.«II8
48.1
.«U
62.8
.M4
79.5
.488
98.3 .444
119
.4(17
141
1.175
M-1
l.O-JT
83.7
.<il3
106
.««!
HI 1 .747
IftH
am
ISH
i.n
80 2
1.54
105
1.37
134
1.2=3
16.1 i.va
19H
I.IVW
•£«
S.46
96. £
S 15
125
1.92
159
1.71
196 1.56
i37
1 4!»
X\
•.as
118.0
2.B5
HO
aw
185
■i.-JH
Sr-i'J i 07
277
1.91
M
Inside Diameter of Piiw in Incbes.
13
.tm
no
166
2T9
887
14
.169
.349
.567
.881
l.va9
1 (a
1-^8
19-J
356
3S1
3ifi
4'<»
15
.158
5fS
,8ii
1 . ua
I.S'2
147
221
291
368
443
.516
16
.147
.301
.513
.770
1 .076
1 .4.i
167
£51
3ii5
419
IS
.18i
.271
.450
.685
.9.'>r
1.27
318
4-J4
530
6*i
742
.119
.845
.410
.617
.K61
1 .14.S
Sit
8»1
5-^8
654
TRi
016
luside Diameter uf Pipe in Inulie!>,
nr—
24
iM
28
30
36
i
e
A
«
ft
Q
h
e
h
h
.066
Q
b06
8l«
.098
.rrr
091
442
.084
513
.079
848
^^
47S
.204
.ws
.ilis
<nm
.174
770
.15.1
im
.185
1278
fin
«n
.34:2
754
.ais
BH.1
.293
loaa
.273
llTIi
.S2H
IMff
bi
ne
.513
»43
.474
1106
.440
is8;i
41:
1478
M-i
fll2l
E^
DM)
.717
llSl
.06i
IJfcJT
.615
1&:)9
.574
17li7
.479
25(5
pM
1109
.953
1.119
.879
1548
.817
1798
.76^
2(KJI
.636
2868
t.— Gi*eii 200 ft. Iiead mid 6U0 ft. of ll-louh pipe. carrviuK 119 cubic
wat«r per minute. To I1n<l effective head ; In riKbt-badd coluiim,
rll-lnch pipe. And IIB cubli; ft.; opposiie this will be found ihe loan by
DO in 100 ft. of leiiglb f'>i' ibis amount of water, ivhlcli is .444. Multiply
1 by the number of hundred fei>t of pipe, which Is 6, and we have
■ ft., which is the loan of head. Therefore the effective head is SOU - 2.G0
•inanATioK.— The loss of head bv friction in pipe depends not only upou
ler and length, but upon ihe quantity of water passed throujflj ft. Th •
or preiicure is what would l)e indicated by a preswure-jtau^ attaejied
£lpe near the wheel. Readings of gauge should be talceD while Ibe
1 Sowing frum the noEzle.
luce tieoos in feet to pres.sure In pounda multiply by .433. To reduce
pressure to feet multiply by 2 301),
I Formula.- WeiKbach'it fonitula for loss of head caused by I
of water in pipe!< is as follows :
\ \ r I 5.;«7d
vbere L = leoftth of pipe In feet;
V = velocity of llie water In feet per second;
d s diameier of pipe in ineliei.
Oox (Amer. Mncfi., Dec. 89, 181)3) giyea a simpler tormvAb -wYtkK
* IdeuUcml results : —
S~ Mct/oDhead la feet = — ^^'• + 6F~ 8
Friction head
1
F
aXDRALLlCS.
He gives a table bjr means of wliieli the value of
obtnined wlieu V Is known, and vice ir i«a.
4V* + &V - 2
V«u:|S UP
laoo
0.6 0 8
.OlSW
.OISM OISIO
.iwi', .1TK13 .i;.v*;
.aiTos .asiM'
.a*-i5fll .S8OT0
satcii .3«ua .S5s»i'
i .40S>&8 .41T03 .■l«4:.l|
.497«i .4K-'0 Smrr
.STliS, .
.68aw
6mn 1 .i!'.>s75 1 .(■,^lt',^^ 1 .rANW 1
USil
The use of the formula and table Is illustrated as follows;
Oivpn 11 pliw 5 inclios diameter and lOno f«pt Iodk, with 4B r««l I
will ihf discnnrse beV
If Lhe velitL-iiy f is knowu in feet per second, tiiv dl8cli«rR« •• |
cubic tot>l ^>el• uiiiiule.
R) equulioD 2 «? liave
»4P>.f 6F-8 ffl «9XB
ia» "^ i ~ 1000 =•"■""■
*lienee, by table, r= real velocity = 8 feel per secoiHj.
Tbe discliarKe in I'ubic feel jxT rninuie, if V is velodly iu ff*l ftf 1
mid (i diuiiieter in iuobeg, in U.S2T°i&i<' I', ulieiioe. di8Cbarg«
t= (I.327a5 -•• 35 ■•: 8 = 65. 15 cubic feel per minute.
The velocity dii«< tliv head, if there ««re no friotkiii, t* 8.1N6 |'
et |ier second, and the diacharfte at (hat veli>city vrould ite
O.ajrari • 95 ■<■ .-<i 1T:^ = 4«<i cubic feet iwr nilnnte
Kiippoxe It is re>|iilred to il»"ll»er this nmuunt. 4*0 cubic '"(i.t
( i reel per second, nhut djaiueter uf pipe will be reqiiin<d and i
he iDiisnf bead by frlctimir
J = diameter = i / — — * _
I FX0.887-J5
-|/r
460
O.SSTSi
= tT0«3«MI
Havliie nirw the diameter, the vel'K'lty, and tbe discbatx«> Ui»f
I cnlculnted by equation 1 and iiue of the table; thus,
L 4r»-t-Br-2 ^ 1000 JO^
: say 48 feet effective hl^ad applleakla M |
|o»» nf \\r»d may ^'"s solved rapidly 'by i
p
r LOSS OP
HE.4D. fiTT 1
HeadM »t eiTPii liMtcn or DiMCliarfti* In < lean M
mh Plpea for Kach lOOO l'>rl of Lcitsrlli. ^^|
{tMsl fi-oiii BlIiM and H
•wIuikI'n Hyili'diillo Tables. I ^^^|
«-fi>uli
8-liich
KViuch 12tiii-li ' 14 liioli 1
1^
llpe.
Pipe,
Pipe, Pipe. 1 Pli)e. ■
i*
A
c tj 1 " '.S ui "1 o t!
ii
11.
5^
II
5"
yfe 1 •=■=
otI .01
P
^
57
.11
.in
.sa
M
.10
,10 .02]
.80' .04 ,141 OS
"ib
"loi
.811
1.18
l.OM
.t»
.lid
.411 .11 .88; 05
.21
.03
.05
I.TO
2.S8
.'.Kl
.00
.81 .aa .4si .10
.31
(Vi
.«)
3 S7
3. 9 J
I.8»
1.01
,8«| .3« .57 .16
.42
.08
»4T
a.8<
6 Oil
1.00
1.5S
1.02 .54 .71 .34 .52
.12
ia»
a. 4(1
n.m
I.OI
S.lS
1,«3 .75 .86 .*j; .63
,lfi
Lira
3.WT
11. -IH
2.•i^
i.M| 1,43 .991 .99 .43! .7.S
.21
,6t»
4.S4
14.89
a. 55
3.68: 1.03 l.S^ 1.181 .541 .Kl
.27
.53
5. 07
■J.J.OI
HID
6.04 £.04 1.93 1.431 ,8ll|.04
.40
.78
fi.H]
•Vi m
3. S3
8.03 2.45 9.7^1.70, 1.14 I. 'i'l
..^5
M
T.lH
44. .'>4
4 «
10. ((3 2.86 8,66 1.981 l.,V,' 1.46; .73 I
0 (M
57.11.-.
."s.oa
14.0.i 3.27 4.78 -J. 27l 1.96 1.87
.11) 1
[::
10 ai
73.I-J
5,74
17. lift 8.08 8.93:!.Iv,'.i S,4.'>1 HM
1.17 1
11 35
01). 05
ti.sa
ai.74 4.08, 7.38 y W 3.00 2. 08
1.43 1
IS.UI
l-.ll.-.'O
7.6(!
31.10! 4 8010.38 3.10; 4.a},2.50
3.02 1
,--
15 eeii75 «
R.91
43 13' S.T'J 14,02 3. 97i 5.74 2 91
272 1
...
iti \\'i» «i
10. -.'I
.M.S4, 6.5318 22 l.Sl 7. 4113. 33i 3..'51 1
80.4,;iSW.90
11.47
(19.?J 7.35lS-;.%5.1l! 9.8C;3,75l 4.41 I
•ia.69,3S6.«J
12. rr
Wi 27
8.1728.25 5.87,11.50:1.17
5.41 1
b ••
15.06
181.7(1
10.2143.87|7.0«17.R2 5 21
8.35 1
i
12.83 02.98 S..^, 25. 51 B 85
1.93 1
.....
1... 1 . ,'8. 31:21. no 1
1
iS-inch
30-i
POh
34-i.ifJi .TOIugh
KhiCll 1
Pipe.
«
pe.
Pllie. Pipe.
v\v^.. 1
J
t«
A
d
'1
it
it
•a
t
11
0 .
U
'J«
li
.IB
ll
fc.-
,01
.*!
.UH
.13
.61
.08
.35
.CM
.23
.01
.TB
i.ao
.44
r.oa
.87
.71
.12
.45
04
.,S2
.02
,«a
1.80
01
I..M
.56
l.OB
.24
.08
.03
.47
.04
M
8..'K!
1.00
3.01
M
1.12
.41
,01
,15
.la
.00
M
S.lii
5 4n
a. v.
1.47
1 77
.02 1.13
22
.70
.09
.ta
B.ffll 8.4B1 3.00
a.oo
2' 13
.87 I.M
'.m\ .as
.13
■BL 4.41
4.70
3.67
9.81
S.JS
1.16,1.50
.40 1.10
.17
■■ B.01
(l.Oll
4. OS
3.64
2.8t
1.50 l.NJ
,58,1.26
.32
W^
B.«7
T fi7
4. .'in
4.58
3 19
1.8.S2,04
.Gl!l.42
.j^
%
e.sn
ft.4^
5.11
5.(121 3.55
2.31 2.27
.78 1.58
iis
7.5T
13.49
6.18
8.03 4.38
3.88,2.78
1.11,1.59
4K J
'.'..
7.15
10.8(J
4.00
B.B7
8.83
4.43 3,18
S.75 3,fl8
7 85 4.08
1 .40 2 81
1.9!) 2.. 52
2.4.12 84
.83 ■
.M ■
1.00 ■
! • •
.....
,
1 54
2 983.16
i.ft'i m
^
.....
.... 5,41
4.85.3.n|»^i^H
r.-
• • . •«
0.30
B-T';ijl^^H
:v/
'-^;r£vV
fef^
^H
I^^^K
■ ^^^^^3
^^1
HTDRAULICB.
■ KfTect or Bends and Cnrr^u in Pipe*.— We
I bends: Lowor head In feet = .131 -f 184?/^ j^X z^
= internal radius of pipe in feet, R = radius of curvature i
= velociiy in feet per second, uud » = tlie centrul alible, ur i
by the iieacl.
Hamilton Smith. Jr., in IiIk \vori< on Hydranlioi.
rlata at Imnd art* entirely iiiKuftioicnt to |icmiit n
ttiiti quite cuuiplleated «ul>,jeet; in fact, alxiut tlit- on ,
are those nnirle by Bossut and Dulniul witli small p>)>ei>.
Curves*— If the pipe iius eatty curveH, Kay uitii rn«lliif»
dianieter«>if the pipe, the flow will not be innlerinIK .lumn
the tups of all curves are kept Ijelo'v llie hydranlio r
he mniie for escape nf nir fidm tile tops of all enrvi-
Hj'draiilic Gradc-Ilne.— In a Bti-ai^rht tui ■
throiiKhout, ruiiiiiUK lull umJ (il»cliar{;inK freely In'
Krade-line is a slraight lln«i drawn from Ihe <liR?hni
liiarely over tlie entry end of the pijie and at a ■ .
<*min! to the entry and velocity beads. (Trautwine, i
In B pjp« lending from a reserroir, no part of its lenfctji bIiiI
Mle iiyaraiilie Rrade-line.
Floiv of Water In Hoaae-aerrlce Pl|
'Mr. E. Kiiichliiiii;, t..E., lurnlHlieil ilie followluK lahle
Mernr Co.:
I
Discbartre, ur Quantity capable of l>eiDi; I
Cnbic Ileet per Minute, from the 1
under the conditions Hpeclfled in the dnM't
[
FIBE'STREAMS.
579
a?5nime(t that the pipe is atralKlit and smooth Inside; that
lid mctflr are (Jisrpgardeil ; (hat the inlet from the
■ler, sluiip, not tlariuf; or roundi'il, and (hat the
"f pipe. Thf ilflivciies eiven will te increasfni if,
p I tit' meter and [be luain is of largor diameter than the
main is tapped, say for 1-iiich iiipe, Init is enlaruijj
• Iti inch; or, llitrd, if pipe on tlie iiuilct is larger tliaii
_3e of till- meter. The exnctdetails of tire conditions ijivea
practice; conseqnemly ilie quaniitifs of the table Diay be
•creased, Ijecaiisc the pipe is liable to Ix? throttled at the
I Ijends may interpose, or 8lop-«>ukx uiay be iised, or the
ly be increased.
^ Pipea.— A pipe is said to 1»> air-lioiiuJ irlien, in coii.^!e-
iog etitrappedai the higu [wliits of vertical curves in the
lOt flow out of the piiK^, although I he mipply Ik higher than
reniody i» to pri^vide cocks nr valves at the hiph points,
the air may be discharged. The valve may be made auto-
cif a float.
It*. (Molesworlh.l— // = head of water, h = hei^lit of Jet,
.jet, K =- coefficient, varyinK with ratio of diameter of jet
= KH.
10 eOO 1000 loOO 1800 S800 SiSOO 4500,
.» ,85 H ,7 ,6 ,.'. .«>
■vered throngta meters. (Thomson Meter Co.). —The
dice limits the veloeiiy iu waler|»|ves In 10 llueal feet^r
I tliis as a l>asis of delivery, and we lliid, fur the several sizes
metered, the following approximate reMiilt.s:
>r of pipe iu ii>ohes:
9j 1 IH 3 3 1 6
led, In vubic feei per mintite, due to said velocity:
rai s.tM r.:iG la.i '-'fl..'. 52. i 117.0
krs««l for W^ater In DlflTerent Cities (Kalioual
in price for 1000 KcJlons iu 103 places.. , ... 0.4 cents,
im ... -. :.'8 "
Ota to 100
FIRE-STBEAinK.
:e fk-om Nozzle* at Dlfl'erent Pr^nnnrea.
\ Am. Water-worlts Aas'n, 181IV, A'lig'j/ A'etrjt, July 14, ISSa.)
580
HYDRAOLICS.
Friction Loase* in Hone. In i)i» nii.,v>' i/thi.^ liii
water (ilsflmrijeii JUT ji't wrre /"i
III pravldlng for rliis pi-wsiir*- 'i
IOH»«i! in cncb hose, nooordliig: tu ii>
CO be used.
Thtf loi« ot preysiiie ur Un eqiiivulent lorn of hetui (/t) in ll
fouiid by Uiu'formula h — ii'i-lrn)-— ..
•iil'i
III this formiila, asoiiliiiaillj- useil. for fHct(Of) per IIUfLi
IJicre are ilie foUottUiK ci'iistiiiils : i-'W in. •lljiniet'-r ■'' ^•"-'
U>ngth of hose / = lUO ft., aiiil -Jy = 61 -T The v«rl-.
feet per stcoiiil ; A = lnws nf licail iii feel vkt IiKi i
tieril found by exporlineiit ; \\w veliKiity c is fa ,.
clmiKes of thi' jets ihrun^li llie rIvcmi diuiiietci' of b<isi\
Head aud PreiMttre ■<««■•«« by Friction \m
liengtlia of Knbbcr-Hned Rmootlt i.<>t«lM.
Di-cliarKf
Velocity
L'oefBcient,
Head i.oHt.
I'l-rt-on-
pfi'iiiiimt(-,
per second,
m.
ft.
lAVii. Ilw
galluiis.
n.
(«l.')0
'« k;i
per Hq In
vSX)
laOTi
9.1W
aso
ii;.3H8
. in 11(11
;«..■»
15.43
300
J8,8.^«
.iHMltf
40 80
to.si
M7
vi.orr
.rtM:fl)
«i.M
W.70
3S0
aeK:»
.(KMOT
68 4S
»T!I
400
Sfl.HJ
-tWCW
ss.ai
«.»
450
S9.4Q8
.I1'>4:J4
Ill.lW
«.W
eoo
32075
H013J
137 ao
50.87
sao
a:l.9*J
.(K14.il
148.40
CI in
TliesK frii'tlon.s are forgiven voliiMlftx of ttoiv III '
ties rcafU'Clivpjy clue to thiise volumes, and aif
nozzle. The chficikieH In dozzI« do iioi affeot the fri^ .
is no eliaiige in velocity of (low, liiit a larger nojale wu U «iiitit
tlie uozzio nii^mr'nt!s the iliKcbai L'e and velocity of ttow. aii<| ih
ilici'e«ses the fiielioii l.rss In th*' hose.
Loan or PrcsNiire i/>) and IIe«d ifo In R
SmootU 2lu*iu. Hose luuy l>« found npproximaielj I
'7' , ,. _ I'l'
P = m
4\M<I^
niid ll = '' ^, hi whh'h I) = pr(«!(itt« losi l.jr
pounds per RC)unrp inch: (= l»ngth of iv-we In f«>i: •/ ^ mil
alsoharBed periniiiiiie; (i .= (liftiii.of ilie liosein ■ i ■'
hwul III feet. The coeflleient of (i* uouid be M
Tiie loM of pivssiiie mid heud for a U(i In.
hPieht of*) ft. i.", ill enoh 100 ft. ol i^A-iii. hos.-. ..i|.i .ai.u.i..-!
ft. aet, or, sjiy, hichidiiiK frlctioo in (Tie hyilrant, \i fi. toxtt ur
foot of lll1K««.
If We uliaiifie the iiorztefl to 114 orl5fl ill di It"' '' -'
hW^lit of Rliviiin We iiici>'U(w the frietlon !■
infttely "s fi. mid ! ft. head, resiiectively, fin ■
Tiipse (rompiitntloiis show the j!'^'*^ diflU i... >
Hi renin tliioiii;h hirtre n<>zzles iiiileiiLS the lio«e is vciy »lli>ii. «■
l^iitlly Ol direct iirensiire system.
This niiiBle li-tl in. ulream requ^ren npproxliiot
leur lo ]j6 ft liead, at the playpl|M' mid 4.^ i
Innprt-it of sinrioih '.'l^-lii- homv »ii that for I'
mil-'' ' ' ..s.i.i.. '. I., .r ,1... iivdi'dit or ■
ft. lU-l" ""-■
yve I : lie III drmil
ft . i- -I- ^1 ■■ ... , ■. ..- ■ ." luse llie dinil..
tile lotii; ho-e niiii save f ni'ii..n-to«H of heiid
Hmttfd raparltiea or Steam l'lre>«nBin<Hi, «
V fdlld jrirater lliaii Vlielr uldlHitWN rule nt wovW*! dn-A,
KitVn. per mSii.»u«
onf tiiiiv t;
as folluwH
l»t
THE SIPHON.
581
squired at Nogule and at Panip,inth Qaantltr
■Aure uf Wut(>r Neoenaary (w tbrow Water
Dititaiiees tl>r<>iii;li Ulirerent-Hlzed Nozxlesa*
-iiicli Rubber Uoso and Smooth Nozzien.
Kn»«nts of Eilis & Lcshure, Faoulug's " Water Supplj-.")
I of Noxsdes.
a, Iba. per so. In
pump or hyaranc witb
!h rubber how?
inute ,
tanee tlirown, re«t
c** thrown, f*^gt
] Ipch.
iyilaeii.
40
eo
SO
100
40
48l
T3
9T
181
M
1»
]«>
aio
i4b
19«
lOS
1«
168
IRfl
IIS
w
]l«
181
US
HI
eo
Rl
•HO
MS 1T;^
Ml ir
80
too
ISS
310
of Nozzles.
IJi Inch.
>e, Uis. per bq. in
pump or hyilrant with
40
Bch rubliar ho6e 61
Inute I Sii
'distance thrown, feet I 118
)tau«.*e ibrowu, fiwiL I 8'
CO 80
SQ 133
la6 18B
iiM u-i
100
154
207
IM I"cli-
00 £0
lOO
40-.'
ifla
sater length of 2J^lrieh hose the Inei'eased friction can be ob-
noCiiig lilt- dUTr'renceg between the above eiveu ■• pressure at.
d ■■ preJixure ut piiiiip or hylrant with 100 feet of hose." For
* tt requires at liydrant or pump ei^lit pounils niure prf*Fsiu'(?
oat iio/.zle to overcome the rrictioii when pumping through 100
-inch hot*o (iisine 1 inch nozzlti, wllU JO-pouiul pri-ssiire at salil
n it requires lO-poiiniln pressure to overcome tho frlcllou in
out^h litK) feet of haiiie biz© hose.
P]o\r dne to Increaae of Iientrth of Hose.
perinieTUs, Trans. A. S. <J. E. 18S9.)— U the Ktatic pres-
a hydraiuplpejsof such size that the tire.<iiure at the hy-
lose '-Hi in. iioiniiial ilium., ami the nozzle 1^ in. iliHin..
e flre-streain obtainable and the quauiity In gallons (>er
M
BO
ttt, otSii-in. hose.
Lineo Hose.
HeliThi, ual».
fewt. iw niin.
. 73 Ml
.. 4-J 181
.. S7 140
Beat Riililier-
lineil Hose,
Height, Qalt).
ft-et. per min.
81 S»i
dl »!3
40 11.3
I
I ft. of smoolhest and best, njbhcr-llned hose, if diameter be
>)ji.,eff«ctive height of stream will b&3'Jft. (ITT eal'^.); if diameter
Mar, effeoUre hel|;bt of Ktruam will lie 16 ft. (19:1 gals.)
f THE SIPHON.
hn Is a hent tube of unequal liPttnfhes,''opcn at both ends, and
!ouvey a. liquid from a hijjher to n lower level, over on inlermedi-
ler than either. Its p.arallel biftiiclies beius in a vertji.-alplane
liito t« o biHlieg of liquid whoHe upper Hurfucej* are at dilTerent
Id will «tand at the same level built witlijn and without each
I tube when a vent or Sfnall opt'iiiiiR Is made at llie iH'iid. If
idriiwti from the siphon tliruuKh this voiii, the wator will rlae
ra by lb« iitmoKplieiic pressure viitliiiut, and when <.he two
and the vent /» c/oseW, ilie licjuid will flow from tVe \\v\jW
D«- a< tlie end of the uhorter braheh of the slphoti Va be\Cv« ^^^
Uquiil In tliH msvvvnir.
582
HYDRAULICS.
ha
no
!
pp.'
If j1 = area of cross-secllon of the tube In sqiiriiH f'-et. fr=|
In level l>etwecn the two i-es.TTOirg in f.--
pounds per i-uWc (cot. then ADH lupiisiin
caiispf the movement of the fluid, ami I'— \
Teloolty. in feet jiei' second, which is reilu
and fncriiin. as in ntht»r castiH of flow of ii';
of the diffeicticc of level being greater than
the water in the r^borler le^ is llniited to tliai •\uk Iu « I
that due to the dilTerence oetween tlie atmoaplierjc press
and the vacuum at the brncL
I^eicester Allen (Am. Mack., Nov. 2, 1803) says: Thui _
irlphim must he greMer than the flow which would take^^
,«ban;e end of the pipe, proviiled ihe pipe wpir^ fllleil wll
pply end stopped, ntid the discharge end opened «heti th»<
left free, unrt^?iiliited, and unsiibnierKed.
To iUualrttte this principle, let us suppose tlie etirf ine
having- a calibre of 1 foot, in which the differi'ii
point of supply and disoharge, is 4 iDChes. I
liphnn to be at Ihe sea-level, and its hi{;best p
nippty to be S* feet. Aluo suppose the diKcharK^ i-iid
__ igulated, uoBubinerRed. It would be itioiwrative fx
longer leg would not be held solid by tiie pressure nf il,.
it. and it would therefore break up and run iiul fast-ei ilu
pi iced at llie intlow end under an effective bead of only 4 (
Lone SIphonw.— Prof. Jo-seph Torrey. in xbe J
desL'ribe.s n long siphon which vas a partial failure.
The length of the pipe was ITK feet. The pipe was 3 Inch*
rose at one point 9 feet above the Initial level. Tin- ihiul Ict
below the initial level. No automatic air valve " 'i.
point in the siphon was about one third the total <:
nearest the i>ond. At this point a pump was pi'.
"1 the pipe when necessary. This »ipbon would t\uv. itA
id then ce-asa, owing to accuniulaticMi of air in the pi|r
'operation it discharged 4314 gallons perndnuto. Tli- tli'
from siK'li a sized pipe witii tiie spccdltMl hertd i~
Stpbon on tlio Water-supply of iTI
;i?)iy> yeirs, Mny -1. ISM.)— A liindi siphon, (12
ft ot ii.Vi ft*! and a ■l.'j'' change iu allpnnu-nt.
ew York Cii.v Suburban Wnter Co.. which suj 1
.\t its Bunmilt the Kiplion croHses a supply mai'
the siphon.
The nir chamber at Ihe siphon ia 13 inches by 16 fe«'t Iouk. A i
and coclc at the top of the chamljer provide an >>\ii]t^t f"r nw u^m
It was foimd tliat the sifihon witli air-chanii '
nntil lv!5 cuVjic feet of air had gathered, and ilmi
soon with a H-foot lift a« wiih the full lift of i
iperate about t'J hours without lieinj^ reohnrg
jolten over by chartting' every six hours. It en
out of 34 with only one man in atteudancn. W u •
above it is necessary to close the valves at eacli vrnl v( lb»j
recharge It. ,
It hAK been found )iy weir measurements that the diarharit* «( |
before air accuniulatisa at the summit la practically tboi
Htrftight pi|>e.
KIK.^IiUHEllIRNT OV FLOWINCi WAT1
Piezometer.— If a vertical or oblique tiil'e »><> ln>!»>rii"l
aiuiug water under pres-sure, tlie water wiv ■ .,
Vnl lieiglii 10 which it rises will lie the hi 1
III where the tutie is aitat'hed. Such 1
I'ssiire measure. If the water In Ihe 1 1 ■
I'l it shows tiiBt the pressure iu the ni, 1
structlon Ix-iwet-n i)ih pi*-7,->?i).«r»»r and '
lore Its pr • - ' ' ■ ' ' • •' ■
i«.
«\\V \
i.«» "Al
STEASUREMEKT OF FLOWING WATER. 583
TbH<> CJAng^e.— The Pitot hlb« l8 used for mMRiirinjr tlif> reloe-
I. II hns Uerii used whli pr«'Ht suct'<*s» in iiiBasurinK
- iS. W. Rdhinsori, Roiwrt Ohio Gool. Survey. 1890.)
r.t Mag., vol. sxxv.) Ii is siniply a lube so bent thai
to the current of fluid tlfivvinj; from a liihe, with llie
liflce opposed ot rl^ht aiiRlt^s to ihn dlreelion of tins
... , . .- ^: e caused by the iiiipnot of the current is trunsiiiillfd
Uip lul<r! lo a pr<-»8ur>>'KHiiK'' '^t any liiud, Kuch as ii coluinti of
of mercury, or a Bourdon Hprin^-xauge. From llie (>rcR»ure thus
I nr,.i 1 1,.^ Iniown density aiicl teiupemture of the ilouini; ens is o!i-
' ■orre-sponding to iliB pressure, and from tills the vt-locity.
!i of the I'itot tube described by I'rnf. Kobinsnn, there are
ltd into the pipe convrying thi- pns. OEiir of wliicli has the
Lhe oiWlce at riithl annle* to tlieeurreut, lo receive the static pr-eg-
» the pressure due to impact: the other has tlie plaue of its oritice
to tbe current, go as to receive the static pressure only. Tlie«e
I connected to the legs of a D lulie partly filled with mercury, which
taters the difference in pressure io tbe two lubes, from wnich the
nmT I.e calculated. Comparative tesitH of Pilot tubes wiili (.'Uf-
Mirement of the flow of natural gas, have shown an agree-
rl I*Ieter, Invented by Clemens Herscbel, and de«crilieil In
I by the Builders' Iron Fnnriflry of Providenc, R. !.. I»
.iiuri, who flret called attention, in 1796, to the rulatiuii be-
' ii'S and pressures of fluids wltun flowing through conver^in^
viikK tubes.
lata of two parts— the tube, tbroucrh which the water tloH'S, and the
, which registers the quantity of water that passes through the
ae takes the shape of two truncated cones joined in their stitidlesl
s by a short throat-piece. At the tip-etreain end and at the throat,
! airclininbei-s, at which points the pressuees are taken.
tlon of tlie liibe is liased on that property which cau.sea the small
t a gentiv expanding frastura of a cono to receive, without material
i tosa o^ head, as umcli water at the suiallesi diameter as is dis-
at the lanre end. and on that further property which causes Mie
of the water flowing througli the tliniai to be less, Uy virtue of lis
reJocit r, than the pri-ssure at the up-stream end of tile tube, oaeh
being Ht the same time a function of the velocity at that point and
fdro-stJitic; pressure wliich would obtain were the water ruotionless
connectod with the tube by pressure-pipes which leail to
:bers surrounding the up-stream end and the throat of the
t in.ii >- pla^'d in any cnnvenient poaltiou wtthiu 1000 feet ot the
ti.ooi ■■;.'• 1 'V a weighluml clnekwork.
lfl,.r.. . f [■ri'S.'iure or hem! Hi tlieentrance and at the tllTOSt of the
! in the recorder t)y the dilfprence of level in two cultimiks
iodrical reeeiver.i, one within the other. The inner carries
.n of which is indicative of the quantity of wnler flowing
By its rise and fall the float varies the time of contnct
.jracitig drum and the couuters by which the Bticcesslve
lered.
t to the sizes of the meters nor the quantity of water that
I. Meters with 24 inch, 30-inch, -IS-fncb, and even 30-foot
ilv niod>-.
i-ut by Tentnrl Tnbea. (Trans. A. S. C. E., Nov , 1tt87,
»lr. Hei-s'liei recoinnii-nis the lI^^e of a Ventini lulie. in-
■ • main of ih>- pumping engine, for delerrainini; iho quantity
■r iliscliiirged. Such a tulie applied to a ij-lnch main has a total
>f about aO feet. At a distance of 4 feet from the end nearest the
tn.? Inside diameter of the tube i< contracted to a thnjjit having a
lit 8 inches. A pressuregaiige is attached to eacli of two
I- Kurn>undine and coinuiunicatiiig with the eutT(v«cfto»
.=r rrlrh the throne, .tc'coivling to experiiiieivlsuAftAewpoTt
:i //id/ametfrat the Ihroat and 12 in al "
!«. /h t/;s„„.|ei-at (he tluoai andU {•
rtTA/f/, pa.Mse.s through llie tuhe ism
I
r
I
I
t'g4
nTDBAlTLlCS.
h.v llip uoeftiiKos. Mi'Hiirechel stat-?* th«t tli» eo«4nolo«it |
wijoly-varying sizes of UitHWrind for a wide in oki* nf TelntMi
ptjip, wiis fouiiil to be within two jifi' Lt'ul. elUn-r \v»v, of (
woi-d§, tbe quantity of water HowliiE Ihrr^iigh tl"- '"
presspil witliiii two iicr cent by the formula U'^; d
A is the area of itie throat of Itw tiibf, A the I.
ing I" llif dJITerence In the pressure of llie water eiin-i
f<iiiiiil al IliM Ihniiit, anil n - 3:.l('i.
nraHiirctiient of DlHChargc of Pn>n|>ine-<>ncli
MeaiiB or iXozzlos. (Trans. A. S .^! ■
• if watnr h_v i.'oni|itLtatioij from its dlscJ! i
nozzk's "f firi'-hnsL-, fiiriiishes a means
tlellvrPeil by ft iiiitnpiiiEenglne wlili-h fuu ..t-
Jolm R. I'i<»eiiian, Ti-ans, A. fH. C. K., Nov., !•■
iiient.x c'overirit; ii wide ranvre <if j>resaiire*! au
that tl>e cuelHoient of discharge, for a stnoolli
was within oiift half of one per oenf , either ^
the nozzlB Iwiiip accurnti-ly faliiwri'd, nnd llr
by in«ans "fan accurate gttUKeatlttclied to a ^uph.l.h |.i'
of the pinypipe.
In order to iihr thi.^ method for detenniDlnrf th« qnn:
•charged liy a piimpin/eiifftue, it would be n<'- •
box. to wli it'll tho water would be conducted,
nozzles as would be required to earrv off
Freenifin's estimate, four H4-incl' ■ — jL' "
of 80 lbs, per square im-h, wuuM
lialf niillloti engine. He also suj;.
a sincie opeuirifc' fur disoharfre, r...^i
so-called, the water bein;; carrietl to it i
To insure reliability for these tueasin
off valve In the foree-tnalti, or the seviiM, .- ., ......
iio that all tlio wai«rdischarge<l by the engine may puss u.
FIoMr through RectanKolar OrlAcea, lApprox
Cl'BlC FEKT op WATI^a PlRCBAROBD PER MlNtTr THI|..ri.FI .^ f !
Inch Sqt'ABE, vnubb a»v Hkad of Water ruo>i z .
For any other orifice multiply by Itxarea fn aju.!
Formula, ^ = .021 t- /»"x a, 0' = cu, ft. per miu. ; a =
^73
-*'0
■"?
^■u
-•o
f£ a-
J
If.
i
a;
Hi
X — 1 S —
;
.-— :
-' — ^
— —
'-' -3 £:
■3 ^
-J ^ ^
— ;,
2:_c
m
1 ■"
2.1
ill
L. ■"
HI
Sis
i '
3
1.12
13
a 31)
s.no
3.47
43
3 rt.%
■t
i.yr
14
'i.-if
a4
2.97
3t
3.5'i
44
4,i>'
S
1 40
15
a.:m
2,%
8.(3
3,-)
8 fiT
43
4 ''"
c
1.5-.'
III
2.43
2R
3. OS
.-50
SO-3
40
4.1-
7
1.61
IT
a M
•■t:
.) 14
37
3 07
47
4.1
H
1.75
18
^.^8
38
3.30
■■18
3.74
4fl
4 :•
B
l.PI
10
•:m
29
3 »
3!)
8 n
41)
«..
in
i.ni
a)
■i.~\
80
3.31
40
3 HI
:a
i.-s.
uo
11
203
•i\
ST«
31
8.9U
41
8 SO
^!
4.80
Al
13
9.1 J
•a
iM
SS
8 41
43
S.9I
M
4 34
C3
4.T4
neaMurcmcnt or an Open Stream bf Voloelfv and
•erilon.— M..,t-iii.. !l"- .|.-|.ifi . r i.,.- >;.ii.v .ir rn.n, .'. t,. i; i- .
;ABUREMEXT of FLOWIKG M'ATKR.
586
imi« giveH lli« velocity al (lie. surraci^. As Uie lop of tli«
1(1 the Ixitlom or sides — the average voloclly IwlnK
velocity at llii? middl*— it Is c'ouveuletit to meaaur*
- . r Lhe flout auU reckon it as I(K).
Fio. 180.
Tnclt OTensurcmenf*. (Pelt<m Water Wheel Co.)
, Fip. I'Wi kIiows iI>i- foituof n)easijrinB-l)nxnrdln.>rily uapri, and thn
't«l>)u civfes tlie iliMlmii{« in cubic feiH per iniiiiile nf a miucr's Inch
■■ meamretl uihIim- the various lit-aas end diir«reuc IPDgtlisaod
^«l[i^nures iim;<I In California,
^pesiiiRS 9 Inches High.
OpeninfTS 4 locUes High.
ttu\ to
Heart to
Head to
Hwwi to
Hi>n<l to
Hr-odtO
nitre,
Comrv",
Ceutre,
Centre,
Ceiitri",
LVn>r8,
nclies
8 iucheB.
7 inches.
6 Inchea.
0 Indies.
7 iuches.
IM ft
Cu. ft.
Cii.ft.
Co. ft.
Cll. ft.
Cll, ft.
T.'SIS"
1.47H
l.S8tl
1.8J0
i.4aQ
i.sro
!.»:>
l.JHO
l.«MI
1,.*»
].4'0
1.59»
1.850
1.4!<4
1 000
1,»14
I.-IKI
1.009
l.SOt
1.IM5
l.Brti
iMO
1,4S7
1.61S
I. IK'S
i.m
1 tllW
1 S.-3
1.491
i.oao
l.WM
1.4m
l.tWI
1.854
1.404
l.O'JS
1.8»
1 . IH9
l.(H»
1.356
1.491!
1 .6-26
1.305
l-l.s<l
1,606
l.W
1 499
l.»l$
I,3l»
1 41X1
I.IKIA
i.ffi;)
1 .4!)9
i.am
l.SOfi
MOO
1 807
1..1'.9
1.500
1. 031
i.aec
1 VM
I «or
i.aeo
1 .mi
1.0«
q.soc
l.-IW
1.607
1.801
1 .BtW
1.6!M
j.aer
1.4'Ji
l.fiOT
1.381
).50:l
1.6J1
1.4III
1.608
1.303
1..503
I flltt
1.807
i.iie
1.008
1.8U3
i.sur.
1 687
1 im
l.4ll<i
1 uig
I.M4
1 tar;
1.6!»
1.S08
1,48))
1 .WD
l.JWS
1 50S
l«^fl^^
x.vm
1.4!):l
i.eoo
i.a«5
i.rjos
^^^M^^^H
1.S68
1 49S
LAW
1.300
l.GOQ'i
^^^^^^^1
a.aaa
i.4iri
i,i;io
i.sm
i.bmJ
^^^^^^^1
i:9»
im
I DIO
7.508
i.sog
^^^^H
I apertam fruia Which the aboys meaturooie
586
»
HYDRAULICS.
mere through material l.<4 iocbes thick, an. I tlie Inw^r Mn* 1 1
the bottom nf tlif> ini'nttiring-lx'x;. thus gKin^ full <-r>iitrartJnn,
Floiv or Water Over IVcirs. Wclr Dam ^
(Pelton Water \\ lieel Co.)— Piuce & boau-d or plauli to Uwi
S%
.M,. .
Fio. 131. ^
In the skptch. at some point whero a pond will form Bboid^^^^H
the notch Id thi- dam Ahoiild l>e from two to four ttmea It^^^^H
quantities and lonKvr for Initce qtioiititlcs. Tbo edfrcfs ot W^Wm
be bevelled toward the intaiie aide, as abown. The orerfafl liclMBi
should not lie less tlmii twice its depth. [Krancis says a fall btio* III
fquai t4i otip-hnif tin- head is sufflelent. but thfif niiist lie»fr«»KI
air under iliu sh«?t.l ,
In the pond, about 6 ft. above the dam, drive a stake, and thM oMH
water until It rispx precisely to the bottom of ilw ii.,riii :iii<l mart iW
at thU level. Then complete tlie dam so na i ' '"^
through the notch, and, after time fi>r the •» i. i. IM
again for this new level If preferred tli.> -i I'li
precinety level with the Ixtttoin Of the !■■
measured with a rule after the water is i!
ferabie in moat cases. The atuke can liw
between the marks ia the theoretical dejuh uf tltiw our.-
quantities In the tshie on (lie follnwiiii; pa^.
Franclk'B Formidie for Wvlr*. ^k
A« given by Aa^H
Fnuicia. ^^
Weirs with Ijoth end oontractions I n — t vuki x^d-i-
suppressed f V — •'■•»*« aw^ t
Weirs with one end contraction I q _ < 4u| _ la^l .-^1
Weirs with full contraction 9 = S.SSif - iArt* « 1
St varial Ion of the Trancls fonni«ln< from the va)u«*4
l£HEXT OF PLOWlXtJ WATER.
cubic feet p«r secaod, I = lenirth of weir in frf i. h =^
measured from the level of Ibe crest to tbe level ul
eir.
in cubic feet per mimde, and ]' and A' are taken
Of the above forroiilu? reduces to (^ = 0 1/7i '. From
In'iDf; table is oaloulnied. Tbe value:) are ^iimck-DUj- 1
I computations of waler-powpr for weirs wiibout t-n<1 .
tor a weir ibe full widlb of the channel of approaL-h, i
also for weirs wllli end contraction when 1 = at leaat 1
pcess of tbe truth when I — \h.
L
IVelr Table.
or Water per Miicdte that wn-L Fr^w ovm A
(KCU W^lDE AND FROM % TO 80^^ t.tCHES Dsap.
Otber widths multiply by the width in inches.
>«!n.
ie.B8
19.01
21.23
ss.oo
88. ;m
80.80
88.45
an.n
H'n-
ou. ft.
.05
.55
1.35
a.34
3.50
4.81
6. £5
r.tio
P.47
11 85
18. «
15.09
17. )5
10 29
81.51
23.83
28.fl5
31.18
sa.Ts
86.45
?i In. I }6 in. I ^ in.
cu. ft-
.09
.61
1.46
3.48
8.68
4.98
6.44
8.01
9.69
11.48
13.36
V> 34
IT. Hi
19.36
ai.8o
S4.11
86.50
28.97
31.50
34 11
86.78
cu. ft.
.14
.73
1.38
$.61
3.81
5.15
6.6'.'
8.-J1
9 91
11.71
i3.e4t
15.59
17.117
19.S4
sa.oa
£4.40
20.su
31.82
34.44
87.14
cu. ft.
.19
.89
1 711
276
3.97
5.33
6.B2
84«
10 13
11.114
13.85
15.85
17 94
20.11
!«.:47
S4.70
27.11
S9..W
3i.l5
»l.77
37.46
»i in.
?8in.
CU. ft.
cu, ft.
.96
.•»
.92
■oi
1.82
i.S
:i.90
s.as
4.14
4.3»
5.51
5.<a»
7.01
7.SI
8.63
8.8»
10.»
1097
i*> 1?
12.4,
1409
14.81
le.ii
16.8d
18.31
18.41
20 39
ao.Mfl
32.65
23. 9r
2.1.00
S9.30
a7.4a
97.72
29 91
;i0.22
82.47
3S 80
35.10
35.44
37.80
.IH IJi
rurate computations, the coefllcients of flow of Hninilton
f Uazln aliould be u.-^ed. In Striili'H h.Tdraulics will be found
Bsullsiif eiperiinentsoii oriHces and weirs of T»rii>u8Blia|i«ii
I <li(I(>r>>nt authorities, to)?-ctlier with a di.wussiui! (^f llieir
6. iSci' also Truutwine's Pocltet Boolt.)
Kperimenld.— M. Razin (dnnafeadai Potifs el C'i'Ikos''"*.
iled by Muriobul and Trautwlne, Proo. Engrs. Club of i'liila.,
|e an eictensive series of uxperinientK witli a Hiiarp-cirslrd
tteral contraction, tbe air being a<]milted freely beiilud (lie
Hd found values Of m Tarylntj from 0.42 to 0.50, vvltli vurin-
fthof I he weir from 19^ lo78fe in,,of theheiRhl *if tlie cr^st
m of ihecbonnel froui 0.7B to 2. Ifl ft., and of llui li<-a<l froui
proni these exporinieulB he deduces the follow iiiu fornmla :
I.4S5 + 0.91
HILL-POWER.
•ad of wat<>r can be m&de nfl« of in one or oth«r of ibe following; wojrt
its m-eiKhi. as in ttie waler-balaiic«< and >ivurtihi>t -wheel,
1 ttM pressure, lu in (urbiDea and in tlto liydraulic ouxUif, by dr
k(<«. (BlIZ.
[|l« imfinlae. a* ia the und<>rshot-wbeel, and In the Peltou wIh
[Tonibinalion nf ilif nh-ive.
|>a«r«r of a Bnnnine 8treBiii>— Tlte frrosx hormpowpr
jU X 6--Mi-' ■*- a.'Al = . UMl^l!. Ill « liicli O ia tlie disibHiKe in cubic
1 act4uJl]r liiipiiiglng ou the flout, or bucket, aiid i/ i^ llieorvl-
to ibe velocity of tbe stream 3..^ = jQ-j, Jn wliicb v is the
* ) pr Kecood. K ^ be taken In cubic feet per mlnutp,
IK of an UDderahol-wb(>«l driven by a <!iirrent alone be 6
. HiMi the velocity of Mreoni = SIO ft. [ler iiiinulp, or 3W ft, p»r
llicll t li'- I lieoreiii;ul bea J is .19 ft.. O = S so. ft. X -10 =» 1080 cu. ft.
. H = .l«ft : H.P. = 1050 X 10 X.00ie9= .«77H.P.
ffla »«>ijld reallie only about .4 of tblH power.on ncconntof friction
.151 li.P., or uboui .08 H.P. per KOiiare foot of fluat, wbich is
.. fi^ sar ft. of float per H.P.
• nf T^ r-tor*. — A current motor conld only iitiliie thp whole poi»<!r
Ml If it could take all ili« Telocity out of iho wnlfi-. so llmt
ilDRts or b'lekets witli no velocity at all; or in (.>t tier word*,
'IJM1I •• < ti»? bnckliig up of the whole volume of ttm Bti'eiiiu until tim
eiiu was <-quivnlent to the tiiforetiral head due to the velocity of the
Ab but a Huiall frnrilon of the velocity of the mrfam can be talien
lciii'r»*ot inoior, lis elBcieiicy Is vciy ytiiall. Current motor* may be
I obtain aniall amounts of power ft'oni Inrge Htreams, but for larg;e
lihey are not prnciirnbli'.
»'<iver of Water Flowlns In a Tnbe.— The head due to
„i /
' ia — ; the head due to the pressure Ik - ■
.«0
the head due to actual
> tfae datum plane is A feet. Tiie total head In the sum of these =
In feet, In which v «■ velocity iu feot per Eeeond,/= pressure
er Ml. ft., W = weight of 1 cu. ft. of water = 152.30 lbs, Ztp = jTes-
. per sq In., — k i.aOSp. In hydraulic trannmission the velocity
I height above datum are usually small compared wllh the pretisure-
Tl>e work or energy of a given quantity of water underpressure =
le ill cubic feet X ilfi pressure In lbs. per nq. ft.; or if ^ s^ quuiiiily
teel per isecoiul. and p = pr««sure In lbs. per equate Inch, It's
I the H. P. « i^*^ = m^Q.
knin Eflirleiier of a Lone Conduit.— A. L. Adama and
meil/iiil/'j; Ach*, May4, ItfKi), »liow by mailiematlualnnalyslathat
llitions for Becuring the tnaxiiuiiin amount of power through a Iohk
>f nzed diameter, wlUiout regard to the economy of water, is llmt
Kill from the jiipe should be Kuch tliat the friotional loss in the pipe
anal to one tliinl of the entire utalic bead.
••*rer. — A •■mlU-power" ia a unit used to rate a waler-power for
w of renting it. The value of tlie unit i« different Iu dilTerenl
The following are exninples ifrooi Emerson):
t, A/ii.<>.— l!><'h mill-power at the reti)>ei-tive falls in declared to be
flnnnp; Hi houm in (i dny to draw 38 cu. ft of water per second atr
' ' ' ■'. is a) feet, or aiiuaiilily iiroporlioiiBto to
II to S6.i liorst-ixiwer us a niojciinuui.
■ luring IS hours 111 the dny (io much waler
jvowt'i •••piiu i<> »M lu. ft. a second at tliegreiit (all, when the
reet. Kquiil io8A H. P. maxiiniini.
l/««.— The right to draw duriiiK 16 hours In a day w) much
1 give n liofse-iiower equal To SO cu. /t. \M;t second ' "
t^iial to t!> B.P. mnxiiiiuin.
. Jfiuu.— 3i)cii. ft. ot uBier per i^cood with headt
. j»
, a: J£—PJr/de T3S bjr the numbtir of feet ot InU 1
da}' fo much
nd wbeoJkaj
WATBH-KIHKK.
: the arc lubteiKlloK one biick*t at enlruicr,
II. = oh. tbe arc siibtend!n)roi)e buckei »i »xlt,
K = bf, normal section of passage, tt bein^ assumed Ual I
and buckets are very narrow,
fc-, = bl^ Initial normal si-cLlon of bucket,
t, = gi, leriiiiual normal section,
Mi't = vell^city of initial rim.
Ml'. = velocity of tcrmlDal rim.
t = HFJ. angle between the terminal rim i
valor at exit, , . „ .
r = depth of *:. v. of n,. and j/, of *,, tlK«n
A' = Yd »lu ; Ki = «i «, wn yj; A', ■> wi, sin y,.
Tbresidniple Hygt«maar<f rneognlzfid, r, < >-,,^BaIled ontwarH f
oalMiDwanl flow; r, = •., ealk-d parallol flow. The Qrsl awl i
b«coiublii«il »lrh ili« third m/ilciiiK a iiiiS'»d .syMein,
Value of ym Ithe qiiiUtnii niii/ie).— The t-tHcieuoy U lorrr»KJ««_3
.7V
cri'nBwj. nnri Ucit-aiVhl for vt =0. Hfnt'*'. tli*>'ii^iii
' biicKr ■ ■ ■ ■ ...
o«llv Ihx
lni>nt nf (liH biii-^tci should In- "mnRent to the qi;
This, however, for the lilschar^ of a flni''
rf-quire an iufluliff dijjlh of Imcket In praclli- . .
Iittve a (Inlti! value. The Inrger thi* illameti"r of ilie t«rMiiiial
may iio ihis hurIci for n civen i1i»ptli of wheel and ^iren quani
(ll!<cliQi't(>!d. In praotloe Vi i^ from 10* to 30*.
In n nliofi in Mhk'h all the eleincntR ex<:vpt y^ are flied
ilw u'lie«l for [MfM efre<.-t must increase as tb« quil(ln( ao(l«
il»w*r)'a*««^H,
l"ri(ii.-ii nf I, -i- f. must he less Ihiin I'^O", hut the b««t r
diHvrmlnuil by iitiulyKiN Iton-ever, since the wat«r sliould
lis citlirse ns niuoti an iinKsihlr, f mm it ^ rnir-r.y.e t/i li< leA*lttf{
nn^le a fur thin r' '
In |iraoUix>. a .
I'll.' v;iUl.- I ,
t Hi (or outward flow, bi^tiig iwipri
trirl\ona\ TiBia\K\at>c«« &>!«<«»& u^oa
lOlbnoaa ot \taa aattaosa. Buwy*— '
uram
TUUBINE WHEELS. &93
t tliecuiv<«l ikurta. Mid ftlso upoii Mie speed It te run. TlieHe
oi iK^ • issi^iieil beforehADd, but WeUb&uh gltea for
ion;; M : ■ w O.W.
•I III."" I'lul, and ft, tnny b« from 0,06 to 0.07S, sod Mi
I 0. 10 «>r tjvvii Jiir^iiT.
Y, inu.sl bn less lliaii IHO* - n.
gale Htdn, y, may be 20 ortO dpgreee lees (has 180*— 8a, giriiif
ri
Y. - 180* - Sa - >5 (luiy) =lS5-8«.
iMml ^
Hi SO", y, = BS*. Some ilesignt^ra make y, 90° ; others more, aud
leas, than tlml. ninoiiiit. Wei^bnob sUKK<.'»Ii! that it be Irss, so
jket will ha Kbortpr ami friciliiii Iniw. This rpsnonlng appears lo
'or Iha liillow whei.'l, lait imt for Dn- oiitHow nhet-l. In the Tre-
ne«. di^sf rilifil hi the I<nwell HvdiTiiiUc Ex|ierltiit'nt.s, thtw an^le
tiijrh* « »'". and v» 10°. whlon fir()|M>rtions Insured a pusltlve
tbu "htM-'l. Founit-yrim mndeyi = W°, and a from 80° to 4*",
<m made the liiillal preiuiiire In the nbeel near zei-o.
Burkel — Thu foriii of the biickrt eanuul tie determined auulytiu-
i the liiltiiLl and (••rmliiHl dIreetlooB and Ihi) volume of the nocer
aii^h I h» witi'el, ilie aiiM. of tJio iioruial (sections may be fouud.
section of the biiclcets will be :
ba of those sections vill be :
K t, _ fc,
a sin a' o, Blnyi' * "« "I" ■)■»'..
of curvature and seotion must be Kradunl. and the eeneral
ao that eddies and uliirls shall nut lie fnrnieil. For the Rainu
erl must be run with the oorieot velooKy to t<eoui'e the besi
'practice I lie buckets are uiadeof two or three arvn of circlea.
ADKenlinL
ii£ o/ w — 8o far as annlyain indicates, the wheel may run at any
t In order tliat the scream Hliall flow smoolldy from the supply
Dto the bucket, tho velocity I' should lie properly lefrulated.
, = 0.10, r,-<- r, = 1.40. a = 25«, y, = 90°, y, = 1V>. Ihe vel.pctty of
rim for outward llow will l>e for iiiaximum etUci«ncy 0.(114 of the
ne to the bead, or wr, = 0.814 S'^H.
xHly due to the head would he l'2j/i/ = 1 414 \'(iH.
inflow wheel (or the case in which r," = fcV, and the other diuien
l»ea above, wr, = 0.964 \''igU.
best efnciency of tlieTreinont turbine, found experimentally, wiih
id the corrB»<pondinp velneity. 0 K'iW.^ i>f that due to the bead, and
lociUts above and below this value ilie eflloiencv was less.
Tremoot wheel a = 'JO" int-tead of •&". and y, = 10° instead of !«•.
uld make tliH themelioal eniiiency and velooil.v of the wheel some-
tier. Experiment showed tlmt the veloi-ity iiiiitht IjeconsiderHblr
smaller tliao this amount without miicli diminution of (beefflciency.
fouud thai if the vel'X-lty of the initial tor interior) riro was not less
BOr more thao TW of that due to the fall, tlie elTlcienoy wa.>i 7f«< or
'bis wheel was allowed to run freely without any brake except It*
lioD, and the velocity of the luitial rim was observed to be
iH.halfof whiuhlaO.flerii WgH. which in not far from the veloultv
aximiimefreui; tiiatiKtosay.wheD the Kale iH fully raised the coefTl-
sBect Lsaniaxlmum when the wheel Is moving with about half its
n\ vel'-^'lty.
' '•■ •icrtit. — Siicceosful wheeln have been made In wlili-h ihf rtl-
iiH hiicl<etM waH an $nuill uh O,?.*) of an inch, and otin't^ m^
■ti»«. Turbines nt the (Vnteuiiial Exfiosition hail biif 1.-
•■ nchra from ii-ntre lo centre. If too Inrce iliev will o..i
i.-r should lli"y be too deep. Horizoi""' •— -•iii.itiij
iced. Tbew secure more efficient wor» "^
|vuiv ).""i uiteneil. The fnriii and niiniber Ot ll
I trie ehtetty the reeuit ot experieuoe.
r:
594
WATER- POWSB.
Hatio of Rdrfij.— Theory doM not limit the dlmcnaiOM or tlie wixtL :
practice,
for outward flow, r^ *■ r^ is from 1,IB to l.EO;
f<ir Inward flow, rj-^r, is from 0.6t to 0.80.
It appMUn that the lutlow.wheel has a higher <?fneit*ncy Mian theimlw
Oow wheel. Tlie iiiB-jw-wlieel alM> runs ^oiiiewliai slMwer for liew tC
Th« I'etitrifiiiral force In thf miiwanl-flow «h«"l tHii.U t>< fore* Ihf i
outward fajiiHr rlian it would otherwi^** flow ; while in the inn'&ril flowv
It lia* the CDDtrnry vlTvCl. actlii|: att it dot?a hi opfiosilkm tu rln^rrfcx'
UiM liiicketH.
11 alxu apiM>arK that the etttcieucy of llie outward-flow wlic*! Iiigii
flllfhily AK the width of th« crown is l(>5<3i and llit; velocity Uir iiti
efllcicnov i* 8low«ir ; wliile for tlie inllow-wht^l the effiirirDcy «llit1
uri-a-w^ for liicti'&!u«l width of ciMwn.aiid the velocity "f Uieouteiiia
Raiio- liiiif nl.s<> iiicmuies.
Efflciriirii.—The exact value of the efflcieocy for a particular »li
be fi»mMl liy ei|ierii«etit.
It »eei>i< hurilly pomible for the effective efficiency to equal. ■
jxot^tHl, XM, uiul ail claliiiK of SIO or more per ceui for lh<«e moioret
diacnnletl na iinprcthahle. A tiirhine yieldios front 75;C to NOjt 1* <
gOO^t. Kx|irriinenls wilii hi)j:lier efl[lci«iK*i*t8 have been i"ej*orte<I.
The oei.Oiittttil Tivmoiit turbine g&rit TllJ^iS without the " diffimer,"
miEht hnNeii'Ided >ii>me 3;t. A .lonval turbine iparallel flow) hu rep
lui viehiniB n.T."i to O.SW, Inn Morin !<ii|;i;eHte<t correotioiui rediicinK It lot
O.Tl. Weinijai'li jfiv«*s the renulis of many experiinents. in »liich tlM*
cienry riiiipetl frmii hit% lo Mt. Nunieronti ex|K'riment« Rive £ = 060t«_l
The efBcleiu-y, o.iiKideriiiff "nly the t-nei-Ry ini|>arled to tlie whwl.'^"
Ceeil by Beveral pur cent tlie elTloieney of the wheel, for the l«tti!r»ill
elude the fiietiim <ir the sniipori ami leakage at the joint betwrwi tlits'
and wheel, which ar« not ineltjcled in the former ; also ax a plant then
aiices and losties in the supply-chninlMT are to be still further de^luctel
7Vie t'l'OPi'f.— The crownH itmy be iilane Ronular disk!>, or coiilc ' '
curved. If the partillDns forniiiif; the buckets be BO thin that thejr tu
dlncarded, the law of nt'lial How will lie determined bv the fonn I
CrowUH. If the crowns be plane, the raiiial flow (or radial cOinpoDUB
diminish, for the outward flnw-whet-l, ns the diBtance from the axis li
—the bncleels helne full- for the angular space will be gienler.
Prof. \Voo»l deduce* from the fni'innlce in his paper the tables on f
It appenrx troni'thrne table's: I. That the terniinalangle, a, hasflttIK
been niiide io<i lar({e in practice for the best efMcieucy.
tl. That ihK teriniual uuKle, n, of the Kuiiie sboiilJ be for th« I
Ihiin 10* fur the wheels here consiilered. but wheu the iultial »»k1<!*1
bucket lnM", and the l*i riilnni au^le of the f^ulde is 5* 28', thef;aliio"
clencr In not 'H jtreater timn when the latter is 35°.
8. That the Initial angle of the bucket should exceed W for best*
aiitllow wheels.
4. That with the initial allele between 00° and 120° for best effectotil
wlieel« the efficiency variea scarcely Ijt,
."). In th*i oiitHow-wheel, column (9) showe that for the ouUnw I
effect the direction of tlic iinitlln? wn'er in referencie to the earth Aw
nearly railial (from 78" to ST"), but for the inflow wheel the water l«tf
forward in qisittioK- TliisHhowH that the velocity of the rim gbonldl
what exceeil ilie relative Hnal velocity backward In the bucket, tmi"'
columns i<»nod (M.
6. In the^sn lablej^ the veloclllefi ^Ivea ai^ in term? of | '3(//i , and t.
elHcleutg of this expreKxion will be the part of the head which wouMpn
that velcicity if ih» water ituued fierly. Ther« in only one ca<>e, Cfilimwl
where the coefllclenl exceeds unity, tinrt the excess i.s'so small it iti»J''^
carde<l; and it may lie said that in n properly proportioned turbine i
fX)udition8 Imne ^iven none nf tlie vehwities will equal that due loll
in the KU|)ply-chaniber when niiiiiliie tit l»est effect.
7. The inflow turbine presetilH the best conditions for coDslruclW>
prodiicinf|r a jjlveu efle<!t, the only apparent dlKadvantaKe beinff an Ino'"'
first coal, line to an increa.<ed depth, or an increased diameter for ( "'
a uiveii ainouut of work The larger ufllcicQcy should, however, a
itnuti aJiza the increased Arst coh(.
11
b.
t<
kl
K
•it
I
3
1
1
44
1
1 s
^ TURBINE WH
" d 6 o •-.
EEL
i
1
a
e
B
M
s,
11
o»
II
u
II
S
«
2
S
II
^•
d
d
II
a.
II
1
59f
>
o
iiil
C Q d c
gj^
s§ss
2 Q ^ g
O O O 3
ei ^ ^ ti
' S 3 = «»
«
^l^l>£:
*
IIII
J. «■ «3
S < O
oo
t: S « s
D a 0 a
•
* ass
1--
S " ? S
S -D S oB
13 odd
N
2* = 2 w
fe i i ^
dodo
«
u
■r- -t- -i- •*■
I iliS
d d d d
Ifi
-' d d d
c
;a a a: a:
iiii
d d d d
u
>
'
llllilil
•«• v «► ■»
d d d d
S
>
IIII
iiii
^ *z> ^ ^
1
ao
WW
d ^ a a
1
I
a.
laj aisia:
iiii
c d d d
1 e o <a 00
1 d d d d ,
, 1-.
M
d d d d
li-
^J?|| 1
(1
?
fc 1
1876. (Pioiti n pnpBrhr R. H. Thnrstftn on 'I'
T{irl)liie VVliei")* in llic; Uiiitwl StJiies, Traiin. A, '
llie JinlKys at the liitfinalioiiul Eiliiljllion coiiJi..;
turbines. Many tif llm wheels offered for tests ut-ie foiui^
Ui:«is ili-feclive ill nttiiig niKl wurkinanKlii[>. Tlii' TnlNrainK it
till! resullu ot all turbiuea tinlerud wliicb ku-w u» cfllciel
SevvD Qiher wheels were tested, ^vlug remits between OW ^
M»kur'i4 Tiutite. or Nauie the
Wbeol is Knon-n By.
Rlwlon
NHtloiml
Gt-vHlln(»lngle)
Tlios. Tuit
<iol. I ic & JlcCullougb,
Riuliiev Hunt. Much, Co.......
T>!er Wheel
Qeyelin (diinlcxi.
KmowIIoii & ]>olaii
K T, Conc-&8ons
Hiirher* Harris
Yiiik Manufftctiiring Co
W. F. Mr»«si'r * Co
is
li
= (5
li
«>=
d
d
"i
a ^
u a
5
= 6m
"u.
•a
|t^
K&
!i
--2 s I-' '*
•-' «
^
r^
l""^
|.^
tsra
t'
ST.flS
M.«0
«.4t
88.79
70.VU
83.30
SiMS
70.40
m
8I.il
. . .
71.01
^^.90
TK.Ti)
7I.M
68.00
Bt
7V..%9
81.34
79.W
C7
77 57
77.13
74. a
76 94
)».«
TO in
Ts.'aa
3
75.70
07.08
67.87
t!> 1.1
74.i»'9
7|.9rt
70 5*
The Hinits of ei'mr of the t«iKi. Mjrs Prof. Thurston, wens
lliey art* iindonhtodlv cniviidemble as compared with Um Int
the iieriiieiueiit tlimie At HulyoUi — possiblr lis luucb a» Wor
ExperiniHiiiK with "ilraiiplittuboti." or " .tuclioii-tnb«a
netiiallr "diffuiwM-s" In their t-fft'ct, bo far a< Pr.if Tliurgto
bem, indicate the logs by friction which - aiittt
Kt«. this loM (lecreasiiiB as the tube iur. ii^al
TDBBIMB WHEELS.
£97
idrli'" ' nuMiiilWifii? power. A" quarter
losaiuu a "(quarter twiHl " about 5;(.
JTnrMnt . >iii>.Mjt>i'.>iis, jjower, etc., of blaiid-
lues ooirsiiK irjK' cuiuiM^uew of cliffei'eiit juaDutactiireni.
Brent makers vury Breatly iu their pioportiona fur any
I 'Water-^Fhcel.— ^fr. Ross E. BroHiit- ( Eiu/'g Ifew*, Feb.
iliues the piincJpleH U|ioD which thin water-\vlit>el is
' "■" ^ yy a jiftof water escnpiiip from
> ! , flue to its TfliKTlty, into ii«rful
t) lie wiieH-biii'lirt. aftfr i»li'liing
wiii^ 11 t" I'rM ii.-itM«- iiix.-iirt.r^n(» it, wiQifHit indoclrtg turbu-
Smi fif tli«" paTiirtPS.
I>e fully eff*?!'!**), and unaToidaUe dlAlcultltw iK>c««9itat« tlie
Inn of tlie en>?r)ry. Tlie prlnHpal losi^es oeciir a« follows;
I or niiKiiliir diversion of the jet in MitfririK. or in its coiirae
Bc-ket, eainiiig impnet, or Itip convcrsl'in of a piirlkiii uf tlie
at i<iiit(«d ot WBHfui work. Second, hi the RO-caHed friftlonal
r»>d to l4>« rnrrtjon of tlie water by tlK^ wHt^-dtnirfncen of th;-
IK also ttie conversioii of a ix>rtion of tUv Micrpy into lieat
ful work. Tiiird, in Ihe ■velocity nf the water, a-s it leaves the
BntinK eiwrgy wtiic4i bas not be<ni eonvewed into work,
ikiiifc a hieli efflflenij ; I. The biiclcpt-txirfm* at the entrance
iroxiaiately 'XinlU-l tot}ie relative oourH* i if the Jet, and
MM be ciirwt lu tiicli
t avoid «harp ivngiilnr rje-
*tream. If, for exAmi>le.
I snrfttoen' tin angle anil
8<*'e<l. a portion of tti«
fl.tli^ sriKxithiiess of tbe
lsrb«d, und lh"re resulls
iwa iiy inipfici ami othrr-
hrnnce antt drtleclion hi
tket are Koch a« to avoid
Vhemahi. (SeeFiR. J«.) ^ . ^
ter of tmcketa •lioiild be mrmll, and the path of the J«>t Bi Ine
In other word*, the total wetted surface shoiikl be small, us
jtion will lie profiortional to tlii«.
etid of the InicUet should be as nearly tangential to the
(.onipiitlble with the elearanoe «f the iMtcket which
.iflferenees of veloiHly in the parts of t4«! eseapinif water
_ III order to bring tlie wotwr lo Test, at the liiseharge end
Is tiiowii. nvatheiiialiiuilly, riiat Oie velocity of tJ»« bucket
f tbe »eloclty of tlie j(3t.
M«hown in Kig 135. will cause the heBping of more or less
deail or turbiileiit waier at tlie noiut ludicated by dark
■hadiup. Tliis <le«d water is FubiiequeJitiy litroKii from
hrel with oousltUirable velociiy, «ind ropeeatiots a
Jo>-s of eBeiT5^-. T4ie iiitiiodiiclrioii of tile Wed)re iU
tltou bucket (see Fift. 13<) is jm efBoieift mvaoeof
JK^t^is l""*.
A wheel rif vh« forra of ibe Peltoii euuformi dloaely Ilk
<)on!itrtirtl">n toeadi of tliew refinire+iK-Kts.
lu a te>i niaidv by the i.i m ri.i .r«of ihefd«*io laitae,
»eftrOr»eBTBn»'y, tJal.. ■ -.n! tmd Tenulls were
at (olli»v« : Xahi kMp], : . ^liaiiieler. ffiKKl ft,
,-of 8S»Wf-e»t »bove<?eTin> i Tlie luss by fHeiion
,8fL, rwfluciiic: thttefTeolive li,-a.il t.. am. J ft. Tlie IVIIon
be 1 BtMii- li ft. in diaineler anfl theiniMle »un ].R9in.
Ic villi;,. M;m inr-afinred -liv a. I'rotry tirak^, »nrf the muMi
.■tof»*7a<.
: vH a loolor far .suiitll jiowwu. A l«8l bf
M ilh .'1 3i iin-li iu,7y.W. uiuli-r I"" Ibx i nv.sKiii-e,
Fic. 184.
Fio. 135.
E-dltTe
bert W. fitahl, U. 8. N. (Trans. A. S. M. E., xtli. t^), gives llie foUowIn
lalBuiK] talile. ba«ed upon n iheorrticiil iliKi:iiiiKi<>ii of wave motion:
tm tolol enrrtry of one whole wave-li-npUi of u. wnve H ff ft lliKtl, L tvtt
; and one foot in breadth, the length Iwine the distance Iwtween Buoo
cresu, and the height the vertical distance between the oreat Mid
ICh,li K= 6Lm (l - 4.935 ~) foot-ponuds
la time required for eacb irave to travel through
.i*i>,th;.^=^^-4
diitaoce e<iual i.o In
secoada, and the number of wave
i
WATEE-l'OWER.
the I
(rl»eii point in one minute is H = — = 00 j/ ^-j^. Heooe
of an iiidefloite serim of Hiich waves, exiireseed in hor«»-iiovcr ]
breodtti, is
^feti
SiWOO
']r Ru)>sttttit|iig various values for fi -*- L, wlihin the limit* of i
ually occuiTiiiB iu nature, -we obtalu the followliiK t»t>le of
Total Ensbbv uf Pkep-ska Wavks ur Terms t>K Hoiu<B-i^wn I
o7 Breadth.
-Batio ot
fceogtliof
■fares t«
WelKlic of
Waves.
Leogtli of Waves in Ft>et.
«
eo
75
.64
too ISO
iiOO
PO0
SO
.0(
.93
1.81 ' 8.(»
7.48
80.4
40
.06
.36
1.00
805
$.05
11. »9
Ut.J
80
.12
M
1 77
8.64
10.02
80.57
M7
»
.45
1.44
3.06
8.13
81 ^9
45.IM
a;
»
.43
•J.R8
6.97
14. SI
SS.44
».»4
ita.c
1»
.RS
fi.53
15 8i
31 28
86.88
irr.oi)
487n
6
a.ao
18.S8
61 48
105.08
291.80
597.79
iii4r.:.l
The ni;ni-es are oorrect for trochoiilal deep^swt waves only, bm t
H close HpproxiiimtioD for auy nearly rpcular series of wik»e« » "!■
nnil u rniiHppi'oxJuiRtloii for wavts ui slinllow wal^r.
Tlie qufStiriii of tlie nruclfcal utilizatlou of tli« enerKjr •lllcJ) i
niiu waves rilvides Itself into several part« :
1. The various uiotiona of llio water wliidi may be utiUced
|rpo$e9i,
Tlie wave motor pivper. Tliiit is, thw portion ' '
Utact with tile Mater, and ri-ceivliiK and trnnsn,
ellier with tlie luecliauisiu for traiiiiiniuinjc tlin
' ntiliziuK llie same.
'... Uegulalirig devioea, for obtainlne a uniform motion from Uv
and more or le«s spasmodic action of the waves, as wrll ft? for adjr
ttp]iaralii!i to ilie state of the tide and oondiiltin r>r ''
4. Sioraee arranKemKnts for iusuriuft a conitnn m
po\vt.>r duiiitu u- caliu. or vvbeu tilt* waves are eoiiii i'tl-
Tiii^ motions tliat mav iie iitUi/x^il for fM'vwer pur;
1. Vertical rise and fall of mrticles ni and near III.
lAMtiid-fro motion of parliutiM ut and near the surf ;i
irfaco of wave. 4. Impetus of waves rolling up
takers. 5. Motion of jisturted verlit^ls. All of
1 on« nii-ntinned, have at various liiues lieeii \.
Iwer purposes; anil the last is proposed to lie ns''ii in .ti inr
1 Mr. Stiihl.
The molloii of distorted verlio«l>i In lhii« dt»fln«1' \ «et of p«rtii
Illy ill Ilie Name vertioiil -■ ■ " ■ • ,-
ttinin In a vertical lin*' ■!:
I'lldp- a v**! of «(if.h I
to the beU«( that »•
PUMUS AirU PUMPING ENOIlsES.
6()i1
\ol lh« SriiiH, it U proposed lo conBtriict \aruo baxlDR, by niea.1111
le power Bvailabln rroiti the ri*e nud ftill of tlip ttde c onld be iiiiL
BelliCMl proposed is to hn»'e t»o buslus wfiarated bv «. Imulc rising.
,_.. waif r, willilu «hli-h turbines would be pl.-icpd TDe llpl^ei' l)n.<ln
t>ein ci'inmuiilcatioD with the ^a diiriiiK ihc liislicr out.- lliliM of ihe
aiice. ibiiiig, and llie lower basin dmluB the luwei' oue Ihiid of Ihc
ing^. fulling. If // bo the range lii feet, the level In tjie iiiniw
woulil never fall lidow %II iijcnsiii<-d from low water, mid tin
« ihe lower basin would never rl«j above lilJ. The avullable lieni
reen O.h'MI and 0 9011. the menu vidue b^'Tug y^H. If S square feel
fif the lower busiii, and the above conditions are fiilltlled. «
SB fu. ft. of water Ls delivered tlirong-li I In- llirbines iu the -space
„ Tbe nieAH flow is. therefore, SH ■+- B»,!HX) cu. ft. per Hee . hikI.
ftU bring WI, Ihe available gross hoi-Re-jJOwer iai about 1, 'MtS'll'.
J meASUred in acres. This niighi be increased by about one tlilnl
_Jloii of level in the baRlns amounting to Wff were perrniltfil. But
ch thlK end tlie number of turbines would hare to be doubled, the
head being reduced to %fT. and it would Ih> moredifllcult 10 transmll
t&ot power from the turbines. The turbine propoged is of an improved
(JesiKiieii to utilize a larpe How with a moilemte dinnietir. One ha-s
leaigDt>d to produce 3O0 liorse-power, with a minimum head of 5 tl. 3
a speed of 15 revolutions per minute, the vanes having 13 ft. internal
Mt. The speed would be maintained constant by regulating sluice
*r
m
PUMPS AND PUMPING ENGINES.
14
.OOWAdV;
eorellcal CHpacllr of a Pnn»p,-Let t^ = cu. ft. per m n
Auii-r. (jrtlR. iM-r uiin. = T.IBO'i'/; d = diani. of pump in inches; J
(1 111 Indies ; y= immber of single Btrokesxier mill.
Cl^jacily in CU. ft- P«r mill. = *' = j "^ ' is = .00(MM5Af«P/i
^■pacity In (fals. per hour =.'.'(Mifrf«l.
BKXer required for *U = 46.9i/51 = 17.15 i/^-.
^»en capacity iHjrmln. (' '"-'y yi y yi
»B ptotOD gpeed In feet per mlo., <t = IS.Sli/ " = 4.95 i/ -
Ihe piston speed Is 100 feet pec mln.:
m = laoo, and d = 1.SB4 V V =..41» »'ff'; 6' = 4.08d» per niiu.
e ftctiial capacity will he from 6W to 95:tof the theoretical, uccordinu l^
iKhlni'fls (rf the "]iiHloii, Vnlves, auctlon-pipe, etc.
keoretlcal tlorme'po-w^r required to ralae W«ter to)
(■ Height.— llorse-power =
nia in cu. ft. per min. X pressure per 8q. ft. _ Weight x helitbt of lift J
38,000 ~ 88,000
= cu ft. tiermin.; O' = fralii.per mln.; W = wt. In Ibs.t P= pi-essiM
ft ; p = pressure In llis. per sq. In.; H = height of lift In
O' = frala. per mln
a. per u. ft : i> = pressure In Ihs. per
tii.»Q', p= w4p,p = A'd»n, u = iatxjj*, Q' = 7.mi(j-
HP =
Q'P _ Q-ir y U4 y 4Jt» _ Q'H _ (t'H
M,000
"Mxtoo
Sin -J wim.
H? =
WB Q' X 6S an X 8.3(»p _ l^p
33,000
3S,000
«J0.
1714,5'
} liomepdirer reqiiliv-l an allowance nmat
of eagtiif, pump, vafve-s, and passages.
602
WATBft-POWEB.
Deptli of Snetlou.— Theoretically a perfect ixiniu hIII
from a lieiglit "f uearlv 31 feet, or the height eorr.
vauimin (1 1." Ihs. X v'.OT = 33.93 feet i: but since a ji.
abtahii^d, on account of valve-leukttge. air cuntaiut
vapor of the water itself, the actual height is getu ijl
wiitfii the water is warm the height to which it can -ad
creases, on account of the liicreaKed [irrssure of the v
water, tliercfore. the water must flow into tlie pump iiy graiitT. ]
lowing table Hhows the theoretical maxiiuuiii depth of guctioo tar^
temperatures, leakage not considered:
Temp.
F.
I
im.4
133.4
t«2.5
170.8
m.o
Absolute
Pressure
ofVupor,
Ihs. per
sq. lu.
Vacuum
in
Inches of
Mercury,
S7.88
a.85
33.81
SJ.77
19. T4
17.70
1&.66
Max.
t>epth
of
Suction,
feet.
81.6
29. S
37.0
24.7
52 4
soil
17.8
Temp.
F.
Absolute Y
Pressure Tri
of Vapor. ,„„,"'
Ihs. per ^Sii'i:!
8q. m.
188 0
188.4
193 S
197.8
SOl 9
906.8
aoB.a
R
9
10
n
12
18
14
Amouut of Water raised by a 8toi;Ie'-a«tln8
— It is cinnmon to eKtiniato tliat the quantity of wuier
ainple-actinc hucket-valve pump per minute is equal to thd
strokes In one direction |)er minute, uiuliiplied by the »nlimn>f
the piston in a single stroke, on the theory that tin- ■■
only when the piston or bucket a.<>cend!<; Init lh« fn
water does not cease flowing when the bucket desi .
linuously through the valve In the bucket, so that tiit- iii^ti*
pump, if it Is operated at a hl)fh speed, may ainount to nearly 4
calculated from the displacement multiplied by the Dumber of i'
in one direction.
Proportloulng tfae Stcaiu-cfllnder of a Dlrr«l-t
Pump.— Ijet
A = area of stcara-cylinder; o = area of pi,
D = diameter of Bteara-cylinder; d = diamel^i
P= Kteani-pressure, Ibs.'persq. in.;» = reisistaiic.
B = he«d = a.309p; p = .4*5//;
_ _ , , ,, work done iu punip-cylllid
E = efficiency of the pump = t—. ■ .. '—- — =
"^ work done bythe jitemii-cyl
.4 =
"P.
Bi''
EAP
;n-V^-. .-y^'--. .=
H= 9.aoaRP -; If £• = TW. « = Ij
A p^ .438g,
a" KP~ JCF '
K IR commonly taken at 0.7 to 0.8 for ordinary direct-act Iuk l
the hiitheat clavs of piuupine-enplneK it may amount in II U,
pressure Pisi the mean enective p"
Kraiii; the wnt>'r presKure p is th'
plunder or piston, iiiclmline the »•;
diazrrHtn of the water-cylinder. Ih. |.ir.^-.ii. ..,- i-uij
nMenllr mucli irreater than that due to the lieiKht of ili« J
ttie friction of the valves and i)as.sagea, wliich liicre«»rsi
of flow
Speed of Water tlkrougb Ptpea and >*linip«|
The ffifnl of the nater I* c i\iiuu)n\5 tt<m\ \vM v^. •^w t^ei t«r maiaai
, /eet iHfr miuute fg eiceeded, the Uwa trvimVrV'-" •" "... ■ ■
iTii* dUunPtrr ot pipe rrqu\rert Is *M>y ^.
PL'ilPS.
GOS
tor I>ircot*actlne Pumps.— Tbe two fol louring tables are le-
[ iiiaiiufaL-liirera, as representing tlie two common
iinip, vl»., the sinple-cyliiiili-r and the diiplei.
!•' by mimt of the liindiiip riiaiiufttclurers. ^^
Tlie D(>an<« 0irect*acllae Pump. ^M
Standard Sizes pok Oiidikart SEnviCK, ^H
■
•g-
5
o
is
tiiute.
Cttpacity
s
B
3
CD
a
1
^^H
H
tt
S
per HiDUte
2»
§S
lo.
o
I
1
i
K
1
at QlTen
Speed.
^1
CO
It
^0.
1
o
w
a
5
•a
e
Stka.
Gals.
n
1
a
1
00
2
■ly
5
.14
itoaoo
130
18
33
M
1^
^
~^
^B
6
.iT
1 toiiOO
130
35
33
iJ
i
'H
^^v
•
.30
1 toSOO
125
40
^
18
i2
i'
a
2*6
^H
«
.51
ltoS75
12S
04
IS
H
3
3 «
^B|
t
T2
110 97B
ISffi
!»
45^
15
3
41
^V
10
1.64
1 to 250
no
180
58
17
\'
^W
5
4
Hu
10
1.91
1 to 850
110
210
58
17
1m
S
4
^a
10
a. 17
1 to 250
110
23!)
58
17
IVd
B
4
<
1«
1.4T
1 to 350
100
117
67
30«
i3
4
4
7
13
S 00
1 to 250
lOO
200
67
aojn
ji2
6
4
8
13
S.Gl
Ito SSO
100
361
68
so
ji2
S
B
IP
12
4.06
1 to 350
100
408
68
SOM
jL?
8
8
■fr
)3
2.61
1 1O3S0
100
361
80^
1^
s
6
B
^K
W
4.0»
1 toaso
100
408
^
90
q
8
8
^H
IS
5.87
1 toSTiO
100
587
80
JXA
2
8
e
^Hl
IS
4. OB
1 10 460
100
408
64
84
2
gu
6
8
1^
18
8.12
1 to 300
70
429
em
30
S
^TS
S
8
n
la
5.87
1 (0 350
100
587
64
^
2
Sife
8
8
K
18
B.80
1 to17B
70
ei6
88
2
£U
8
8
u
18
li.OO
1 to 17B
70
840
88
2SH
8
gL
8
8
w
1«
4.(18
1 to 250
100
408
60
80
2
2V
8
B
w
18
B.ia
I to 175
70
428
83
25
i
S>L
8
8
10
SI
8.10
1 (0 150
50
406
112
26
2
2J^'
8
8
u
12
5 87
1 to 350
1UU
5S7
69
ao
£
gii!
8
8
u
18
8.80
1 to 175
70
816
88
S8J4
8
SL
8
8
ti
M
11.75
1 to 150
50
587
112
28
8
s^
10
8
u
94
15.08
1 to 160
50
800
112
34
S
12
10
le
IS
18.*!
1 to 17S
80
1114
84
34
3
2lo
12
10
18
■H
a0 8S
1 to 150
50
1014
lis
38
3
24*
12
10
M
Id
la.oo
1 to 175
70
810
«9
27
to
SH
8
8
M
a
15.00
1 to 150
50
fiOO
109
SI
S
12
10
1*
Id
18 02
1 to 176
BO
1114
85
S4
2
SU
12
10
»
SI
30.88
1 to 150
50
](M(
115
34
2
^H
12
10
IS
21
tW 43
1 to 125
50
Ua
115
40
2
SHi
14
18
t«
■n
30. 8H
1 to 125
50
Km
118
38
3
3H
12
10
18
n
1W.43
1 to 125
50
13a!
UK
40
3
au
14
18
•a
3;!. Ill
1 to VJ5
5(1
iiaa
118
40
3
IS
14
^^L
u
vo.4y
1 to 125
511
13-Jtf
lie
40
8
M6
14
IS
^H
84
ifc.'.G4
1 to 126
50
ICfti
118
40
8
8m
10
14
1
Si
L
S9.B0
1 tolas
50
1075
VM
40
8
m
.8
•k
BnfT ofSmall DIrccl-actiuK Pnmpa.— Clioa. E. Eraer]^|
" ' " - <'f I'liilttjflphia ExlilliiiHiii, iKti, Uro\ip .XX., says : "JJ
111 .it<-aiii-iraiiips at tlir American Inglimte Exliil>ltioii(
• •r«:;'> siju-d nu-jim iiumps do not, oti llu< avertiRtt, \\\iH
I SO J ' ''ei'iJifM l,^ii fu^nvr li, the steam- cyniultrs,\\\o1
' '/Jt" '^''"'!"'" of "'f engiut?, but morv. uartlcxdr
—t.,, '"''•^'"unibetntmp. Again, all ori;" —
604
WATEE-POWEB.
wb«n tfan steftm it aceidentmlly low; hence as racfa pnnipi^
«|l>inst the atmospheric pressure, tlie oet ot
nnall peruenta)^ of tbe total pressure, wtii<
radiating surf aee exposed and Dm Ci>tal abaei,
expetiiliture of steam veiy larcB. Ouu pump
wejcht of .steam por Imlirateil iioisf-power jibi
the C'<st. will raif ly fall l^low 60 iKuiiids ; ariJ n -
dicated power Is lir itized.it may besflfi-ly state' i rii.ii ..rinaf^
rarrly require less tliun IW puiinds of steam per hour for «icli 1
utilized in raising wuivr, eqiiivaJeiil to a duty of only ;.'S.C>iX),COO I
per 100 pounds of coal. WIUi larger Hleaai-puaips, parliiiils.rl]fl
ate proportioned fur Iho worlc to be done, the duty will l>v
creased,"
Tbe WorthtuKtou Duplex PuBip.
Stanoaru Sizes roa Oruimarv Sckvick.
a .:;
St
Vi
(ti^
lH
fM
m
mt
SU
mr
f^L
n
m
u
w\,<
ifl
101-
IHH
lOli
Sil
Wh
14
ISi
lt>
la
isH
lit
JO
13
i«H
II
:»
U
b
h
= be
O B
= 3
=t
J4
1
ti 0
?
S5
JB
1^'
4
a
S
3
.01
4
.10
5
.so
«
.39
<i
.49
<1
.51
10
,69
10
.m
10
i.'a
10
1,(10
10
1.60
10
1,M
10
y,4.%
10
a. 45
10
2.45
10
a.45
10
3,45
10
l).67
10
.1.57
10
3.S7
10
n.f.7
10
,•1,57
10
4.A0
10
•1,89
10
4.89
10
4,89
10
6.60
to
6,68
l.t
r.,10
9 US
act
*.= »
S?J
100 to ■»»
100 to '.'00
100 to 200
100 to 150
100 to l.SO
100 to IW
75 to 135
75 to 135
75 to I'JS
75 to 1.H5
75 to 1 25
75 to 135
75 to 13S
75 to 135
75 to 135
75 to 135
73 to 135
75 to 135
75 to 135
n to 135
7i to 135
75 to 135
75 to 135
75 to 135
75 to 135
75 to 135
75 to l■.■^
75 to 133
.■Ul til llM'
8 to 90[
aOto 40'
4<t to 8ti;
70 to 100*
85 to Via,
Kioto 150
100 to 170
135 to 330
ISO to SOI)
!45to 410
345 to 410
Sin lo 410>
3t!5 10 6I0'
365 to 610]
3fi.'i to 810
805 to 6II)|
8(!5 tA r-.:i)
53P I
5»i I
53(1 l„
^!lot, - .'
730 I. J ; ja)
7:«) to 1230,
780 lo lino,
Till I.. I5--'i)
&itf otl
Short]
To he In
IniRtta la
£
PUHPS.
605
ft PI«lon.— A piston speed of ]00 teet per mlnnto Is comnionly
I net ii.ti. but for sliikrt'Slroke piiin|m this pivfr^ too
II. n-quirintf too rieqiifnt a rt-v<'rs«l .if the vrIvbh.
nk '.' ffti aiiJ upwnrii, iliis t-peeil mnv In* ii)n»i<1i'r«bty
. If s'Aivcii Ait'l pasfinj^t-a are t>f ample anfH,
__ or strokes required to Attain m. FUton
tin 50 to 1 25 Feet per Tllliiutc for Piiiitpi* liavlnt;
Strokes flroin 3 to 18 Inrhea in Ei«ncth.
Length of Stroke in Indies.
ili'rmbl^
8
10
1«
IS
Numh<>r of Strokes per Minute.
Ijl
soo
150
ISO
100
Kt
76
00
50
40
3S0
IfiS
ISS
no
94
6S.5
flO
fifi
44
840
180
144
ISO
ina
to
78
fiO
48
360
IftS
158
ISO
111
l»7.5
7«
<5
68
SSO
aiO
168
140
lao
108
84
70
58
■•JVI
a2r>
180
150
128
IIS.B
DO
7.'i
60
J<l
240
19d
IflO
137
ISO
96
80
H
.III
255
ao4
no
116
187.5
108
«5
08
1 itn)
8ro
SI«
180
154
185
108
90
n
380
S89
H8
1»U
163
14:!.n
114
ge
78
400
aoo
a40
am
171
150
120
100
80
4^0
str,
ssa
210
ISO
187. S
liW
100
84
440
330
swi
!W0
188
m
1.12
JIO
68
4(M
S45
am
•230
197
ires
138
115
93
4M)
800
2H«
•J-IO
axi
160
144
IJO
9(i
Stiti
875
300
350
211
187.5
150
lis
100
83
87
40
43
47
SO
83
67
60
03
87
7(1
73
77
80
83
*titt<
«f<<>if4 of PampIug-euelneM. (Jubn Birkinhiiit!, Trans,
-lu dealing with sueli u poiidfrnus and un.vieldiuR sub-
iBare iiiaiiy ditflciiltit-ii In ovei-coiiie In iiiakioe: a pump
, ^ ..._.. puton apptjii. Tlie nttainineut of nio<lt'rut«ly litgh spe«d
Unwuvpr. en^is acconiplislied. Well-proporlioneU pumpinB-erinliies of
Ipe capacity, provided witii ample wAtj-r-wajs and properly coast ruolecl
*^««. are operated siieeeanf ullj- BRiiinsl heavy prt'S.sures at a Hpewl of 250 ft.
minute, wlllioui •'tl>ii(r." c-oncii.-islon. or injuiy to the apparatus, and
rel»iio doubt that the K|i(«fd can he Riill furiher increannd.
Ipecd of Vrater tliroogli Valves,— If area* through valves and
lor (rtusaices art* HufBeieiit lo tiivo a vrhH'iiy of 2.^0 ft. per min. or \ess,
9r are ample. The vratur ttUiiuld be earefiillvViilded and not too abruptly
r<vi.-,l ,F. W. l)(?an. Bng. Kent, Aug. 10, ISDS.i
■opd Paiupa. — Prni'iice has shown that 100 ft. of piston speed
Ihr* limit, il" •excessive wear and tear is to be avoided.
■.• lyof water through the Biictlon-pipe inu.st not exceed 200 ft.
UDluutf.. five the real»tauoe of Ihi) suallon Is too j^reat.
Bk approximate sixe of suetJnn-plpe. where the lenf^lh does not exceed
■kanil cherr- are not imire thnn two i-ll)o«>, may be found a* follows :
t'Wot ihe diameter of the cylinder niiilllpllcrt by I/IOO of the piston spe«d
f»et. For duplex p\imp» of small bIz.p. ii pipe one Bixe largi-r is usually
nV'if.vt'.i Th.- v»^loclty of flow in the d1nchar)tf-pipe should not exceed
The volume of discharge and lentfth of pipe vnry so
I iiiHtallations that where the wnler is m be foioed more
■ •t diKCliarge-pIpe shonld be calculated for Die particular
■K no greater vLuity lliaii 5(W ft, per ndmite. The slateof
oalcolated in pinirle iM-lmder pumps from -SO to 400 ft. per
velocity is permitte.l In the Inrper pipes.
the proper sizr- of pump for a steam boiler, allowances
n supply of water --iifTIi-'leut to cover all ihp <letnaiidR of>
illnpr, etc.. up to the capacity of generator, and Hhoiild not
i.ly aecorriiiii; to the nqiilreriieiils of the en^jliie, in proc-
li the way from la up to M, or more. pouiidP of stenni per
."U beliiiir worked up to catiaclty, Wlieii »n el]! "
■jr utirU-rliiadeJ more water per H.H. will he reqiiU)
' at Its rated cnptteity. The AVeiiige run uf UolT
GOG
WATER- POWBE.
boUen wUl eva.pormt« from Hot lb*, of w»tctr per «q. ft, o(lie«tfat«i><
p«r hour, but luay be driven up to 6 lbs. tf the grmte-giuface ia too IM
U)« drmuKlil ton Kr«*.t for economiod worUnic. 1
Pump- ValTea. -A. F. Sn^W (Triiris. A. 8. H. E.. x. 5:21) irlTMftUM
of dt!sii;ii» >vith dl intensions r.r mc or Cornish valves used bi U
pumpliiK^-BKines, wclli n d(vr ihforj' of their pro|iortloiu. j
tollowlJig it) a gimininr/ of till :^ of the Tulres described.
Sdhiurt or Valyb PaopoanoKS.
I
I
of Eiifcine.
Providence ComUb'
entrlae
St. Louis W«t«rWk8.
Milwaukee " "
Chicago " "
wood seats
OhloAt^) Watwr Wks
^ »
E5
12
10
Itl
7
25
1ft
IS
8
I. - ( ^
- 1 ii
i-l^Sa
1 lb.
reduced to
.66 lb.
I.S8
1.88
.«)
1.41
l.Sl
i.ie
<!• c ■
a f
III
^5
=11
1^-
-^'
IP
|*.s
i6i
377 lb«.
18
flSO
67
sso
88
190
75
151
8S
140
M
1.12
75
151
Goodi
8oai«iu|
j Soineiwl
1
Mr. Naele says: There la on^ TtMiture In whloU th<> Comisb nlni
Deoesaarily defective, luunely.tlie lift oiust nlway» Vie quite Inree, unlMil
power ii nacriflued to reduce ji. U U undeniabit' ihui a ttiiiall lift if on
able to a ^reat one, and lienot; it naturally leads to the eubctitand
numerous small valves for one or s^reral laice ones. To what extnai
ductiou of size this view might safely lead must be left to the judtnM
the enKineer for the particular case iu baud, but c«irtaiuly, theoretieilH
must adopt small valves. Mr. Corliss at one time carried the UhmJ
far as to make them only 1^ inches In diameter, but from Stollidlj
the more commnn nrncMce now. A small vnlve prewnts prop<ir(loiiiiW
larger uurfuce of dijjcharee with the same lift than a lai'^'ur vftkr, w
whfttf'vtT the total nrya. of valre-eieatopenlni;, it« full oonH'nis (»iib«
i-lian;ed with less lift through Duinerous small valves tliun with OBsl
on>'. J
Henry R- WorthlnKton was the flrst to use nuraerouR small nibber<1
In preference to tlio lar^rer metal valves. These valves work well fnm
the condliioiis of a city pumplng-en^ine. A volute spring is geoersti^
ti> limit till" rise of the valve. 1
In thMljj-avilt lilKli-iluty sewerage- enf;ine at Boston (Am. MtirhiHiii.
81. IHM), ihu valves are of rubber, *i-inch thick, the opcninp iu vulje
hi'iii^ I9t^ X 4,t4 Incheii. The valves have iron face and back-p'
fiHiu tlieir own hinges.
centrifuoaij puinps.
Relation of Beight of ILIfK to V«IocltT.-The helfsU i
(Wends only on the tanKeulial velo<.-ity of the circuinference, every U
tiiil velocity ^Ivln^ a constant hei»;li:t of lift — nuinetiniea termed "bn
whethiT th« (Hiiiiii i,-< small or laree. The quantity of water diachsrp'ill
proportion to tlie arsaof thu di-^cliarKiui; orifices at the circumfeiente,*
{iiiiporlion to f.hn sqiiart^ of the Uianieter, when the breadth iskcptUtf*
i. H. Biwl l.^pp. Gyc. Mech.. ii. 606> gives the following:
Jrft y ri'prfs-ect iho quantity of water. In cubic feet, to be pii
liilntitf, h the helKtil o£ Ruclion \« leeV.K' Uw Ueight of discliar;;
1^ the diuriinfter of 6uctlt)«-p\ye, is^vuA Vo Uv* d^i^vnn'UKc tt\ "
OENTRiPUGAL PUMl'S.
ardingto Fink, d
= o.a»/-
(>o:
g beinff the acceW
§.w y iWii^k'y
_ Ity.
Uon lakes place on one side of the wheel, the inutde diameter of
I equal to 1 ,"^^1, and the outside to ^Mi. If the Huutiou takets place
s ox the wheel, the inside diameter of thp wheel is fqual to 0.8Sd,
Bide to I.7rf. Then the siiction-iujif will have two branches, the
li equal to half the area of ci. The suction j>i]ie should be as short
to preTenl air from eutedne the pumi>. The laugeniialveloeity
r etlg'O of wheel for the delirery Q is equal to 1.25 Vig<h + V)
a>nd.
I are six in numher, constructed as follows: Divide the central
►. which incloses ihe outer edces of ihe two arms, into auy num-
I partji by dlTldins the radii, and divide the breadth of (lie wh«!pl
» manner by drawing crmcentric circles, Tlie interst.ttiorjs of the
il with the correspoudiuf; circles g^ive points of the artii.
Iment*! witli Appold's jiump, a velocity of circumference of BOO
n. raised the water 1 ft. hi^h, and irtiniitalued ii at that l<^v«|
tcbarglngf any; and double the velocity raised the water to four
icil^bt, as the centrifugal force was proportioDate to tbe wiuare
city; coDsequently,
9tU per min. raised the water J ft, without discharge.
J .r ., .. » » 4 .>
B " " " •' " !6 " " "
0 " ' 64 "
test bei^ht to which the water had been raised w Illiout discbarRe,
oiments with the 1-ft. pump, was 67.7 ft., witli a velocity of 4153
u, beinf; rather lr><s tiian the calculated height, awin)? probably to
th the greater pres.sure. A velocity of 1 128 ft. per min. raised the
ft. without any discharge, and the maximum effect from Ihe
>loyed in raising to the ^ame lieiKhl .^J^ ft. was obtained at the
^ 1078 ft. per miu., k'vIijk adischarKe of UtKlftals. per min. from
imp. The additional velocity required to effect a discharge of
mrmin., ihrouKh a l-ft. pump vvorkitin at adead Jevel witiout any
ift. is 550 ft. per niin. ['oD.'i»?qiieirtly, aridlng this mniiber in each
1 velocity given aljove, at which nodt^icharKe lal<es place, the fol-
Deities are obtained for the iiia.ximum effect to be produced in
^1050 fc per niin.. reloclty for I ft. height of lift
1950 " i •'
»50 " " " •' 18 '
4550 " " " " 64 " *' "
d terms, the velocity in feet per minute for the circumference
J be driven, to raise the woter to a certain height, la equal to
Kbt of lift in feet.
ce CenlrlfnEBl Pump*. Claaa B— For Lin« from
IS to 3o ft.
Size of Pipes.
It ion.
Dis-
charge.
Kconomical
Capacity,
Id ^itona
per min.
ToUl
Capacity,
in gailons
per niln.
Horse-power
per Ft. Lift,
for smaller
quantity.
1
1
I
i
I
IXin.
i
8
4
6
0
8
10
14
JH
18
SO to
UOto
(Wlo
lOOto
aw to
500 to
l.tilO to
i.euoto 3.000
ii.OOOto 8,000
3.000 to 5,000
WOO to 7.000
ttowion.ooo
»
80
ICO
350
600
iiOO
2,00t)
ISO
300
650
i.aw
2, BOO
4.750
r„wo
10,000
14,000
16.000
sa.ooo
.034
.035
.055
.076
.175
.■u
.45
.68
1.00
l.»
A.«
WATER-POWKB.
Table orDlameter* and Wldih orPalleyn, Vl«lli«l
and Number of Bevolutiona per ]ninut« K4MM
raise minimum Qaanllty of Water to OlflTer**! B
wltb DlOiercnt Sizes orPninpa orrian B,
St
!i
«a
r'r
Oc
Ids.
Ins.
)H
5
«
fl
3
7U,
4
^h
S
u
S
H
8
16
ID
18
It!
iS
M
34
15
S8
19
as
Ins.
5
5
7
7
n
11
i«
K
u
14
IS
la
V.
£>.'-■
X±:
-5S
sS
^
ia^
IHH.
a
•<o
4
6U
0
80
7
leo
B
331^
9
5(IU
10
1100
ill
lOOU
li
2000
la
aixm
u
3."^
n
6tKlO
Height ill Fe«l unJ HerolDliflnspi
MlAQte.
c
8
10
tS 16
w
7«
405
Eir.
4:»
47.'.
515 560 (tt5
im
SMI
4ai
4751 &10 ft7Sl M)l
365 ^CA
4«j <:5 WTi! SDO
riiii' 3-.-
.■»i 41.-. JTV .v«l
■-'■'
'1.11.
1;K ISOi ]&i 175'
li'i 145 IM 16S
IIO' IJO: l«0' )3ft V
lite'
^^0 .
210 '
I
I
EflUcienclea of CentrliUKal and Reel p.'
W. O. \V.>blier (Trans. A. S. M K.. vi(. BOv; _
ri^IatlTB enich'Bfles of centrifiiKRl »iiJ t<H.ripr< ■ ' .
followInK figvires are takeu for the different li;
Lift feet:
2 5 10 IS aO SS 30 35 -<0 SO CO 80 100 iW
Elllclencr reoiprocHtinif pump:
.. . .30 .15 .55 .61 M .68 .71 .70 .77 .84 .86 .87
Efficiency cwnirirnttal pump:
.60 .56 M M .C9 .68 .6« .02 .58 .60 .40
The term efllcienoy bere u«cil ludlca'-
or liorse-power of the water raised ili> i
the Bteaiii-eriKiiie, anil does Lot lhen-f"i'
liut that of tlie eoniblnpd i>uinpiiad eurinf
way of showing the i-elntivc valnes of differ
linvine their iiiolive power forminif a pan ol w
The hiifhest value of this term tiveii (>y Mr \\ .l.hri . Is .yivi fi-.r
170 ft., anil 36l.'i ^ols per inin. This whk ohtaluetl In ■ iv»t ot Iki
punipini; enKiiit' at I..awreliCe, Muhs.. JuU i4, ltl7S.
With recipro<Tatitig pumps, for higher !irt^^ ihan !'<'
cieoole-s full^. and from 200 m :(iiO ft. lift tlie av. :
.W. Below ITW ft. the enrve als«o falls rever»lv nn'
ft. its denc-eut l>ecoiiip» more rapid, and Ht
riH'orded perforiuftnee. There u re not any v.
this lift, liiu some (iKtires nr<' givi'u for 111" i
tJ>tal niiinber of Kalloiis |>iii' pities in II.'l!a]i,| uihJjtj
fiTjm which an e/ticlertc.v of i iif*diir»l.
With ecntr;fi];:nl piiiDps. < Ni'li ilie niflTiiniitll
lain- ■ .--ly 17 fl. .\t ifii-
l»r^ III now to ohtntii i
t]-' " ■ '>est di^ne nt :t pu'
The (It II
wepB Oe^
tnlia. f.'.h
of * Cetili llhj,-"i Jiiiiiip il'r\ t-ngiiii- (.1 lltl lO.OOJ i;:il» J-TJ
K toiia. I
The piimf"! pl.ipt-1 tw (JwvTinr nl fh' Keifarn M.irvhi.ii, 1
DUTY TBIALS OF PUMVIHG-ENGINES.
6001
M, approxlruately m follows: A. 2" pump (this d«iiiirontiOD lueauinK
the 8iz« of JisaLarfce-outlet in Inches of diameter), icivloe an effl-
of 3^3. a 3" pump 4^%, and a 'i" pump 5;'^,
lettlcluiicy.
mni
5" puuip eoA and a 6"
TeMts of Cenlrlfusal Pumps.
W. O. Webber, Trans. A. 8. SI. E., ix. 337.
An-
drews.
An-
drews.
An-
drews.
Heald
Heald
Heald
Berlin.
r
Slsco.
SiBco.
&.
Blsco.
StfbwarU!-
kopff.
No. 0.
No. B.
No. 9.
No. 10.
NiX 10.
No. 10.
No.g.
Uacharge.
»Wi"
9W"
9^"
10"
10"
10"
J)«"
lO.J'
■action ...
^i"
9M"
194"
IS"
Vi"
U"
disk
W^
2(1''
2fi"
80.6"
3(1.5"
80.5"
S0.6"
(T minute.
191.9
195.5
200 5
].•*«. 3
202.7
213.7
500
lenniiiute
'in feet.. . .
1513.13
att3 82;S49a.33
1 073.3-
:J044,9
•J371,67
1944.8
13.S5
12.6i!
I3.0H
12.33
1-.'.5S
13.0
16.44
B.P .
4.60
6. IT
8.28
s.-^s
6.S1
7.81
IVtarH.F.
10.09
12.3
14. 3S
8.11
10 74
14.02
11
WT-
46.53
53.0
Br.67
M.5
60.71
55.7s!
73.1
IMI of Ceiitrlfnga] Pump*,— For forms of pump vanea, see
hjF W. O. WVIilier, TraiiB, A. S. .M. K., Ix. !t!8, and dlBcussioii thereon
f*. Thurston, Wood, and otliers.
I Centrlfngal Pump used «• a Surtloii Dredec.— The
OS cr-iMril'iiKal piiiii|) was u«ed by Goii. Ollliiiiw!', U. S. A., in 1H71, In
ling ibe channel over the bar at the nioutli of the Bt. John's River,
%. The nuuip wosaNo. 9, wiUi suction and disoliar^ pipes each B
dimii. It was driven at 300 revolutionH per minute by belt from an
dereloplDg B6 useful hi.vi-n»'-power.
Mwh VO0 r«!volutlonB of the putnp disk per nitnnte villi ensily ralsa
kitons of clear water lift. hiKh, ihrougli a stiniglit verlical flinch
00 rerolutiriiiN weru required to raise S^OO i|,'alluiiii of fiaiid and water
tilth, through two inclined auctinn -pipes having two turns eacli, di»-J
id lliro'Jijh a pipe liavjoff one turn. 1
proponinii of Hand that ean he pumped dL-petida greatly upon iUl
■ graviiy and fineness. The calcareous and arfrlllaceous sandB flow!
freely tlinn the Biliriou.s, and fine sands are It'&s liable lo choke lliel
ban th'JSe that are coarse. When working at hrgli sjieed, 51^ to 5.'>? of"
ma be r»ise<l throDRli u. straight vertical pi|ie, Kivin^ for every 10 cuirjio
of nuUerlal disc-httrped fi to Bl^ euhic yards of cunipact sand. With
Mittancea used on thf" St. John'? bar, the pmportion of .-(and seldom
Im -tlML Kenerally ranging from 30;( to 36^ when working under th«
MvtsMe ooodlUonft.
•nnpinc 'iViO e-alliins. or 12.6 cubic yards of sand and wntt-r ppr minute,
wo'j' ■• itp obtained from 8.7 to 4.8 cubic janls nf siind. Dur-
»ei.r • ihe work, before the teeth under the drair hid been
»rb tt nid the flow of sand into the pipes, ttie yield woa con-
•My below ihis average. (From cataJogae of Jos. Edwards & Ck>^
.of the Andrews Pump, New York.)
a
nST\ TKIAIiS OF PlTRIPrNC-ENCinBS.
^WttC'e of the A. 8. M. B. (Trans., zli. 5:10) reported in 1891 on a
^BlDe(hod of conducting duty trinls. lu-stt-ad of the old unit of
^Hot-pounds of work per lOO lbs. of coal used, the cnmndttee re<^oin-
■■bw unit, fu<jt-pound« of work per uiilllon beat-uultH furnished by
RBSr The Tariotions in quality of cool umke the old standard unflt as
iiof duty ratinf^. The new unit is the precise equivalent of 100 lbs. of
ia etses -n-hfTP each {lOiind of ciwl imparts in.OtW heat-units to the
rlFit], 1- where the ev«poi-n.ti..iM.-; lO.rtiO-i-iW.^.T = KUne lbs. "
r fri . :' per pound of fuel This eviipriraiive rea
ot<l.: . "i««of L!ua)ber7a/i<f Jii'dijiiinous coul, un
VluhnJar '"■/'<:'/'», and, ia manjr eaKea, ttom llie bestg*
i
c '
h
ira II
b«^H
ir-
eu
n-_J
'4
^4i.
48.
44.
~ 1
WAXEB-POWBB.
16. Weight of water Aippli«d to boiler b; main fe«d-i
17. Weight ot urat«r supplied to boiler from rarious octeri
18. Total weigtitof (eed-irater supplied (rom aa
19. Boiler pri«iiure indlc*l4Hl by gauge
1 W). 1^- -filed by KflUKe on ffjrce main
I iU \ lied liy gautfu on siieiion iiiaio.
^, P: icBpoiidijig to viu:uuiii givcii io preceding liM.,
'JS. VvriiciU dtiiiaiio« betweeu tiie ceutres of tlie two gausoa.
54. Pressure equivalent to distance between the two gauge*,.
MISCCLUUrEOUa DXTA.
89. Duration of trial
!iC. Total Dumlier of siogle strokes durlni; trial
9r. Percental^ of moisture in steam supplied to eogliio, or nnma
of degrees of superheating-
a. Total leakage ct pump during trial, determined from r«iult*^
leaicoge test
S9. Mean ofrectlve pressure, measured from dlacram* taken I
■team cylinders
^FamOIPAI. RISULTfl.
80. Doty
ai. ParcentagA of leakage ...>
as. Capacity
as. Percentage or total friotlon
ilDDmoNAI. BESDI.TS.
34. Number of doulile strokes nf .>itf ain-plstou per tninul*
55. Indicated horse- power developed by the vanoug steam-^yS
St. Feed-water coutmmed by the plant ptr hour
ST. Feed-water consumed by the piaiu per indicated b«
per hour, corrected for moisture in steam
38. Number oi beat units ounsuuied per indicated hor
per hour
SO. Number ot heat uciis consumed per indicated horse-poi
per minute
40. Steam aooouoted for by indicator at cut-off aod raleaaa Is I
Tortous Bteam-cyllnders ....
l4i. Proportion which steam accounted for by indicator b«
I ilie feed-wQtor consumption
Number of double strokes of pump per minute
Mean uBeciire pressure, niea-tiired frcim pump iliagraroa .
Indicated horse-power exerted In pump-cyUndera.
45. Work done (or duty) |ier 100 His. of coal
SAMPLK DLkOtUiM TAKKN FROK 8TE t
(Also, If possible, full mMisureinent of the dis.: naint
At the iuitlal point, cut off, release, and coropj>.-.a, .t.. tu
Aud the proportions of the stroke completed at the yari.ni* i^'i
SAMPLE DIAORAX TAKEN TOOK PDMr-OTU.<< MIS
These are nut necessary to the main object, but It la da
them.
DATA AND RESULTS OF OOItXA '
(In accordance with the scheme recommended by tb*
mittee of the Society.)
VAcriJiTf pvmps-AiB'LiPT rvKf.
Tlie Pnlaonieter.-In the puliometer tlie wat«r I
ato the pump'Cliaiiih'-i- by the condensation of aieMtt ^ '
breed Into tlie delivery pi|ie liy the pressure of a aew <
Fthe surfivee of tlie water T»'
lie otlier is
,^t'
ii.'unii.Ts are used whleii \
meter is dewiiiWxJ I
ACtrUM PUMPS — AIR-LIFT PUMP.
613
8n«l prejwure b'^'B*''' place<3 on Ixtfh slilesof the ttirolile,
•II ami tliermniiietiT [ilaofd beyoiiJ tlni Ihiottle. The wire
irottliu^ c-HiiseJ biiiKrliealintr.
fiieuiii ijwil wpitt coMipiKeil from llielnoreane of the leiii
trster in passliit; tliroun^li ihe pump.
II >: loss of heal — Fbs. of wnler sucked in 'X iucrense of temp.
I in a pound of titeain Ix tbp tola) heAt in a pound of i^atu-
foiind tnjtfi " stwini lahlos " for llie xiven pr«ssini?. plus Ihe
ling, minus the tcinp^ratiire of Ihe chschargnl water ; or
indg of steam =
Ibt. water y increase of leinp.
H - o.m - T.
V tlie four tests are gtceu in the followioK table :
id Results.
ftute
fpip« liefoi-e thmtll'g
ta pipe oflfr tlirottlV
ter ibrottllng.deg.F.
' superheat'g.defr.F.
iet'd from temp., lbs.
.lbs.
fore entering pump,
>se of
'gauge on lift, ft
'ICaUf?^ on Kuetlnn...
'Kttuge, total (/i)
' nieasirre, total (h\
»nof plnnt (fi)-i-(ff)
ulsonwttT
WliiBive of boiler. .
E Ibftt of boiler be 0.
lljorates 10 lbs. water
Kuniber of T^st,
n
in
19
sro.4
s.i
ICIT
404,786
75M
4.4T
SlKfiO
1S26
43.18
as.9
o.rr,
am:
0''09S
0,1 066,
10,511. JUol
fi
3
60
57
110
UT
30
43.8
2T7
30U0
8.4
17.4
931
1»I8
186 863
228,4«5
S0.8
T8.3
5.5
7.49
fiJ.OO
64.05
13 eo
19.67
tw.si
78.72
ST.flO
eo.G
0,87*
0.911
o.ni.Vi
O.OlSfl
O.0I3B
0.0115
O.OOUA
0 11080
13.301.000
11.059.000
64
104.3
UG.l
270.1
1.4
lOlfl.9
SIR. 053
70.SS^
4..'fl .
39.00'
19.87
49 57
41.00
0 639
0 0138
0 0116
o.ooai
13,036,300
Xs having the bitrheat lift (54.05 ft.), tliat was more efllcient
smaller suctl>in iVi.'X ft, ). and this was also the moBt elDdent
But, on the other hand, ilie otlier two tests havinf; the
^f t ), that was th*- more efJlclHiit whiuli liad the g^realer biuMIou
' DO l»w in tills regard was estialiJislied, The pressures iiited,
,, follow llie Older of mugiiitude of the toljil hi.'MiN. lint are
I thrreio. No attempt was lujidi? to delfiiulne what press-
klhe bestelllcleney for any pai'tirulai' hciid. The pri»sstire iipe«l
' > a praoticiil runner, and he judged timi when ihe pump was
riy and widl. the pressure then exLsirnpf \va» the propiT one.
Iiul. In the first test, a pressure of 11! Ibf. of steaiu should pro-
fnunilwrof slrokes aad pump over !>0f more water than ^6.1
^t\g the same, a.s in the fourth e.vperitiient,
ery in dist^URsi'-n of Prof. Wuo-Vs puper say.s, referring to
•himself and others at the CflileiiniftI Kshlbition in IfiTB (see
? Judges, Group XX.), that a rai'tnim-pimip tested by him iu
tv of 4 7 iiiiHioiis; one lemeil by J F Flagg, at ilie riiiviituati
1875. gave it maximum duly of i.fi miili-iiis. Several vacuum
|iii-niiiitps. ei.mpared later on the «iame bn.si<. ^^ere ri*ported
llutles of lO to 11 niillioiiR. Die H'^-um-puinps d>'iug no Imtter
mim-puMiiw, Injectors, when used for lining waier not re-
iiraie'l, have an efHcienev of 2 to 5 millions; vaeuiim-piimps
|r between 3 and 10; snuill s^^•ank.plul1f)s lielneeii 8 and ]5 ;
l^iunpB, l>eiWtfeo 15 and ,30, and pnnipiag en|,'iues between
Bs.
record of teat of a pulsomeler is given iu Eiia'g, Hov,
toiglit "t tvctiua II. i!? ft. ; total height of lift, llW.ISf
of delhvryvii^. IIH ft. ; quaulilv delivered per l«ot
tre/frht ofateam used per H. P. per bouf. 'Hi ~
perb^uf, O-i.'iliJ
I
I
I
I
I
6U WATEB-POWEB.
done pt^r douih^ of ntrtLta SI, Sift rooUpouDdK, equal to a dutjrof
ruui'iHtuiiilii t>« 100 lb*, of coal, if >0 Ib6 o( Meam trere geiw
|H1IIMll of I'ltKI.
Xbe Jet-pump. This mai!biiie works by nivaus of tlii* tpndi
iilr<*ajii or J»>i of HciiJ lo drlvf or curry omtiKuoii." parn
Tha water- >*i Jitiii
Jniikr* ThoiiiKOD. and nrHi i1n<<'rih«<1 in IKiS. In snni<
with U. Tha water- >*l Iiiim|>. in Its piv»*-nt form. »«-s
Mnoll fccaie &s to tlie eJlli'ifUfy of llje jpi-puuip. ilie ^freaifsi eniuu
found to ial(« place when the ilirptli from whicli tlii^ water uasilran
Hui'tion pi|>p was al>oiit nine tenths of the height froth wliich tbei
In fi<rni III)? jet ; the flow iipilie xiietion-piptf beini; in that oasetl
Dftli nf that of the jet. anil the t-fflricnoy, voiisequviitly, 9/10 X 1/
Till* Ih but a iow «nii-lfn(*y; lint it ih pivluible that it inay be iucn
iiiiprivt-nipntH in pru|>jrtiLiu> of the mHchiiie. (Haiikiiie, b. H.)
Tbe lujector when iiwd a.s a pump has a verj' low effitHriM
ljiJ>-i'tor-. iimler Slejiin-lK>Uer«.)
Alr-lllt Pump.— The airlift pump consists of a ^
with liK lower end submerKed in a well, nnd a smaller i
Into it at thu l>ottoni. The rising coUimn in the pipe cou
with water, the air belnir iti biibbleH of vnriou!) sizeK, 8n<l i> tiit' i' :
lliati a Ooluiiiii of water of the same height ; connequeiitly the wil<
plp4* in raised atxjve the level of the surroundnif^ water. This HI
ramiii); WHter waH propo8ed as early an \197, hy lii>«'s<:her, of Fivil
wax mentloneil by (7olIi>n in lectures in Paris iii 18711, Ijiil ilu fti^
applieallxD proliablv was by Werner Siemens in Berlin in IS*. I
I'linle experiinenteti on the principle in California in 188B, and V. 8
on apparatiiH involving it were granted to I'olili* and Hill in the lA
A iia|n-r desoriliinK Itiula of the air-lift pump made l>y Randall. Brc
Iti'lir WOK lead before I ho Tecliniciil Society of the Pacillc Coast In I
The (liaineler of the puinp-oolumn was 3 in., of the air-pipe C'
of tile airnliscbarKe noKle W in. The oirpipe liad four shai^ beni
leUKtli of Sfi ft. plus the depth of Hiibineralon.
1'he water was piiin|>ed from a closed pipe-well (.Vi ft. deep and
diameter). The eflBeleuey of the pump na-s based on the least W
retleally requireil to oomprejui the air and ileliver it to the receiver
elDcienoy of the compressor \>e talceu at TOX, the efficiency of the p
CouipreSKor together would l>e 70i of the efflcicuoy found tori
alone.
For a i^ven Kuhmemlon (h) and lift (If), tbe ratio of the two be
within reasonable liiiiliK,(ff i lieln^ not muoh ^leaier than (A), the)
%vaa {rreatest when the pressure itt the receiver did nrit greaLly el
head due to the siibmendon, Ttie smaller ibe ratio H -i- h, the lii(
tlie eiUclt'Boy.
The pump, a.s erected, fdiowed the following etHcieticies :
For U-*-h=: 0.5 10 1.5 2 0
Kmcien(;y = tM «» 30* 2W
The fact that there are abBolutely bo moving: parts mattes tl
eHpeoinlly fitted for haudltiiK dirty or Rritiy wat>'r, sewage, mil
anl Hcid or alkali Noliitions in chemical or metallurgical works.
In Newark, S. J., pumps of this type are at work haviUK a total
of l.iKW,«Hl (jallong daily, iiftiiiK water frotn three 8-ln. artesian we
Newark ('hemloal WorkH tjs« an uir-lift pump to raise biilphuric Ml
^!:ravily. 'i'he Colorado Central (^nsoliilated Mining Co., in one of
at lleurKetowD, l^oio,, lifts water in one -^ne STiO ft., iifttne a seriesi
For a full tti.'Count of the theory of the puuip, and details of
olhtve referred to, see fiiig'ff Seicn. June 8. 189S.
THE U¥DRA1;L.IC RAIV.
Kfflclency.— The iiyrtraulic rum U used where a eoniilderabi
water with a moderat<i fail is available, to raise a uunl] (mrtion of
to a heielu exoeediiig tlint of the fall. The followiui; at* rulisa
EytelweFiv jis tlie results itf his experiments (from Ranklne):
Let (^ be (he whole supply of water in cubic feet per second, of v
lifted lo the IimIkIiI h al>ove'lhe pond, nnd Q — <l riiiiA to waste at I
H below the pnnd; L, the lenirth of thu supply -pipe, from the 1
waste-clavk ; D. its diameter in feet; then
h .
D= Va«ayv, L=H-V^-^ gXSfeet;
I
THt HTDRAtTLlC BAM.
= 1.18
-»Vb
when — do«s not exceed 30.
nearly, when ^ does not exceed 18.
M±-i'„.„..Yi
esUlhso.rihe values givi>iiii.vU'Aui uIssoh'nF)'! iiii'k -
Ikll. .4 6 8 10 12 14 16 1R !» 1>-J -H -.'6
1... 73 51 62 44 3" 81 as 10 !•! 9 4 0
iter (h^it/'g Mgchimics, ISM) reports the- if siilu of four
conslrticted l>y Hiirtisey ,4 Co, Bt'rini-a FrWh 'I'lit- nim »bs
Conneciioii for ]V4-iDch supply ftiirt Vfi-i"<-'li tliw^lmrce. n^e
id wBs IH iricliHRiii diaiiit'ter.utovil Stlfner Iruiff, «i^llS^'lbo"^,
QiiivtiU*ni. tn aboulGA feel of strai^hc pi {it*, mo far n>i i'».>iHi
tJ. Eacb inn wttsniudti with a iliffi^r«iiii sirtilif for llii* viisit-
Uie supply anil delintrj' head liein;; coiiKtiiiiti lht« o Jeur i.f
wa» to fliid thut stroke of clack-valve wliich would give lite
By.
ke, per cent
ses per minute.
^1 of wfttcr
fret of water
nped, pounds....
Pl>lied, pounds....
■eoi
100
80
80
.w
W
61
.I.OT
B.-7
5 58
lij.va
19. T&
19.7S
•.'9-
296
301
lOlS
150?
IBIS
64.fl
06
74.9
46
96
la.T.'s
887.5
nw.5
70
', 71.9, the hi(ch«st realized, was obt&Lned wlien thi' ctaekvalve
luce equal to 00% of its full stroke, tlif full travel lieiog IS/Ili
of IFater Delivered hy the Hfdraiillc Ram,
d Works- ) — From SJ tu lUO ttfet couvi-yjjnrr. oiu- wveiiHi of
rine can be disohar^erl at a.a elevation Ave times tui hit;li oh
ly the ram; or, one fourlaeiilli can be raljett and dlavbart^eil
bJKli as the fall applied.
conveyed by a ram 8000 feet, and elevated iOO feet. The
MniB to 50 feet long.
table elves the uauociiy of several eizea of rams, lUe dluieii-
to be tiaed, ana the size of the Kpring or brook to which
hr of "Wat4?r
ished per
the Spring
ik to which
Ram is
lapled.
per min.
li to 3
« !: 1
Caliber of Weight of Pipe (Ivend), if WrouRlit
Pipes. Iron, then of Ordinary Weight.
Drive-pipe
for head pipe for not
or fall not' aver SO ft.
over 10 ft.
DiKcharge-
and lint <
r
WATEK-PO\VEIl.
I
I
HVDRAIILIC-PRESNVRE TBA^'^'^ f«M
Water under high nreRsure (T!X) to iJOOO lus. p<-r i«i
affoi'di* a very sallstaotory meUivxl of traiiKiiiittir
e«peoi«lly for thi» nmvrmiMil of heavy luuds at Btnsl
and elevulor's. The system L-nrisistB usually of oue
nf <levelr'piii(t the required presKure; accnimilntor:
ders with heavllyweighieil |.i1un);er» t>assiii:r ''
upper end, by M-hicli a quantitv of water iiiav
sure ti> which the pUin^.tTls welBliteil; thedisii :■
urauea, or nther inaehiiiery to w oiwraled.
The earliest inipt.rtaiu use yf li>'Omiilif preiSRUre proijAWyj
Braiiiah liydraulie press, paU'iiled ill ;TWt. SIrW fj Ann'Uxir
nne of the pioneers In the adaptation of t! ' ' •''■
use of the luiMiiiiulator l>v Ariiistroiig If
maeliliiery. Ktceut .ievelopmenls iino « i
due lo Ralph Tweddell, yf I ' ■ '
Besj<enier, in lii» t>ate[il of ^i
liydrMiiise piviwure for comi
Tbe CiroHii Amount oi t^nrfm •■! hk-^'ik'
Ifi the ai-uuniulntor, ineaMired in (oC't-poiiiijK, Is ii-
Ita pressure in pouiuia per fujuare fooL Tht» lif^rsep
Steadily Bowing in H.P. =
ri50
,a6l9p9, in wliicli V 1--^ <liet|m
in cubic feel per second and p the pressure in pounds per mju
Tlie loss nf Hiiergj' due to velocity of flow in the pipe i«ral<
lows ( K. (i. Blaino. kug g. May 'iri and June &. It<91 1:
AccordinK to O'Arey. every pound nf wb'.i'i S-' •
t'uerg3-, or enemy due to its velocity. In pattsin
In length and X> feet diameter, where A ik a vii
oast-iron pipes it may be taken as Jh 2 .005 ( 1 +
iticAtM = d.
m)'"'^]
A =
1(3 4 IS G
Jt.1 .01 ,007S .00667 .006815 .000 .00583
OOSTI
The loss Of piierjor per minute Is DO x ISMQ x
8
ouocs .
"0 to"
. ■ I .. ■ .11- .6at5.'WZ.<H.P.)» , , , ^ _^
jHiwer waiilei.l lu the pipe is 1» = , .tj — ^, in wliich * rarW'
diameter as ahove. p = pressure at entrance iu poiuidii prr
Values of .0.38SA for different diameters of pifX' in iuclio are:
«I=M1 4 34 ."iB rsQ
.OMfrl .00896 .004T7 .OOJil .O03O8 .(W»» .00871 .00*M .tuvt'.H rtMfl
Efficiency; of Hydraulic Appiiraiii>
direct hydraulic ipliiii»;er or ram is uku^iIIv tn:
Kiven as the efTlci-'nev of n mm with cliain 1
prniierly proporti'ined and well lubricated:
.Miiftiplylntr ... Stol Jtol Btol 8 to 1 lOtol
Kmoi.ii.-v ; . HO 7G 7;.' CT m
U to I
Hi-
ll'
Otnl liu|5,l^;
F - aiviiiiiiilutur prejv-iire in pounda per acinore inch;
(M = ratio of multiplying; i>ower:
J? = elTeolive pi-easure lii|M>inuU periiqunre iDOh, iDduillns all
fur friction;
F -- /'l,«l - .nt,.i,.
J. I". Tllit {fCiiij'u, June r
lion of l.yiliuiiitt- jai'l^H fi-.o,
lea lirr nail. ittL's. 1 I.-- Tr i.
I
Irnts
HTDRAULIC-PBESaURE TRANSMISSION. 611
!«•• or Hydraulic Cylinder*.— From u tabl« usfd by 8U;^_
tstrojji^ wf Hike tlie rullowmi;, fur cast-iron cyliuden;, for au in^H
fKssiire of KXO lOs per bquare inch:
0(cvli[i<ler, incht^a.. S 4 i 8 10 13 16 90 94
MK, incbes.. . 0.832 1.146 l.o52 1.875 2.7J2 3.578 3.1U 3.«iV 4.11
any olber prt^ssure inulliiily by the ratio of tliat presoure lu 1000.
Hpiir,-.; i-orrespODd nearly lo the formula t = O.lTSti + 0.48, in which
rul d = iliaiiiet^r in inilii/K, up lo 10 iui'hcs diameter, but (or
:ar the addltio:) 0 4X is reduced to 0.19 ami at iS4 iiivheH it
.;. . iij- foruiulip for thicli cyIimlei"H see jKipe iH7. anle,
irou F^ould not be used for prufiKureft exeeeiliut' ■-'000 lbs. per stjuar
For lii|{lier pressures steel CIMtln|;4 or forged sleel Kliouid lie u.s<f<l^
irking preiisurea of 750 lbs. per gquare iriL-h tlie text prei-MurH stiouli'"
I IbA. per square Inoli, aad for luOO lbs. tlie test preiwuie Khoulcl tiot I
IB S.1UII ll»i.
Ml of Holatlne by Hydrnallc Pressure.- The niaximun
ble speed for warehouse <!rutieK is 6 feet per second; for platforn&l
i4ftw( per second; for passenger and wag(>ii hoistj*, lieavy lootls. W
ar aeoond. Tlie inaxiniimi .speed under any circuiuglani'e» i^ould^
RBeeed 10 feet per Keeond.
9 Speed of Water Tbrougb Valves diould never be greater
DOfe«»t per second.
ed of inrater Xhroiigh Pipes.— Kxperimentn on water at 1000
ensure per squnre inch flowing into a lliiUKiiiK-iii«ehiiie rain, V'O-ineh
ler, tliroueb a t^ ineti pi]"- coniracied at »iie piiiiit to V4 inch, ^avea
!r of 114 fet-t f)er wemul iu ilie pipe, and iM feet at the reduced sea-j
Through a ^-incb pipe reduced lo ^inch at one point the Velocity!
i feet p«r secoud in the pipe and 381 feet at the reduced s<-cUon ]n a1
1 pi(>e witliout contrnetioii the velocity was 355 feet per sieuond,
many of the above note» the author is indebted to Mr. Joliu Piatt,
llhiE eiijrineer. of New Yi>rk.
5h-pressnre Hydraulic Preoaes lu Iron-works are de-
by R, M. Uiieieii. of c.rmmiy, in IVans. A. 1. -"d, K. INW. The fol-
( diktiigct arianKein"nts u.sed in different syateuis of hiKl'-pi tHSure
uUc worl£ are diActiK-sed and illii.'itraled: J
l«am pump, with fly wheel an'l accumulator. I
learn puiup, without fly-wheel ami with uucumuUitor, 1
i«ain-pUDip, without flywheel and wiiliout accTiimilstor.
MM three HyHtems the Talve-uioiioii iif the workinji!; press Is operated
hieh-pre.'Wure L-oliimn. This i* avoided in the following:
Ingle octiiiK atenminieuBiller wiihont itccuniulator.
l«Mn-punip with fly-wlieel. withoutaccnniuiaroraiid wlih pipe-circuit,
laam-pump witii tly-wheel, wiiliout accumulator and wltlioMt plpe-
ditadvaotaKes of accumulators arethiij^stnted: The weiithted pluneem
forni.-rlv s<>rve<l in motit cases aH accuuiulatorK, cause; vlulHUl Hbockl
1 . when chuDKeH take plnce in the niovpinent of Ihe water,
placed, in order to avoid biirstin|< from tills cause, the pip'
-ively of forged and linred steel. The seats and cones of tl
iic vul.ea are cut by tlie water (at hiwb speed), and in such oases only
0*1 careful niainEeiiHuee can prevent great losses of power.
dranllc Powrer In London. -Tiie general principle luvolved
iier into mains laid in the streets, from which seivicc-pipe*
J the bouses to work liftH or three cytiiuler motors wheB
: is require<l. lu some cases a »inall Pelton wheel lin« been
wjikiifi; under a pre;tt.iire of over "00 Mjh. on the stpmre inch, tjver 65
of hydraulic mains are at present laid (i84'J).
reservoir of power conaiBtg of capacious aceuninlator.s, loaded to a
are of SOO lbs. per aquare Inch, thus pn.HluciiiB the sniiie effect a8 If
Wpply-iaiikii were placed at 1700 feet above the Htreet -level. T!
IstAkeii from the Thames or from wells, mid all sediment is reiiiov
Iroin by filtration before it rejicliesthe main eUKUie-pumps.
re are over 1750 juaclilnes at work, und tlie supply is about O.SOO.UOO
IB 7*'r tar^k.
1 iliat the water ii^il should be clean. The ston^g^gleuk ex-
^llul» boiler-house and coalnture. The l^iik
iMi lilt of mud is i}efn>su«d here, it then pasfteft
^■goser 0/ tJw riigities, itiid it in liiroi^ into a set of
^HZi0 lioJx ofrUD alter is a cast-iron cylinder, coni
!k(
h«S
ily
ed
1 a
XM) 1
618 WATKR-POVrBB.
gruDular flllerinK iruiterial reeting upon a ttilae bottom ; oi>4«fl
tributiiig arrangement, affordinir passage for tfi»> iiir. sn.l mtr
bottom of th*- tank. Tile dirty water is RUpj ■
head tank. Afcer paiWliiK tliroiiRh ihe lilir
into the (.'IPBii-walcr tank. fr<iiii uliich lli»' _
Kupply. The cleaning of the Hlters, which is done at lntir>al»l
effected 80 thoroughly iii sifit that the filtering material iiewr «
removed .
The engine-house contains i<ix sets of trlpli'
eylliHlei.s Bi-e IMnch, -iJInoh, 3(5 inch X S<-iijcl>
single iilu'iKi'r-punip with a 5nic'h rniti, secured ii
the conneetiiig-rnd being douhle to clear tlie> piin)|>. i
150 ll)K. on the square inch. Enrli pump will tii^liver .**' .
minute under a preKsure of 800 lbs. to (he Sijtiare infli
about 01 revoluiions per minute. This is a liiirh .
heavy pressure; but the valves work sileutly and \
The consiinipiion of Kteain is HI iMiunrls per lio
The water delivered from the main piitnptt pasS4*s irit*^
The rams are lM inches in diameter, and have a sirokei
each loaded with liutons of slag, coittained in &u'iv__
box suspended from a cro§8 heart on the top of the ram.
One of the accnniiilators la loaded n little more heavily llu
that they rireami tall successively; the inore heavily ln.ii!erl i
valve on the main Kleiim pipe. If Lhe CDKiues .><i
wanted, the lighter of the tworaniK llrst irises n^ '
then ascends, and when it hit.M nearly reached (he > '
Checks the .supply of wati^r aiitoniatically.
The mains jn the piihlic streets nre 9f> constructed and
fectly tru»tworiliy and fiee from leakage.
Every pipe and valve UReil tJiroughout the nystein is teste
square incli before being plnce<l on the ground and again teaO
preHSure in the trencheH to htsiire (he [)errecc lighlDess of f
joinlliig material used is gutia-peroha.
The average rate obtained liy (lie company is about 8 skill
sand gallons The prini'ifial use of the power Is for iotennitt
where direct pressiu'e CHa l>e emiiloyed, as, for idstancv,
cranevi, preKse.s, warehousB lioirsis. etc.
An inijjormnt tise of the hydraulic power Is It-s apphi
gulsbing of fire I)}' means of Oreal head's injector tiydranl,
these hv4lr.tnts a cnnliininu.s tire-eneine is available.
Bydranllc RlTetlne-BiacIilneH.— Hydro iiMc rli
ducedin Eugliihd liy Mr. R U Twedilell. Fix-'
1868. Portable riveting niaclibies were intrc-.
The riveting of tlie large steel plates in the I
portable machines workuig with a pressure oi I'l'
exceptioniil cnses 'i duis per inch was used. (Proc
An ap|>lientiou of hydrtiulic pretwure invenleil
Liverpool, di!-peiises with the necessil.v of «■',
three-tliniw putiip driven by vim f ting or »•
partially upon the work aixMiniulatoii in a htv.
(kassjige from the pumps niiil hack to tlient js m
very feeble pressufe. re<pdriiiga inintmuiu of p iwerlal
water ready for action ut (he desired tnonieut, when l>vl
current is 8topp<«d frotu going back m the puinpf., ' '
piston of the tool to be set. in motion. The ivutei
driving-belt or steiani-engine. supplemented by ihr
fly-wheel, Is employed iti closiog up the rivet, or b«-iiuiri
ject Hubjecte<l to its operation.
Brdranllc Forirlac.— In tl<e oroihiciion n( hn
cast Uigout of mild strei it is esseiitjal that (he n''>
operated on a» equally as possible throughout its
employlng a ■team-hammer fur thi« piii|>ivse it hh'.
t«mal Hurfacv of (he ingot ab8i.<[>>
of the blow, and th,'it a cotnps^
oeotraJ portions of the ingot, t<v
'" ' »Ui« rapid niol^nu -/. ..^ > •■-.
a««ai««Lta
rDaAULlC-ttlESSUBB TRAXSMISSICN. 61'J
orfcinK-press the force-pump and the large or niain eylioder
I iu direct and constant comnuinlL'ation. There are no inter
of any kind, nor ha.s the ptimp any clackv»|v«<. but 1'
It* ryiiii'lor full of water direct into the cylitider of tlie preita,
ill ■. ater, as it wei-e, tmck nf^njn on the return stroke.
bt -s and the pip© connectinR fliem are full, the Ian;*
'"" ' ■ ■ Hnd falls Hiniultaneou^ly with eacli Ktrolce of tbt
up a continuous oscillatlnp motion, the r«ni, of course,
Fehorter diHtance. owiup to the larter capricity of ilie pr>-»
lal Iron and Steel In°tituiu. 1801. See also illiislrnled arlicli
anism," ptLgei 6AR.)
aplete illustrated account of the development of the hy'
^■press, see a paper by R. H. Tweddell in Proc. lusl. C. E., Vol.
Forelu^jtreaa,— A aOOO-ton fonrinjt-press erected at
ea in Ueleinm is described in Eng, aiu' Sf. Jour,, Nov. jS, IHOfl.
composed essentially of two parts— the i>res» itnelf and the
The compressor is fonned of a vertical sieameyllnder and a
Bder. The piston rod of Ibe former forms Hie piston of Ihe
jydraulic pi-ilon discharges Ihe water into Ihe presH projier.
ion la made by a cylindrical balanced ralve: an HfHtn an the
leased the steam piston falls automatically under the ncllon of
iiig it!> de»-ent the steam pai<i«sto the otberface of thepialon
Bylinder, and finally et^'ape^ from the upper end.
I enters under the pi«ton of the oompressor-cylind'-r the pl«-
>its rod forces the water into the press proper. Tht- |>rtvBure
In the pistoD of the latter is transmitted throu;;!! a ci OS's head
t which Is upon the anvil. To raise the crue.'^'henil iuoi>niall
rAtn-dylindeiTi are used, their pit^ton-rods beinp connected to
Btenm acta only on the. pistons of these cylinders from below.
B of ateam lo the cylinders, which stand on tisp of the pi'ess
^ated by the same lever which directs the mollnuis of the com-
movement giveo (o the dies is sufncient for all the ordinaiT
■Dntini;.
) blows per miimte has been attained. A double press on tne
liaving (wo compressors aod eivini; a niaxiuium presiiure of
beeo erected in the Knrpp woilis. at Eswn,
^ ~ teMBlfler. (Irun Aye, Auk. 1890.)— The i bject of the
JU>e the pressure obtained br the ordinary iiccumulator
to operate powerful bydraiille machities requiiliig very
iHiout increasing the pres-siire carried In The Hccuiiiulatur
1 hydraulic system.
Inteiisifler consists of one outer stationary cylinder and one
which moves in the outer cylinder and on a H.ved or ctntti'nary
_r. "When operated in connection with the liydriiulir Ijloom-
bod of working is ns follows: The inner cylinder hariitg been
terand connected throug-h the linllowplnnKer with Iheli)i1rau-
tthe shear, water at the ordinary accnmniatorpret.KiiTeiK ad-
ie outer cylinder, which being four limes Ihe .secllonal area of
|ves a pressure In the inner cylinder and shear cyliniler con-
rith of four times tfie Bccumulator-presBure— that is. If ihe »c-
MBure is BOO lbs. per sijuare inch Ihe pressure in Ihe iiuensifler
(. per square Inco.
le BDKlne drtTlne «n Alr^compreanor and a
kmiaer. {Iron Af/r. .May \2, IHIW.)— The ^rcat Imninier In
tome, is one of the largest in exit^tcncc. lis railing weight
0 tens, and the foundation belonifini; to ir cnirxi^^iK of a block
t 1000 tons. The stroke is ]B tVft t'*4 inches; the dinnieler of
Ifeel 8H inches: diamelerof piston-rod ].*^ inches; total lieieht
", 63 feel 4 inches. The power lo work the hninn>er. as w ell as
of l(Xi and l-W tons respectively, and oiher nuxiliarj- appli-
g to it. Is furnished by four air-corapressors coupled together
reclly by wuler pre8.>iure engines, by means of which the air Is
TS.5 pounds per fqiiare itwit. The cylinders of tV\e »
' ~'<^'JlJ"T P'-f"'iJ<-<i vitlt a bronze lininu, have iv "
,/i^ '"'■'"■"■ "■'"' 'I pressure of water .
flTEL.
•r Coubaatton of Pa«l«. (Rankint>.>— Tiie follow-
Uur total iiuut nf i-oiiibii«ii(iii with ox^'i^'eo of om^ pound of
' iianiHd in ii. iu British theruiHl iiuin, ami also lii
I from ai'-J*. It also shows the wW^hC of oxjKtn re-
jritb each poiicid of th« ooinbiiklilile sod tht> wcT);ht of
er to supiily tbut oxyKfn. The nuantitiea of hrtil. are
' of Mil.. FRTJ'e aud mibermauti.
rned 60 lui
I so as to
I bf drocarbons, 1 lb
i much a« is iiiadf
rfect com bustioii of
on. Tiz..g^ Iba
Lbs.Oxr-
gen per
lb. Coni-
iMistible.
I.b. Afi
(about).
8
8 3/7
■m
m
6
18
15 8/7
lan Meat, f,.^,^ gj.,„
F., Iba.
uults.
6S,083
4,400
I4,S00
•»M-i
from «1,T00
to IB.UUO
10,000
64.3
4.&S
IS 0
88.1
from «iU
to ao
10.45
Dt coiiibUBltoii of carbon, iimkiiiK enrbouic oxide, produces
ftbird of the lieat which is yielded by thr comiJletci conibuslioo.
•at of conibusllon of any i.cHiiiiu(irRl iif Ii\di(i>,*en and oaibon
uiii of the quniitiiies of lieat whiuh Ihp corif=Iitin'ntB would pro-
jly hv Uieii- coiiibiiglloii. (Maish kos Ik nu cxoeijiloii.)
DR the total heat of combtiBtion of comjiouiKls coDtiilnlng oiy-
B» bTdrof^eo and carbon, (he (ollivwiriK principio 1h to be
J\ !• '■ -'.-en ami oxygeo rxlul In a coiiipoiind In the i)roper
■ r (thai is, by welKht oiip part ot hydrogen tu eight
L t aiiciits have no effect on the total heat of conibuS'
ItK^r i, ,-;M-^-i in II K''<»at.Hr profMirtion, only the Kurpliis of hydro.
u which in reouirrd by tlK- oxygen in to he taken into account.
ng l8 a irenerul fortiiiim ^DiiIouk's) for the total boat of com bus-
impoiinil of carbcn. hydrogen, and oxygen :
id O be the fiaciioiis of one pound ol: ihn compound, which
tirely of oarbou, hydrogen, and oxypeu. the remainder beiltK
and other iinpuiitien. Let Ii be the total beat of combustiou
of the compound In Brit ish thermal units. Tlieo
lug table showa Ibe composition of those compounds vrhich ara
K, either aa furnishine oxj-geo for combustion, a.s entering into
loo, or as being produced iiy the combustion of fuel ;
Ji = 14,800 1 C -(- 4.S8(/f - -g ) [ •
FUEL,
«ach lb. of C re<]u<m iH lb>. of O M burn it to CO, , and air c
f n. hv weiebt. 8*ii -^ 0*3 or 11.0lb<>. nf airmv required to bum 11
Jnalyx'* orCaa«« of Combnatlon.— Tbe f Dllowlne ora i
.-Bill II lurKf liuiiiUcr of aualyiw^of jcaxr^ fioiii l<K.-oinotive boilers,
the nuixe uf cotnposlciou under difFerent circuinatonces (P. H.
Trans. A. 1. M. E , it. 230):
TMt.
CO,
18.8
11.6
8.5|
la
6.
8.4
1<
1.4
S
cx>
0
«.&
8.6
6
...
8
....
17.8
. 4 . .
14.7
l.<
8.4
4.4
lA.H
13.S
81 .6 Kn smoke vislbl)*.
81 6 Old Drp, eecaplnrr K»a white, eoKine woiUbc I
81 Frenh flrw, niiKih black gas, " "
80.6lOld fln*. (lanifier cl<}sed, eni;ine ataodliu; stilL
79 81 ■• " Hinoke white, engine workiDi; bard,
6i New fire, ci>rjii« ma workJof; hard.
8i.8 Smokw black, engine not working banL
78.8 ■' dark, blnwi^r on. cOKiii^ HtaaiUngRtin.
81.5 " white, enjcine working bard.
In aaalyaea on the Cleveland and PUtabiirj{h road, in every ioi
when the smoke waa tbe blackest, there was fouud the |;reate8t
of unconsumed oxyiceii in the prndnct, ahowlne that gometbinfc beddct
mere preasnce for oxygen Is requiiied to effect the combustion of ibe
carbon of fuels.
J. C. Hoadley (Trana. A 8. M. E., vl 749) found aa the mean of a
uumtier of analyaea of Hue ^lues from a Imiier using anthracite coal :
OO,. 18.10; CO. 0.30; 15,11.94; N, 74 66.
The toss of heat due to buriiiuK C to CO instead uf to CO, was 3.181.
surplus oxyffen averaRBil IM.J.'Sof the O required for tbe C of the fuel,
average for different weeks riiiiKinK from 88.fl;< to IST?.
Analyses niailf ( I) iletHrniiijf tiie CO proiliiceil by excessively rapid flrlm]
Mve resulu from ■; .'iK to J. SI* VO and S.li to S.UIJ CO, ; the ratioofC
the CO to total carbon buiiu-il beliin from 43.80* to 4aS5<i,anil the ni ""
pounds of air supplied to llie furnace |>er pound of coal beiUK froi
IB 3 lbs. The loss due to buniiiiK C to CO was from ^^.g4]^ to30.8(
full power of thi' cnal.
Temperature or (lie Fire. (Kaiikioe. S. £., p. 283.)— £hr tem
atun* of tliH dre in meant, ilii"^ [eiug>erAlni'rt of the priHlucts of combuf"
tbe instant tlml the cnnibustjdii is cauiplctt*. Tlie elevRtion itf tbatti
atiire above the temperature at which the nlr and the fuel are sni
the furnace may be coniruleil by dlvlclliii; the total heat of conibi
one lb. of f«el by the weiKlii ami liy the mean ispeciftc heat of tbe
prodticls of combustion, and of the nir euiployeil for tbeir dtluCiOD
GOfistniiit pressure. Tile s|iecillc heat under constant pressure of tiittfl
UCTB is nbnut as follows :
Cnrbonic-aclil sas, D.JIT : steam, 0 475; iiitroi^D (probably), 0.848; tli»
O.SBH; sslies, prnliahly alHHit (l.'.W. Using these data, tbe follow ine rcil^
aw ohtaiiinl for puce carbon and fur olillaut pas burned, reBpectlvdy, ft
in just sutflcieDi air, thi-nrelli>allv. for their oumbustiou, and, second, wl
an equal amuunt of air is supplle^l jn Biliiitinn for dilution.
Fuel.
Total heat of cnmbunllou, per lb. . .
Wt of products nf combustion, Iba.
Their iiipati speciHc heat.
SiH'Clfli! heat X weight
Elevation of t em pe future, F
Products undiluted.
Carbon.
Oleflant
Oae.
]4,.'KX)
13
0.237
8.08
81,800
16.43
0 887
4.S3
BOSO»
Products diluted.
Car boo.
14,600
85
0238
5.94
8440*
Oleant
Oai.
3I.Mi
U.»
0.10
T.I
JTlO*
[The above calcntatlans are mnrJe on the assumption that the lipeidSl
heitts ot the j^ases are constaui but they probably increase with ine to
crease of tempera) tire (see SpecWc He&vi. \\\ «\i\cV c«se> t.Via temperallin
vyouid be Jess than those above c\i en. Ww s.«.\viv''"»>-'>»« '«'w^>»*a*«
Re heat re>ii(1ervd latent by the conveislon Intu Btt-am of >uy
It 111 Ihf fuel 1
Tomperatnre In Combaatlon of Ga»eB. tEng'g,
<1 A^iril -. i&Mi > — It is fuiKKl Ihat ihu teiupc taiuivrh itblalliHl
lit fall nhon of those ohlaioed liy cali-iilmiun. Three Un-o-
ieo Klveii 10 accoiiiil for llils : I. Th* cooling ffrtHit of the
con(aiiiiii|; vessel; 'J. Tbe relarHmicin of the evoliitloii of h^-at
issociatioti; 3. Tlif iucreiuw? of the sjieclflc heat of the eauesal
)pef'Htut>^. The cnlculated temi>era1iire8 are obtahiablc only
lion thai the easeK shall combiue iuHtautaiieoiisl.v and siiiiulta-
iiKht'iil their whole iiiafcs. Thia couUilion in jiraolieally iiii|>08-
rliiifnis. The ^aAt*K funned at the liegluiiing o( an explo.sion
luaiiiiiiic coiiihuitlible Igaaes and tend to retard or checic the
it the reiiialuder.
CLASSIFICATION OP SOLID FCELS.
jjsifles solid fueU as foUowg {ISng'g und it'g Jour., J\i\y,
CLASSIFICATION OF FUEL.
633
1874):
Name of Fuel
Ratio
O
H
or O -t- y *.
H
Pmijonion of Coke or
I Yielded by
llie Dry I'liro Fuel.
roi:
CI
liarcoal yielded by
oae and eocasing matter). .
all fuel ,
brown coal
IS
4® 1
1 a 0.75
Dua coals he dlrides into five claases as below
fn».
■'\
Elementary
Cumpo&ilion.
H.
80O8&5.8®&
84®BG
88901
5^4.5
O.
l95i^lS
14.2^10
It ®5.3
5.9^4 . e.5@S.5
I Propor-
„ . O tion of
Ratio =- 1 Coke
rti j„ yielded
'i illla-
tlOD.
4^
1
1
Nature
and
Appear-
ance of
Coke.
' Melted.
.600.68 J. but
friable.
'Meltctd;
eoDie-
what
com-
pact.
2<elied;
very
ooin-
pacL
^'Pulveni-
Irot.
74@.8S
.82^.90
rareJr eicee<1s 1 p«-r tvnt of the melKht of the fueL
J bituminous liiriiitps. wliich res^eiuble pH-troletinii.
(lie foUowinfr: The exirme dlffereiioes in ibe cbeoitcal
of dl/Tf rf nt kinds of t-oal are very creat The
ratMNS from at) ro sa percent-, that ot byiito^at-
frpa 5 to Sliver cvat; [hat of water, or ox^gea kud ^
tWob» which rorm water, from ao inavv'*'^^***?
let: tbmt of »sh. from lU lo '» p«r cetil.
fffomJ may be divided Into v.rincip*\ c>-
. « *f™'-Wt«injlcou« coid; 8, bitumUif
. S. Itgnit^or hrowQ coat.
I
to»j» » 30 saiTO tt.9 « x: ve zi *i
I •rr«al^ ma AatktmcU*, BttaBtli
Pre*- Penir«r Fraser iTr-^r^ ^ . -. ,-
U(lB of coals •coordiiur Co :.'
boo beanitoUieTc4ati>e b> :
In mrrungiag coal* nailer lu-t. ^
*M nilpbur. «anfaT matter, and moieuire, are dacn^aftdad,*
■Utumis alMie are nrniMrnti*
Oartioa Wtxti
Ratio.
L H«rd diy antliradta. 100 to IS
n. Sfini anthracice. IS (o 8
in. geini-bitumiDous. ... 8 to 6
IV. BttattilDogg 5io 0
MO. tofltais
O.Sto «.
It appears to the aathor that Om above claaslficatioB doM aM I
Iin« at the proper point bMwceu the wtoi bltuminoua and HaMB
coala. Th! •" " r.n,, ,.( q ^. v.H.C. = 5. or flii«J eaHma tMW.««|
drocarboi -• it wuuld throw iiianj of tbesMwacoMNafO
andtiom-'r <. P>-nn.. and tbf CumbniMOd, Md.. aad fM
Va.. ■■">■ ■ r.r,,..i.rai!i- ..f ,-,,,e oUsa. aad premrtf f
wii: : inoiu rl— d The iIctWm
tUUU'DOUV c(aI«. V *■ ^%
a in UWM
tw.-^
woui..
elaa*.
li-aothracalai
Ttie fuUowitiK 1^ pi-uiArini by the author as a toOer daHNI
CarboD Batio. Mzed CarlMtn. Vol)
! nthracite . 100 to U 100 toM.SX 0 •!
iOit« lato 7 ezsitoSTs rfltj
imona 7to 8 87.5 to75 HI 11
ISItim.iiw.iin 3lo 0 T5 to 0 * W
ANALYSES OF COALa
62b
I io Um vicinity of Sheoaodoah, aiid in tbeHoutUern AelU bclweob,
tinnk and Tamnijun. J
1
«4
It
1=
i2
1
is
II
si
■i'
u
s
1
Vol. Matter.
Per cent of
tota.1 com-
bustible.
on...
E. Middle
.^.71
S 08
BO. 40
6.22
.RS
8.M
88.07
>oth..
E. Middle
4.18
a.m
M.38
5.«i
.49
3 4G
27. DO
Me .
W. Middle
3.5t
3 ra
81.59
10.05
.M
4.96
81 9S
Mth.
W. Middle
8.16
8.74
81.14
11.08
.90
4.38
SI .88
o*e F Souibern
3,01
4 13
87. 9S
4.38
.M
4.48
XI. sa
lltn.. W. Mttlcllc
a. 04
8.93
fiS.Wl
9.88
.40
4.S6
eo.Bs
Pool
W. Middle
3.41
3.98
80.87
11.23
M
4 60
20.32
loth.
Southern
!|.0»
4. •,'8
83.81
8.18
M
4.85
IS 6S!
sotll
Kortheni
Hi
4. as
83.27
8.20
Mi
B.OO
19.00
ilBed
Lovalnock
!.:»
8.10
83.84
6.$8
1.03
8.80
10 29
above aDtilyRPB were made of coals of all sizes (mixed), When coal is
«d into liiEes for Khipiiieut tlie puiit.r of the di(T«ftfinC sizes a« re(^rdii
ules gDMtly. ijaiiiples from cue mine gave resulti> as followH:
Screened Analyses.
N«mi» of Throiifrh Over Fixed I
Coal. inches. Inches. Carbon. Ash. ^
If a.5 1.75 88.49 5.86
ore .... ... 1.75 1.98 88,67 10.17
Kitnttt l.iiS .7n 80.72 1S.S7
.75 .50 70 05 14. Oe
.SO .25 76.92 18. 82
nkwiMat..
Kui.li
Sulphur.
091
0.59
Bernlc« Baain, Pa., Coals,
Wat«r. Vol. H.C. Fixed C. Ash, Sulphur.
.1.. p.,ui„„n „„.i(0.fl« 3.50 82.5S 8.27 O.M
Bin, rnlllvnn nndj , , , , .
0mln|?t.-O«.: .»Ilge0f8..|,„ ^^ gggg g^ jI^
leoal Is on ibe dWiding-line between the anthracires and s«mi-aiit.hnwi
aud te similar Io the coal of the Lykens Valley district.
■ recent aualyxes (Trans. A. I. M. E., xlv. 721) give :
Watt-r. Vol. H.C. Fixed Carl.. Ash
tncseoin Oii5 0,40 83.09 S,.34
Mow «patn ... 3.87 15.42 71.34 9.97 _
■ •li-niitliraoite. the tiecond a Sfini-bituiuinoui.
iiplodby AutliraciteCoal, <J. C. I. W , vol. lli.)-Tho
iif 2:40 lbs or hard L,ehlKh c»al Isalittle over 36 feet: an
amylklll \V. A., 37 to 38 fe*?t ; Sliamoldei, 38 to 39 feel ; Lorberry,
Die IO measurement!* made with WIIUeiibarTe anlhracito coal from
llDR Valley, It reqiiire.<i 32.2 cu. ft. of lump, 33.9 cii. ft. broken,
A egf^, 3« « cu. ft. of Btove, 35.7 cu. ft. of chHsitiuit, and 38.7 ou. ft.
iDiake one ton of coal of 2240 lb». ; while it r«iuire« iS.H cu, ft. of
1 CO. (I. of ljrok<-n, 30.8 cu. ft. nf oeK. 31 1 cu ft. uf -.tove. 31.9cu.
tfiiit. 811(1 'i'i.i^ '-'11 ft, of pes. In uinlie hum ion nf stHKi lljs.
»attlon of Anthracite and Scml-bltitmlnoua Coals.
. 1. M. E,, vl, 43ti.>— Hard dry anthrai.'iteH, 1C nnaiys+'s liv hojfeil
armn^ from 94.10 to 82.47 fixed carbon. 1.40 to V.fS VMlatik- inalterS
50lo 8.00 ash, water, ami imitiuitlcii. Of tlio fiie) con^tltiu-lntti aloti<
»hJ c&rbou raDRW fmni i)S.53 to S9.(>3, and tlif voloille matter from 1."
87, the correspondinjj carhou ratiLi.«, or C -*- Vol. H.C. being from 07.1
'1,
I rfM.— 12 ftnal.vses hy Rofers show a i
III. 7.07 to l-l.T.'i volaiile iiiuller, and
KM ': - ^xciiiilltjfi- tfie asb, etc., file rnii|ce
' rolnllle eonibugtlble 7.1'' Io l.',.W. th
^fraui JZTa lo 6.41.
I
JB29
FIJBL.
r Bemi-bUKminoHt CoaJa.— 10 analyses of Fenna and MihtIudJ
Ihted carbon 68.41 to MSn. voliilllfe matter ll.a 1.
Impurities 4 to 13.99. The perfpiitaire <if tlie fii<-
79.84 10 88.80, volatile comUiisitible ll.'M to ao.ie, ,..
3.90.
ADierlCAn Seml-bllnmlnoaa «nd BltunUaoa* f'l
(Selected chiefly from vai-lous papers In Tnuis. A. I. M. B.i
^Hpcnna. Semi-bH uminowi ;
^^ Broad Top, extreiues of 5. .
Somerset Co., extremes Of 5
»
Blair Co., averajte of 5
Cambria, Co.. ttveraee of 7, (
lower bed, B. j ■ • • •
C'ambrla Co. , I , I
upperbed, C. t
Cambria Co., South Fork, 1
Centre Co., I
Clearfield Co., average of 9, 1
upper bed, C. f ' '
Clearfleld Co., average of 8, I
lovrerbed, O. (••••
Cle&rfleld Co., range of 17 anal..
Bituminous :
Jefferson Co., average of 86
Clarion Co., average of 7
Armstrong Co., 1
Connellsville Coal
Coke from Conn'vflle (Standard)
Youghioglieny Cool. ..
Pittaburgfa, Ocean Mine
Moist-
ure.
.79
I .78
J].5(V
11.89
1.07
0.74
0.60
O.TO
0,81
10.41
■< tv
l.»4
1.81
1.517
1.18
i.as
.49
1 03
.as
Vol.
Hydro-
arbon.
18.8i
17..<«
14.3.1
18..51
26.72
17 18
I5..M
iB.eo
23 94
SI.IO
io.oo
to
JB.19
82 .VI
8X.60
42.55
ao.io
0.01
M.40
89.00
Fixed
Ciu'buii
re 4G
00- —
68.94
73 42
T8 (»
S8.7I
00.9S
74.08
ee.w
to
T4.oa
so 99
M I&
49 00
S9 Bl
Si.W
Mtb
5T.»i
Aah.
The percentage of volatile matter in the Kiiraning lower brfj
Freeport lower bed D locreaxM with great nnlforinlly frvxii eit*( laC
V..l!UiI.. :vi.!l.T Flmrii'
» Clearfield Co, bed D ■.■
B
CUrioDCo., " B :
" D ... 37.;.-. i.i JO.SfJ M"3
Connellvrllle Coal and Coke. (Tmiia. A. I. M. E.,
The OnnnellsviUe coaUfleld. in the Houthu-eHterti pArl of IVnuvyH
Rtrip about 3 miles wide ami iJO niilrs in lenetli. TlieiiiiiMI
e<influe<l to the Pittdbiirgli xeum. which iiere hiiK Ha beat def
Hlxe, and its qiuiliiy lx<9t R<ts|>led lo col<e ninking It ie«n«
from 7 to H feel of coal.
The following aualy.4e8 by T T. Morrell show about Its ntaf c
tion ;
Moisture. Vol. Mat. Fixeil C. AkIi Sulphur
Herold Mine .. I.>W 28. R3 00.79 0 44 K
iMine. .. O.ni SI. 91 56.40 9.52 '"
fiparlMg the coin|v«Hliioi\ o< coiiUwcross the Ain
.veiMi.di ..f I'l-uni-jlvmA^. ><• >k\W \*> vxomA ■
Ihr tut V>'\<uinuv.m'»v'
,.,\IUe I."- A'llVsVmvitXi >;■
1 iueoaurea of WeaVoru Veou^^.^ *. .^
JLSALTSES OP COALS.
2^
ilr in compo&illon In Ihe cnnls of thpae upper anO
the saiiieKi^i^rapliical licit or hasin.
the tipper Coal-iueaaiires iPenna.) In a
Wesltvard Order.
Moisture.
Vol. Mai.
Klxed Garb.
Ash.
Sulphur
.... 1.85
3.45
K9.06
5.81
0 30
.... 0.89
16.52
74.28
9.-J9
0.71
.... l.M
28.85
68.77
5.96
1.24
• .a . ....
31..%
60.30
7.84
1.00
.... 1.02
S3. SO
ei.84
s.as
0.8H
.... 1.41
ST.Bti
54.44
5.8«
0.04
m the lioirer Coal-
ineaMnren
111 a 'Wont ward
Order,
Moisture.
Vol. Mat.
Kii«i Cjirb.
Asli.
Sulphur.
0 3«»
.... 1.35
.3.45
TO.Of.
5. SI
.... 0.77
18.18
73. »4
6.60
l.OS
. .. l.-)0
87. S*
61.81
6.83
a.eo
.... 1.18
1S.54
74.40
5.W
1.86
0.92
24.38
Ci.-i2
7 69
4.flJ
.... 0.96
S8.30
52.03
5.14
3.66
lla and Ohio Bltumlnon* Coala. Variation
of Coala or the name Bed* in dlfTcrent DIs-
0 aualyH*^ iti Ihe reports of Jhtt Peiinsvlvnuia (if<th<«icul
WiDK Bre telecleJ. They are dlvidPri Into <lifl'fr('iil groups,
analyKig in each group is glveii, ash and other impurities
and the percenta(;e in 100 of coinbuiitihle matter being
l-fa«d, upprr bench
ihip, Greene Co
ship. Wa.'ibiUKtoii Co....
l-bed, lower bench
^p, GreeoeCo
r,_'WashJugton Co
neCo....
^6r«eaeCo
jflibliiKton Co
kcc
on Co., areraBe .
■Co
tituminous (nhowinp
. mat. to tbe eastward) .
leorgetown
Qeorgetown
Oaio.
ted In Ohio:
)bio
r
No. of Fixed
Analjrcea Carbon
.S9.73
83.28
60.69
54.81
64. S9
60.S5
(90.87
I 59 II
J63..VI
I .w.nr
lUI.HO
■(54.33
66.44
67. 1«
I 75.47
40.68
63.57
Vol,
H.C.
40,»<
48.76
39.31
45.69
35.61
.39.65
39.13
40 89
36.46
4a. 03
at* IM
4.'i 67
33.66
■>• I-
•20 ir
'J4 .')8
59 82
37.43
Carbon
Batlo.
1.48
1.13
}.&4
1.19
1.80
1,52
1.6,i
].;»)
l.';4
] .i'4
l.fil
1.19
1.98
i.ar
8 U3
3.07
0.68
1.66
Moisture. Vol. M»l, fixvd C.
Ohio.
HoekiDg V«Uey
Marvuikd.
Cumberland...,
ViROISIA.
Soiitti of JameK River, -JS lUial-
jrmjti. r«nK«
Average of "iS
North of James Rjver. eiMtern
oulcrop,
Carbonite or Natural Coke
WeHtem outcrop, 11 aualjraei,
raiitce
Average of 11
vCastnpr & Currants Circular)
Wkht ViHruNiA (New River.)
O'liiuulnioai.t 3 analyses
NulUlburgUt
Luinc
BUM II
W.&l
83.13
VisauiiA and Kestucky.
DIk •'^(one Oap Field,; danat-
yseii, rnriiic
KK.NTVCKV.
Pulaski Co., 3 anitl^'Kea, range
Mulilebberg Co., 4
runK*
Kentucky Cannel Coals.l 5 an-
alyges, ranK»
TCKKE8BKX.
Soolt Co., BauKO of several.f . .
Roan* Oo., Rockwood.
llnmlUoii Co., Melville
Mnrion Co., Ktna
.SifWttiiee Co., Tracy City
Kelly Co.. 'Whiteniae
Ueoroia.
PadeCo
Alabama.
Warren Field:
Jefferson Co., BlmilORliam..
•* Black Cieek..
TiiKcaloosa Co
CAhabn Field, ( HeleBa Veio ,
Bibb Co . . . . ) Coke Yeln.. . .
* Analyses of Pucaliontas Coal by John fait
0. H. O. N. 8.
4.44
4.30
4.l» O.W 0.61
6.8S 0.66 0.50
«W from Monsan. »h««»^ ^*a«"««».«
AXALYSfiS OF COALS.
iL.ABAMA COALA. (W. B. FlUllips, ^0. <t U. J., Jiiue 8, ]8S3.)
I
I/>C«tioi].
: :
onhiHeleDa ....
Pratt mines.
'Brook wood.
.Blocton
ood'
oek.,
rood
Pratt mines.
Brookwood.
Blue Creek .
Coalburg
Proximate.
»l.30«0.50 78.23
S3 45 63. 20 T.5.8S
S7.HOlfi8.7n,ra.47
u.m
:«,ei5
31 ..w
ai..w
IS!fi.80
3i.5B
flO.WjTS 7S
57.3tl rO.!«
<>l.».M7f..05
««.a);7U.96
60.90 7^.08
05.57 74. SB
30.15 52.90 60.87 10.70
UlUmale.
7.98
10.42
lO.JIH
S.61
10.19
B.Bl
lO.M
10.77
I0.S6
II. pa
7.51
l.BO
u.ia
9.9S
8.BS
9.6'
9,83
9. IB
1.7:1
0.40
1.48
I. SI
1.62
i.sa
I. so
l.Sl
1.07
1.8(1
1.44
0.8H
0.97
\.lb
1.03
1.3i
9.C0 1.!«].7S| 16.30 0.65
1.70
1.S6
i.aoi
1 9S
\.m
i.rs
1.00
1 50
0.83
I
1
•rkCoal (J. S. Alexander, Trans. A. I. 51. E., Iv. 100).— The
■nl of the Bi-azll (Indiana) district differs In clieinical com-
'le from the coking coals of Westeni I'eutisylvanltt. The
»J iiffircnce, however, !« quite marked ; the hitter ha^a ciiliuid Htriic-
lule up of bltmnlnons particles l.Tin^ apninut each dtljer, sn that under
itJon of heat fusion thronghont thf mass readfl.v Inken pinco, while
toal h formed of alternate layers of rich bilnininoiis nmtter nnd a
wMlke substance, which Is not only very slow of combustion, but «o
• the traoKmliieiou of heat that agiflntinatlon ispre-renled, and the
Unuaway layer by layer, retaining its form until consumed.
H.TB« by E. T. Coi: a 73.SM. H, 4.50; O, 11.77; N, \.7i\ w\i, t.W,
tlT. ».'!».
"-''"lely rariablc fti diameter. T\ie aboti aMi-
.•< imperon ■' .•\riierIt>An LocohioUveVrfcCttC*'*
. '*■„ ',"*"• "'« Stauuton coal, wb\ch \«>Q
IBSa ^- ' I VXTBh.
NIXon'B NavlKation Welsb 4'okI la r>'innrlcntilv piirK, «■!
taius not iiiori; than ii to 4 [M^r cent of ualie^, tc^^ ' liff^
lUHtrous co)t«. The qiianltty of flxe<l carlioii "M
■niouK the (try coal^^, hill oil aoconnt uf it» <.•.■. 1/
buHlioa it b«l6nKS to tlie cliDiS of fat. ur loirc Hi
Clit-miojil aniily^i.t guve lli» followliijj iv^ul
4.SS: Hulphiir. .69; nitiiwii. .49; nxysen idifffi' 1,
The analyaix glinvved tiie following <!oiiip<Mittoii uf lite cuUilUe OCBl
bou. 2,'.a3: hyilrr.Ki-n. SI.W : O + N 4- S. ii.bi. 1
The hent uf c-uiiibuHlloii was found to be. as a rrsuli nt mvcmIiI
nient8, 8061 caloriMi for tlie unit of weiKlit. CalcuUlnl •ccOrHai
ootiiposition. tlie heat uf coiubuMiuu would be StUK calorirM = ll(,W|
tlierina) units per pound.
Tlilu roal is gHiifrnllv ii(!p<1 in Irini-lripsi of st.-
Sanipltng Coal for An*Ijrsls.-J. V
s.li. .lit, saj'R : The tinsiiitabli- sampling nf a >
I pre partition of Ihe eample in llie laboratory. 01
terminations of the ash so wide in ran^t? as t
pmctieul purpos*fS ; evei-y otlier Hinjcle iluterntr
Bhowing its relatlvB part of the error. Tha d'-ttiuiliittiiun of j
n<h are eiiijet;ially lia(>le to error, oa ihey are lntitnai«l>' *»
fil:ue.s.
Win. Forsytli In bis papt^r on The Ht<atint; Valiif? <•>
AVica, Jan. 17, lS9"i). says : This trmiljlt- In KtttinK a f ■
onthroolCe Colli hiu; oonipfllcd tlie Ueadiim U. K. Co., 1:^
to lekf a.s much as •'i'Ki lbs. for oni- isamplt', (Iran 11 <lire<_i try
it stands rendy forsblpiiient.
The dii-^ctions for C'lilcclluK samples of coal for analy»l« at th
laboratory arv as followa :
Two samplea should lie tnkeD. one luarUt^l "avernge." (hfOtbt|
ICric'l: samplM should contain ai>onl lOlliK.. niadf* np i>f tiitn|*
of all oraiierH taken from different part^ of tlie dump or ear, ami •
that thpy shull reprefieut as nearly aa potHlhle, nm, the nvei-aK* kii: I
Ihe Iwst colli
I An example nf the dlfTerence betwet^n an
Bumplp, taken from Mr. Korsytli'R |>aper. Is tl.t
Moisture. Vol. Mat.
Averaie l.M 47 M :i' ^l v M
Select ... 1,90 SI.TO 4«.«S I.VI?.
The theoretical evapomtive iwwer of the former ii rx 1 T. IIM.*
from and at 'il'.*° per lli. of coal, uud that of ilie lai', -
Relative Value of IMne 81z«» of Anlh 1
on a f(i-at« coal-dust is commeicially v'alui.'l>iii, itn'
tbracMtes i>eiiie sold at the following rates (ht ton at the nmni
to a recent addresK by Mr. Eckley B. Co.\e 1 li<BSi
8iiu.'. Kanice of Size. Prieeakl
IlliestNUt l^toitfi iiicli
Pea 3St<'» m
Buckwheat.. B, iBloH
RIcp ?<jto»7l« .
Barley 8/llS tt- i tJ O.jlJ
But when coal is reduced to u-j tiiipal|iable diiKt, a raoibiid off
becomes poxiiihle to which even the nncjil of tliese hIim I» I
dapted: the coal may be blown in 0.1 dum. mixed with its prvjwr]
of air. ami no (na'e at all U then reqiiliv.).
Preitii«d Fuel, iF,. F. I. "'
fuel h IS tje»*it iii.'kIu from au; *tl
rent of its hull< of dry pitch.
■ "■:•..'•" F. the N
■ to •il-:'', at
. . ,• i--*. and in t
ore ir^Mwivvj iu«n« o\ «w*i.-i\>«tt
VALUE 6P StEAM COALS. 633
VALCE OF STEAn COALS.
oal iDHv be determined, with more or le«8 ppprox-
lirt^ diflerent iiwllioils.
jiB ; •■id. Ijy combiistiod In a cijal i-Bloriiheler ; 3rl,
kboiler. The flrsl two mt'thods give wh«i niny be
ting value, the tliii-d ({ive* (lie praL-tionl vnlne.
"St two iiielhorlK depeiulB on liie pre<^isiloM of the
doriiiK-try adopted, and upon tlie cai¥ and Kkill of
Ate of tlie third (iieihod are sulijecc to iiiiiiierons
I error, and may l>e taken an apprnxiniHtely true
conditions uuder ulilcli ttie lest is made. Anaiysix
*itli considerable acouiaoy the hratjuir vahie which
the cooditioQfi or jierCftH conihiiKtioii and complete
prodnred. A boiler tj'iit gives the nolnal result under
esa inii)erfect combiiKUon, and of nnnieroiis and va-
give tb« hixhritt. practical hoatiiiK value, if the coudl-
!>ft, extent of heatinij surface, nieihod of lirinR, etc.,
>r the paiiicniar L-nalteKled. Hiiil it may K've results
»^if these eoutltiiuD<>are adveitw or nuvuilable to the
being: so extremely variable, (heir nsn for the
be relative steainiiiK values of difTerrnt ooalg Ubh
DncIusloiiH. A notable inslanoe Ls found in the
te«t«, made in 18(4, tbe only exUMisive neriea of
Ivei- made. He reported the st>'aiiiin(c value of the
iC'o.'iicDnl lobe far Ihe lowent of all the aothra-
iiily explained by an examinnliou of the condltlona
Jie test, which were entirely uusuited to that coal.
tit for Pilttihureh coal which ig far iH-nentli Dint now
f' practice, bis low restilt belUK chle^y due to the use
PronoHed ApparatUA for Determining |]i» Heating
Ma (Trans. A.I. M. K . xiv. 7^7| the nnllior dencribed
M'atiiK d^itinml to C<>Kt fuel nn a liireH w;'u!t<. nvolditiK
Tiler Lest. It couwist-i of a fire-brick furniu'eeiieluseid
«fo cylindrical lihells conlaiiilng a ^rpRl numliei' of
lied by cooliug water and through which the gages
being cootud. No steaui Is geutsraied Ui the ap-
ed through it and allowed to escape at a tciupeni-
iuct or the weiglii of the water pax.'<eil through
>ln temperature 18 the measure of tbe heating
nee of opioioD concerning the value of cheiiii-
of approxlrnatiiig ttie heating power of coni. It
^-Rtueinrid lileunler-TMllfus, in llieirexleiisive series
in 1668, that tlie heating power aw deternijne<) br
mler than that given tocbetiiliitl analysis accoril-
Paria by 51. Mahler, however, show a much closer
Id caloiimelric tests, A brief descripliim of thene
e French, may be found in an article by the author
I vol. i. jiage 97.
(pressed by the formula,
Bh Tliennal Unlt.s i= 14,50OC + 63,BO0 ( H - y).*
r«*i>ectively the pereentr.ge of catboii, liydrogi^ii,
by IHI. A Kliidy ot M. Malder'i* calnrinielhc te»t«
difference l)etweeu the rcwlis of these le»l« atid
r power by Oiiloiig's law in any single I'lLse is only n
eHiiIlK i>f 81 tests sliow that Iiulong's foi iniilii glveo an
beriiutl units less than the ealorhnetric tests, the
le being over H.OOO thermal unit«, a difference of
^ formula wIth'Berthelot's llgiire for tt
I ttiermal units.
N.aMo + la.o-is (u - i?-±-?L
634
FUEL.
Mabler'8 calorimetrio apparutus codsIkCh of a Kimnr dg
" bomb" Immersed in water, prnp«r pref'n 'itoi
atloii. Onp Krain of theooftl In be tf<itfd I tiuinb«tt<
tliisbonih, oxyReo pas is iiiln>luL*wl und^T ^ ' -^ uLn.^it
and the coal ignited explosively by oti eleilrji; sjiai .
plel* and iiistaulaneous, tlie beat Is radiated into t'
weighinc 2"JO0 grams, and its q\ian1ily is dptenniuf^ I j
L tiiru nf tlds water, due corn-cf ions lieing made for tlie lu ai
apparatus itself. The afciirooy of the np|>arntu!> Is rema
tests Riving results varyine only atmiit 2 jinris in !(">>»!
The L'lose agreement of tlie result-s or culorr"
\ condurted, and of the heating power caloidHtf 1 1
I dicates that either the chemical or the call-'
cepted as correct cnoueb f"r all pi actioal purjMiM -s t.
I heating power of coal. The results obtained by ►
I taken as a standard by which the results of a l)oil'
pared, and the difference between the total heating powi-r. ajuj iJus r»)
the boiler test is a measure of the InefHcieacy of tb« boiler uO'lcr Ik
ditinns of any parttcidar test.
In practice with good anthracite coal, in a steam ^'
tioned. and with all conditions favorable, it la po?
steam 8Wof the total beat of combustion of the coal.
obtAined In the tests at the Centennial Kxhihilion n
boilers. An efficiency of 70;t to 7fif may easdy 1* ot.
f ice. With bitinninous coals It i.s tli(n<Milt to obtain i.
the theoretical maximum of economy, for the reason
tile combustible portion of the coal escapes unburne';
ing rapidly as the content of volatile matter increa-
,inoat coals of the Western States it is with diftlculty timl .
^ASf of the tlieoretical efnciency can be oblatDed without ili'
ducers.
The chemical analysis heretofore referred to is th'
the percentage of carbon, liviliogeu. and oxygen of Ih
however, from a study of .uahlera teat.^ that the pi ^
gires tbced ctirlwn, volatile matter, moisture. Ji'
giring a tneaj^ure of tlie heating value with a li'
After deilucllng the moisture and asli, and cah'. -i
percentage of the coal dry and tree from ash, the aulliui luvs cmim
following table :
Approximatc HsATUta Valce or Coaia
Percentage
Heating
Equiv. Water
Evap. from
Percentage
Heating
3
K. C. in
Value
F. C. in
Value
JM
Coal Diy
B.T.U.
and at -.•I'J'
Coal Dry
B.T.O.
<SB
and Kree
per lb.
per lb.
and Free
jwrlb.
Ootnb'to
^H
from Ash.
Comb'le.
Combustible.
from Ash.
ocAl
100
11300
Jfi.OO
08
l(MW
97
UTOO
IS.iS
B3
1SI«>
A|
04
i5ia)
16.(16
60
14U0
iM
W
IMSO
18.03
or
14040
%iM
87
laioo
IC.2I
54
IStU
at
80
inmo
10.40
M
l:M0n
UJt
T2
xteea
10. Ul
BO
r^.'ii)
til
Below MH the law of decrease of heatlng-po» '
|«nltv <lo«8 not hold, as gome eannel cnnU ami
I heating power than would be pretlii
Th'-' nw of this table may Ix- stio''
Cirf'n <\ cofil cmralidnp moietuv"
JiTlXK VALUE OF STEAM COALS. 635
ityM
lethat can beobtnlnnl In praciicc from ihlti <K>al would'
.«i.......,,,- ,,f i],p boiler, aort ihi« lareely upon Ihe dffflrult:
tiitile coiiiliustllilo mutrtT in ilit? builor funiB<j
uld bo oljtaiiierl, llien llie tvapornliou j)er lb.
;,^ -.. ■,■.,! t)e 14.4-J x .li."> = 'J.;^? Ihs.
iihi-aciie coal, in wlilcli llie combusllble portion ig, say. 07%
\i volatile iiiacl«r. tlie hif^h&it ivsiilt that cnn he expet-ted
Ih all conditioDS favorable is Mi lb«. of water evapiirated
Jer lb. of C'.mbU'ililile. which i.s W>t of 1&2H lbs. Ihe Ihe*
wer. Willi iliebe.st eeiiiibltutiiiiioii.sooalK, siwh lis Cunj'
lonia.'i. ill which Ihe ftxed caibon is 60* of ilie lutal com
or 70S of the thi'on tical 16.4 lbs, may beolitainwl. For
ritli a Hxed cnrhoii ratio of (W;t. II lbs., or (iW of ihe then-
ioboiit the lieut prBclicalljobniiiiablewllh the bent lioilers.
)hio eoals, with h fixed farbon nitjn of t'OS. 10 Kir,, or MS
1S.09 Ihs.. h<i« been olilained. uiitler favorable coiidltinnf,
arch over the furnace. Wilh ctiala mined west <vf Ohio,
ralitw, the boiler efflclency in not apt lo Iwas liiRlj nuiirs.
rex a table of probable maziinuni boilerlen re>uils from
tlxcd carbon ratios may be ooii!itrLu.-ted as l'ullo\ta:
i> 97 80 OR W M BO
£ 313* pur lb. coinbustible, iiiaxliiiuiii iu boiler lestH:
ri.-i isj.5 II 10 S.3 7.0
[•erceiit SO 70 68 06 80 55
illation, iinp«rfectcoMibnslion, etc:
■JO 84 31 31 40 45
)«tween the Ions of 20^ with amhrnciie and the greater
her coals is ehietly due to Itnperfecl ooiiihn.>e:tion of the
tbe more faiebly volatile cobIb sending up the oldniiiey llie
>f wiioke and iiiiburued liydrooarbon t'HseB. It !» a tueoKiire
of the boiler furnace and nf the ineillctency of heatlng-
I the depotiitfoq of gnol. the Initer being primnrily cnused
ion of Ihe <3rdMi6ry furnace ami its iiiisiii I ability to the
r bitatninoiin coal. If in r. boilerlest with an ordinnry fur-
sare obtained thai] ihoi>e in the al>ove table, ii Is au inilioa-
ble conditions, such as bad flring, wroHt |)r<iportiorR of
Iraft, and the like, which ai-e renieiliable. Hi^ner lexultH
inly wllh gas-iiriMlnc-ers, or other styles of furnace espe-
rsniokeless conihns^tlon.
mace Adapted for Different Coaln. iFrom the
I "The Eva pom live Power of BitiiniinoUB Coals," 'I'runa.
i7.)— Almost any kiari of n furnace will be found well
1^ anthracite eoal:< and setul-hituminoiiH coaM crntaininf;
volaiile matter. Prtitably the best furnate for burning
eonlniii lietween tHW and -IC^ volatile nintter, incUuiiug the
iVejHh, Nova , Scotia, and the l-'ittshiirpli nuil Mcmontrnhela
Lain Rrale bnr fiiniace wirh a fire-brick arch thrown over
i of keeping the conibiistinn-clianiber lboroiii;lily hot. The
nalB contalniuK over 40;^ volaiile matter will lie n furnace
e-briok with a laree conibtistionohaniber, and some »pe-
inlrodiiciii^; very net air to the Ka-''e.-< ili.-^lilled from the
ly. a seiiarnte gss-prodiicer niid coinbn.mion-clianiber, with
Inir lio'li ;iir and i;n.«i lief'iiT they unite in (be coiiibiiRlion-
■ r furnace to be e?ipec<ally avoid d In bitruluj? all
r over SOS of volniile niniler is (lie oidiuai-y fur-
<iH directly above Ihe Kinle har.-t. ami in which the
of llie l.oiler are direcily eximsed lo ruiliatioii fnnn the
The quetitlon nf ndniiltlnK air above the urate is still un-
ion JPni/it>#rr recently «aid: " All our experience, extending
goes to Hliow that when the production of smoke is pre-
(leTicef for ndinittlDK air, either there isun Incieace in the
U'l or a diminution in the production of steam. * * • The
nter yet deTiwd is n good flreinan. "
•Oravebi Mfaruacem,—niice\\{. experiiiieitU »Uov< rtitA
coal coiisiilfrut.l^ saving iiliiy be nittdo bv Cbtismx vYv*
itnrdu from thf rrcshlyfli-fd coal througli l\v« \\oV co«\
636
FUEL,
Calortmeirle T«st« of Aiuerlran C'mmtm,-}
leats of Ameiican ami foielKii coals, inadt> Mtilh ^^oxj^m
<<eo. H. Barnw<Traug. A. 8. M. E,. vol. xl*-. ftiej, IkefMi^
sbowlng tlie rang« of vfti'imiou:
Seml-hititminota.
George's CrTt, Cuinberi'd, Hd.,10 tests
Pocahontas, Vo. , 6 tests
New River, Va., 6 twts
KIk Gnrdeo, Ya., 1 test
Welsh. I lest
liUlLltlhlOUM,
Viiiigliiogheny, Ps., lump —
•' " slock
Froiileiiac, Kansas
rfl.(H> Breton. (Caledonia)
I^jkiicoz^bire, Kng
AJ'J/i rarile, 1 1 tests
EvapormtlTe Power of BltnmlB«a»
(Tests with Babcock & Wilcox BuIlei'B, Ti-nns. A. A. M
Name of Coal.
I. WvW. , , ^
' t\.woltt'», fll .
•• Nil Tool lump
I o«(leS1innnon, nr
pitUb'Bli, % nut.
J ill '• run nt mine"
.• ImJ, hliick, "very
Sooil"
aoksoti. O . nut ,.
•'• HInunton. Ill .nut ,
ent"" ^on"fnliiK«
1.« •
COKE.
637
fl. London, EtikUdi) ; S. Feacedale, R.1; S. Cincinnati. O. ;
Pu.; 5. Chicago, III.: 8. Sprlngneld, O.; 7. Sou Francisco,
«Je)it8 the fiirnoce »88 giipplleil with a flre-brli'k arch for
"** lion itt heat from tlt*^ coal directly to the boiler.
f Coal. (I. P Kiiiiholl. Tiniia. A. I. JI. K., vlli. aW.)—
or liiK nestliFrlne of dial. wliUu KOmi-times increasing
iftht. if) to (hiiiliilHli the iiimiitily of cnrbon and ilinpooable
to iiicr<>H!i9 ili>> qiiunlliy of iix.vkcu and of lud i»poiia Lie hy-
I a rediunlon In llie raluiilii: value,
EyritTS in cool tends to produce rapid oxidalion and lueclian-
)n of the iiiasH. wiHi durelopuii-uC of hear., losii of ci^klng
lAneoiiH ignition.
recittbie resultK of the wcnthciliiK of anthracite wiihln the
of expoMire of stotkrd crial are conttned to ihr? oxulation of
jrrites. Ill cokiiiK i-oiil!<. liowuvcr, wvntlieriiiK rt^iici's and
I ih<r cokinK iM>«er. while the [ryriteH areoonvOTted from tilt'
Mtl^ liitocoTnpHrativeiy innomoii9 sidphates.
(t that nt a lempei-ntuic of 15»<° to 1B0<" Fahr., three coals lost
* au averau'e of ;1C;( of caloriDc power. (See alao paper by
Traus A. 1. M, E., iv, 5S.)
COKE.
flid material left after evanoratiiie tbeTolatflr ingredlenti of
Cleans of parliiil eoiiibuiitron In lurnaceft called enke ovt-ns,
a ill the relorts of ^n»-wurks.
ovens i» pief>-rivd to jths coke as fuil. It is of a dark-gray
tly nietaliio lustre, porous, brittle, oiid hard.
n of ci.ke yielded by a given neiglit of coal Is very different
Bdx of colli. i-»ii|>iiiK from 0.9 to n.HR.
^roiiH texture, it readllj- aitriicis and relaliiK water from the
ft Boiiieiiiiiei', if it is kci)t without proper shelter, from 0.16 to
• eight coiiKiMs of niflstnre.
Analyseii or Coke.
rt of John R. Procter, Kentucky Geological Survey.)
per
Where Hade.
■a. (AverofT^ of 3 samples),
feno. •• "4 '•
la. " " 4 " .
Vo.
|Ky^
Fixed
Carbon
Aah.
88 D6
HO. SI
ST.afl
W 58
08.38
93.23
i>.T4
16. »l
10.54
5.7J
r,2i
6. Off
Sul-
phur.
0,810
I.6QS
I.IW)
0.B97
0.56;>
0.74U
ItlinenM In Coking. Cohkbi,i,bvii.le Reqion.
(John Fulton, .^wi^i-. Mft:, Feb. 10. 1893.)
Bee«TeT7 of Sy-im»dii(rta In Coke nfmnaf
iiiinv coDSidei°)ible pro^rMa hox w^a inad<^ In Uie rrcivu
The HolTnian-Olto oven baa beeu riioul larguly used, ila
tx-luK >J>ai it is ronnect«d with rei^DPrators. Id iSM
g3-au<iii were niniiiug, and in ISQS llie number had increasi
A Hoffman Otto oven in Westphalia tnkps a change of "
and couverU it inio colie in 4H Lours. The prcHluct of i
Wis (Oils 111 l)ie Ruhr di8(rict, 11T0 tiuis in !«ilosla, aud 960
tilot. The yield from dry coal Is 75* to TTS ' f c. .ke. •Z.T<f to
to \.ifot Biilpbatf of ainiiioiiin hi llie Ruhr diairict; 03^
4.i))lof tar, and lito 1.25* of sultiliatt-of ainnKiitin in theU
and 66X to i-i% of cuke, ijl to ^.SKof tar nnd 1.6; to t.Vf ofsu)
in th«i Saar dlntriot. A group of 00 Hoffman ovens, iberefi
the followinE:
^^^^- "^ll: ;
Ruhr S1,«X)
Upp«"r Silesia 48.000
8«ar 40.500 1
An oven which hao been iiitmductad lately into Germi
with the recovery of t>y-prnducts is the Seinet-Solvay, wbl'
tliaa the HoffinanOlto, and for this reason T'if to T7< of |
mixed with iSif to STK of coal low in volatile matter, and j
cuke. Mlitun'8 of this kind yield a Inr^r perQentage oCi
otlier hand, ihe amount of gas is lessened, and therefore it
ainmoiiia is lint so great. ■
In the manufacture of coke from soft coal in retort ovei
ih'MB couslruoted so as to save the by-products formed in
allons, llie colte has the diaadvanta^^e of bein^ more pQ
iiinre easily crushed cell-walls than when the same coal
ordinary beehive-oveu.
References; F. W. Luerman. Verein Dentscher Ki!«en]
/r/i»i Aff', .March 31, ISWi .4Hier. Ufr., April 38, 1803. Ai
of artkiles on the mauiifaeture of coke, by John Kiillon, ol
Im iiulitishfil in llie /'oUin-ij Eiinineer, beKinuing in Jaiiuai;
Maklns Hard Cokie.— J. J. FronheUier and O S
lirla Iron (.'u., Ji>liii!iii>wti. i'a., have mode an improvenn
factiiiv by mIiIcIi coke of nii^ dveree of hardness may be
ai-cumpllshed by flist grlnibng tlio coal to a coarse powi
with a hrdrate of lime (it.lr or vrater slacked cniiHtic I
ei
[
WOOD AS FUEL. 639
^^e coke 1h Terr Ifght, 38, 36, and 33 lbs. are regarded as a biii<)icl.
rrom 42 to 50 Ills, nie (fiven as the weight of s bushel ; in this case
r-iiid he (jtittH li*^avv.
cfs ortlie Dimillatlon of Coal.-S. P. Sadlei's HaiKllxiolv
OrKJinlc Clit^iiiisiry K'^es a illagrain sliowiiie otpt 50 oliciiiiinl
\ are derived from tiistillai ion of conl. Tlie firsf litrlvalives are
_>liqiior, cnal-tar, and coki?. From (he gas-liquor are derived
ad sulphate, chloride and carbonate of ammonia. The coal-tar
into oiI.s liRhler than water or cruria naphtha, oils lienvic r than
lerwlstf dead oil or tar. coniraonly called crcosute,— and pitch.
;wo foriner arp ilnrivpfl a variety of rheinical products.
e enal-tar there comes an ainiost endless chain of known conihina-
ft Rreatesl inriuslry based iiixSn their use is tlit? luatiiiracture of
the enormous exieiil to which this has Rrown can he iudeeri from
at there are over CiKUlifrnrent coal-tar colors in use, oiiarittiiy more
et an^" too expensive I'or this purpose. Alatiy ruf ilicinal prppara-
f from thcserirs, pitch for piivirg piirposew, and chemicals for
irat>her, the rubher manufacturers and tanners, as well an for
; liinl>er aud clolh».
ipoeilion of the hydrocarbons in a soft coal is itDceHain and quite
but tbe ultimate analysis of the average coal shows that it np-
quite nearly Iti the ciimpo-sition of CH4 (marsli-goM). |W. H.
rrans. A. I. M. E., xx. 6ia.)
MTOOD AS FCEI>.
rhen newly felled, conlahis a proporllon of moisture which variea
1 in different kinds niiJ in different speeitnens, ranging between
|t, and Ix-inp on an averaRe about 40^. After 9 or 12 iiiuutha' ordi-
ig in the atr the proportion nf uiolstMre is from 30 to 35J. This
dryness, or almost |>erfec(, dryness if required, can lie rirndiiced
lays' drying In an oveu supplied with air at about '-HO" !•. Wiieu
ke is used as the fuel for that oven. 1 )b. of fuel suffii'ei; to expel
B, of moisture from the wood. This is the result nl' c xperitnenta
B scale by Mr. J. R. Napier. If air dried wood were used as
■e OTein, from 3 to S)^ lbs. of wood would probably be required to
lie name effect,
ciflc gravity of dilTerent kinds of wood ranges from 0.1 to 1,3.
y dry woo<I contains about MJ of carbon, the reniaiiider couiiisting
iilrely of oxygen and hydrogen In the prnportious which form
»e coniferou;! family contain a ^^nlnII quantity of turpentine, which
>cart)on. The proporilou of a-sli in w oori is from tji to !>%. The
. of combustion of nil kindH of woo<i, whun dry, is almost ex-
lame. and is that due to the OOf <if carbon.
ve fs from Rankine: but according to the table by S. P. Sharpless
.1. W., iv. 36, the ash varies fromO.tW? to LaCjC in Amerlcau woods.
uel value, instead of being the same for all wooiIb, ranges from
fblte oak) to S5IB calories {for long-leaf pine) = (IfKKl to 8888 British
nils for dry wood, the fuel value of 0.50 lbs. carbuu being 7272
ne V«lne of Wood.— The following table is given in geveral
tererence. autliorlly and quality of coal referi'e<i to not stated.
)(ht of one cord of different woodE (thoroughly sir-dried> is al)Oul
rbanl maple <l5Mlbs.equal to JSOOIhs. coal. (Others give SOfO.)
J 38S0 " " IMO " " ( " 171S.)
land black oak.. 8350 " " 13U0 " " ( •' H60.)
lestnut, and eira.. 2850 " " 9)0 " " ( ' ioaO.>
gepine - 2«M " •' 800 •• " ( • 9-^5.,
ig to the figures in the laat column, it is said :
,e above it Is safe to assume that 2)4 lbs. of dry wood are equal to
ige quality of soft coni and tliat the full value of ihe same wvight
it woods is very nearly tlie same — tliat is, a poiuid of itickory is
more for fuel I'baii a pound of pine, assunune l>oth to be dry. It
nt that tlie wood lie dry, as each lOU of water or moitslure in wood
;t about I23( from its value as fuel,
an average wood of the analysis O Mf, n 8.f.!t, O 48,W, «itC\iO.M>,
irj, Its /u«>l value per pouad, acaordiag to DuloDg's tortnu\ik, V =
I
I
I
I
I
640
PUEL.
[n,r«)C ^- W.OOOiH-^)], is 8irO IJriiiHh tliemial iinJt?
or lln.iiily diieJ in nil'. eoiitailiH Jj!( or Jnoiuture. tlitii Oi"
iioiiiid or euoli wood N Hiipi^ quurtpis of ?|T0= "■ ■" ■
heat [i-qijirwl to hwal ami pvnporaie tlii! tij lb. of «-m >
teuiperaiure, atid t-* li titt itie steMiii mode from tin
lure of till' (■biiiiney K'<?e-'*- '^i' l'"*" lieat-unlts |ier |K'
'Jl'^°. 0(16 uiiit8 lo evaiMirato It at lliut ti'iiipl'ruliP'
raise llie leinperatiin' of lli« sie<«iu to 4'.'0' F,, or 1,'
wliicb Bubtmcicd fnim l^^»! ttl'-7. Ii'«v<?s 58'2J hem iinii^ »-.
. nf Uie wood per pound, or alKMit 0.< Hint of a pound of carboii.i
rompoMtlon of Wood.
(Analysis of Woods, by M. Kuijeue Che*iuittier.1r|
Woods.
CoinposiUoD.
Carbon. Hydrogen. Ozyfcen. I Ni
Bwch
Oiik ...
Itiiuh
I'liplar
Willow
\yerage .
4i SfiK
49. rA
fiO.-JO
49.37
•19.96
49.7W
6.0I)(
S.Bt
6.90
e.ai
5.96
6.06:(
41 1«
41 OS
41.00
89,46
4l.30f
I O-f
Tlie followinK table, prepared by M. Violette, shoK'D
wiitiT i^xpolled frotii wood at Kradiuilly incr«aiiiiiK Ituiiptj
Teraperature,
*%;» I'ahr
aW" Kiihr.
:ii;« Fnhr
■■«>.' P'nlir
l»;° Puiir
Water EEp«'ll«d from 100 PitiUut W
dale.
17 03
m.l.'i
44.81
Aali.
14.'78
10.19
ST.6I
83 38
Cttti.
IS 3.'
17 (M
40 M
Wi
Thi> ivoml nprrnted Upon barl IkwII l(«p( In ■toi'e dllrlOK liro|
wo .li tvlili'li liuK bfii-ii HCiuugly ilritHl b3- meAim ofarliflclAl Im
p ISC 1 1 lo llitf iiliiiim|ilierM, 11 ivabiorlM atiuiil an iiiiicll watfri
III iiMuIr drie I stale.
.4 c'inl ii/ miixl = I .; I y 8 = 1 '
iiili'i^lllUi H|iueeti, (Jluivii.H Bull
13 E. I''fitiow uivt's till- pt-r wilt •
irlally lu l'rU!«ia<J C. 1. W., vol. iii. p.
TiiiilH-r coniB, 74.<I7;( = HO cu. ft. i>er cords
Kirewood coi'du (n»«M' 0" diam.), B9 44* = 75 cu. ft, p^r <
•' Billet ■' Oi|vjH(ov«r3"dinlil.l. M.&M = tW cil. fl. ftcf i
" Brush" wooils less Ihiu 3" diaiii.. lfi.&-J!«; RuoU, ST.C
ClI.tRCOAI..
Olinreoitl Is iiiadt- liyevapoi-ailni; tliv v.ilfttilo <?oti»llfiii-nt» i
pi'nt, oltlif^r by A pHiiinl coiiibu^lu 1
rlmiTe>l. ci>v<>Ved witli » liiy<'ror •
\ ll.n ..f rii.'l In ,1 riiriiaiv. Ill will'
f*?i '
A' UW parU b){r w«itr)it of nrixKl irbi^ t
I i»rta by wv^\i\. u( vVkUcokV, tul «li
iniLry cow4V\vott ot VW» '•»«A »M»i^'
CHABCOAL.
641
D^ Uie partial combustion In a heap, and aboul one Quarter
nation in a retort.
ir(s l»y weight of wood In a retort, I2J^ iiarlii of uowl jmurI
fuinnci?. jfeuci? in ihis proci'SH the wridle cxpt-nitituie of
. from 28 to 30 pnnH of cliarcoal is ll'JJi tiarts; sii lliai, if Ihu
coal obtuineil Is conipareit willi i,Ii« wlinle wt-iuht of wood
nouiit is from 2<iii lo'iif; oud tlit- prnporiloii lost isi on an
fa: 14 — 0.3, neftrly.
Peclet, sood wood charcoal eontaiDs nhoiat n.07 of its weiglit
jportlou of asli In peat cliarodai la very variable, and is cs-
iverage at about O.^H. (UHoltine.>
Hloii ooncprningri'liarcool niny In- found in the Journal of llie
_ rorkeis' AfSii., vol?. J. lo vi. From Ihla liource the tullowinf;
een tnken: ,
r CUarcoal from a. Cord of Wood.— From ih to 50
le ci'i'l in Ihe kiln, and from 30 to a."i in tlit- nieiler. Prof. EkIps-
«. A. 1. M. E.. viii. Z'X). lyiyt* the ylfid fruni liiliix in the Ijike
region is often f roiii M) to CO buslielB for hard wood aiid 50 for
,he averaue is about .iO liiLvliplw,
Dt yield per cord depends largely upon whether the cord i» a
} en. ft. or not.
auths' lest of a liiln at Goodrich, Tenn.. Dr. H. Jt. Pierce found
ollows: Dimensions of kiln— iinside diaraoter of base, S8 fr, 8 ill. ;
ing of arch, 26 ft. 8 in.; heigtit nf nails, 8 ft.; rise of arch, 6 ft.;
cords. HiKhe^l yield rif charcoal per cnrd of wood (iiieusiired)
s, lowest 50.14 b^l^llelK, averaee 63.05 blLlhels.
nrk;es 12. leiiirlli of each turn o^ period from one charging to
days. (J- C. I. W., lol. vi j) 26.)
■ Irom Different nethodB of Cbarcaal-inakiiiK.
^■ethoda.
^ experiments
rUi, fuel vjl
E'
Character of Wood used.
a
ins, fiiel in-
^eas, av. rMuItb,
k, av. results
lerw excep-
elleni,av. rcsultx
kilns, av. rmultH
dlera, av. re-
Birch dried at 280 F
1 Air dry, av. good j'el- I
< low pine weighing -
( abt. 28 1 1)8. per cu. ft. I
J (iood dry fir and pine, I
I mixed. |
1 Pool- wood, mixed fir t
) and pine f
IFIr nntl wldtepine
wooil. mixed. Av. 2S
lbs. per cu. ft.
1 Av, pond yellow pine
J. wei^hlnK abt. «5 Iba.
I per cu. ft.
Yield.
ES-ai
.0
05.8
Sl.O
TOO
TJ.g
sa s
as. a
34. ^>
37.7'
•25 8
24
1R 3
!».0
17.1
SI
•S||
M
64,3
66.7
630
60 15
4S.0
a%o
15.7
1.S.7
IS. 3
18.3
13.3
IT 5
17.5
j(l4>ii or C'barcoal in Blaat-rnriiitcei* per Ton of
i} averttije coiiMiinpliuii accurdiuK tu Cfiisus nf ItiWi, ).14 toiiH
fer ton of pig. Tlie con^iinipiinn at the l)esl furiince^ is iniicli
average. As luw tin 0 t>iH ton, is recorded of (h0 Morgan fuinnce;
»>, 0.«W; Klk Uapids, (l>iH4. iIWW.)
|»tlon or Wafer and of Gaoe* hj Clmml^-SvedUiu,
l-Ooi'k for clmrcual burners, pi' : ' ' "
t: KreHli cijarconl. aiso reiieui
■ hilt ithrff rnijlf'l it ninftrh':
■' ' '- " "^ty cdiitain c ■ ■
f c'Jtjtretifll I:'
or a/) n i r
I
I
H. Sauasure, operaUng' with bIcNska of Una boxvnwd i
burnt, toanH that by simply placing such blocks In cootaM
gases tliey absorbed them in the following proporttoo:
Voluniee.
Ammonia W.OO
Hydrochloric aeld gas 8S.00
Swlphtiroii« aoiil fiS.OO
SulphurT^tie.i liydrocen 55.00
Nitroai ojcide (iaughing-eas). . 40.00
Carbonic acid ...35.00
Carbonic oxide...
Oxygen
Nitrogen
Carburettevi hjdrogiM.
Hydrogen
i
Tt is this enormous absorptive power tiiat rentlere of so
comparatively flight, sprinkling •■
preventive of the escape of odor^
Inaboxorc»*e contaiiiing- oii'
without mectianical compression a liult.- jv.
repre«ie»ting a nijwhanical prf*t&ure of on^- lit
to the square inch. From tlie store thus i
dravm by a .>-niall band-pump.
CanipotttUou of Chareoal Prod need at VmtIobi
lurea. (By M Vioiette.;
I
Temperalure of Car-
bonization,
I
Ont.
lay
ano
«o
800
S!SO
«H
1<WJ
Fahr.
as»
i&
fi6S
810
Comiioiiilion of the SoJM Produel
Carbon.
Per cent,
■«7.51
51.82
65.S0
73.»l
T6.M
ei.64
81-97
Hydro-
gen.
Per cent.
a.n
S.M
4.81
4.SS
4.14
4.D6
«.9Q
Oxygwi.
Per cent.
46.aa
43.se
x.vr
81.90
18.44
IS. 94
14.15
Tile wood (fxpcriinenteti on vras that of black alder, or
which riiriii.<>lies a charcoal suitable for gunpowder. It
dried at ISO de«. C. = aoi deg. F.
nnscELLANEors solid FrEI.S
Dnirt Poei Dnat Exploalona. —Dust when
MUCii exireiti*' rapl'liry ax in some cases to cause ex
flour-mill' ' ■ attributed U) tgoition of the d
Bxperini' << <d in 1876 on the effect of coal
mines gli a dusty passage the flame ftv<
travel 5<) V in I-; iri>r. F. A. Aoel fTrans. A. I. *' '"
duot in mines much promotes and extends e\
ily b*- hr*-Ki!ri»t into operation a« a fler^i-ly t» i
- - '•- 1 s far at ita ni i '"'■ i- Tii-mm. nii<i ^_
though ih>- small proportkn <
• mine Tb- •■ of theemnS ""
w-a. tw
»ca^v«n CbB v<>w*«'
MISCKLLANKOCS SOLID FUELS. 043
■-box. When Itiig powder is once Ignited, aiul it \n very
' first laiHiiiK iIih lining t« a lilgh tetni>t;ratiire bj' an opeii
Btiou eoritiiiui>s in an intense aud r(>K»lur inuoner iindtr the
Brreni of air wliioh cairlra it in. iM/m. Hecnrd. April, 1898.)
Bl Has iisi'd in tliw Crompton rolarv puddling-fumacf ot
nal. England, in ISTS. (Jour. I. & S. I., i. I(^:S. p. 91.i
irft as usually drimi in the air. contaiuH from °2:'^ ti> ilO^ of
I must ix' allowed for in estimating its heat of conilmstion. ThiH
LIT b*?en evaporated, the analysis of M. Ri'trnauli eives. in 100
'ectly dry peat of the liest quality; C r>9i, H (i%, O SIX, Ash W.
:uin (ileA of peat the quantttv of ash Is greater, ainuunting to TjJ
les tn Uf.
ic gravity of peat in its ordinary state is about 0.4 or 0.5. It can
ed by iiuiohinery to a much greater dengity. (Ranltine.)
iiu-enp-ine. i 61 ► {pves as the average composition of dried Iri>h
II Git. O -iyf. N 1.2.^)(. Asli 4%.
Dillons;"-, rorniula to tins analysis, we obtain for llie healing value
Jry peat 10,-JiiO heat units jjer pound, and for air-dried peat e<m-
>f moisture, after making ailowance for evaporating the water,
its per |)i:mnd.
t as Fnel,— The heating power of sawdust is nntnriillv llie
und as that of the wood from which it is derived, but If nllowed
Kinore like spent tan (whieh see below). The contiilions iieees-
^K sawdust are tlial plenty of room sliould be given it in I lie
Btafflcient air supplied on the surface of the mass. The some
MTingn. refuBe lumber, etc. Sawdust Is freiiuently buitied in
0 . »jy beins blown into the furnace by a faii-bliiBt.
■•nnro has been successfully used as fuel by (he Cab!" Ball-
'aieo. It was mixed with soft coal and burned in an ordinary
with » (ire- brick arch.
^tark aa Fnel.— Tan, or oak bark, after having been used
■ of tanning, is liurned as fuel. The spent tan conKisis of llie
[of the btuk. According to M. Peclet. five parts of oalc bark
Vt8 of dry tan; and the heating power of perfectly dry Ian,
of osh, is 6I0O Englisli units; whilst thai of Lau iu an oriinary
HE, rontdinine 305 of water, is only -I'^l Knglish units. The
ir (vnpi'rated from and at 212° by one pDund of tan, equiva-
■ ;>■ :;>r powers, is, for perfectly dry tan, 5,4B lbs., for tan w ith
is ExperiineT)t» by Prof. R. H. Tliurston (Jour. Frank.
Ill the C'mckett furnace, the wet tan containing W* of
afji Mtion from and at 212' F. of 4.24 lbs. of water per piMind
ail. and with tiie Thompson furnace an evaporation of 3.111 lbs.
f wet tun couiaining .^ of water. The Thonipson fiiriiBce eoii-
: fire-brick ovens, each 9 feet x 4 feet 4 inches, contointng 234
of grate in all, for three boilers with a total lieating surface of
feer. a ratio of heating to grate surface of 0 to 1. Tlie (an wns
holes in the top. Tlie Crockett furnace was an ordinary Are-
re. 6 X 4 feel, built in front of the boiler, irsteiid of under it. the
line surface to grate being 14.0 to 1. According to Prof, Tbuni-
■f success in burning wet fuel lire the surrounding nf the
with heated surfaces and with biiriiing fnel ihdt it may
I then so arranging the BppnrntHs (lini tborougli coni-
,- tie s"eiired, and tlmt the rapidity (*( combiisifoTj be precisely
[ never exceed the rnftidity of desiccation. ^Vhere this rupidity
1 in exceeded the dry portion is consumed comiiietely, leaving
a«.K nf fuel whieh "refuses to take Are.
_'ael. (Eiir/'r/ lUerliiniics, Feb., 1S93, p. .'i.'5,>— Kxperinieuts in
' tliat winter-wheat straw, dried at 230° F., had the follnning
" 4li.I; II. 5.0; N, 0.42: O, -13.7: Ash. 4.1. Heating value in
units: dry straw, 0290: witli 6f water. S770; with ]0> water,
&«!! of other grains the heating value of {
Iickwbeat to 0750 for Hax.
I. p. (521 gives the nwan composition of '
I a £: O. Sft; O. O.HO: Ash. 4.7i; water IS.'"
ID /X. The lieatltifc value of straw fi i
l/orm/i/rt, nnd ilfiliii-ting tlie )ie,'ii
•'f iin/rx Clark nirnrit'niiiily give-i . i
'aet in Sag^r Man nracla r<> „
1
I
I
1
enuM rw «v«ry iwiiou ui uuuud ecuutuibea. tbalKl
UciioradiiK tfllT.SJI lient uiiiU uh agaii.tit 3»5,-J(X) «n a i
t# ill fftvor of I hi' 7« bKBOsiiie.
Assiiiiiiiis tim tcmiwratuiv of the waRtc (cm: •
suiTouuiliufr atinosijlicri* unJ water in tin- bu^;
titv uf uir ueccssary for tlio coinbiiHlioii of oi .
ihe iost li«mt will bi' as follows: In the wu8l«.> nfl^'-*:, li<-n|
ViO' F.,aiicl ill vaporiziiiB ihe moisture, t-lc, Ihe OOS lii
114548 lu'ftt uuits, and im.lBi) for tlie T->^ UB(;a6iw<
•'SiilitrnA.'tinKtht)seii>iantitie* fiom til*" jibov.
will proiluce ISS.'JSB avuilablp beat uniln. .u- ,
bajjassfl. which givva a9Il,0,')0 iiliitH. Accoriliiigl \
nt B6f mill HXii-oulinn will piiMluce C80 lbs. buKas-..-. _
abla heat iiiiiu, wliilv the same cano at T'ijC extraul
baznose. (xjiml to IGT.'IOB.OOO iiiiitji,
•"a aiiHllar caliHilatlon fur iIih oasa. of Lf' '
fibre, ami lUjC total solids In tlto juice, a^r^
tliat bajtaMRe from one Ion of cane eon:
wliloh 5<i,U<v'i(W have to be iletliicleil.
■' This would iiialie niich lini:ai<iwi wortli tin an averaiK
per ton of can>; ktohdiI. Under fairl^v »r'>o<I I'oiMltinnii, 1
(irate TH lbs. water, while tl)f Wst b' ' ' ■
the l»(t'isso fnim 1 ion of can*.- at 7.'
IVSU lbs. luOia lbs of WftltT. Tbeji.
ilfr tlu^stt comlitioiis contain IWiiJ in-. ..i «jii,m. ir vn.
water abided cliiriiitr ilie proci'i>» of manufacture Ik IM
juice mndii, llio total water liuudled is UIO llj», ti"ipiii Un
III tlilt L'liHti, the coiiiinereial inH>iB«cuit« would l>« i
the orliflnal mill Jiili'e, or MAjr -JiJ lbs. Snld luill Jm
eijimls HwOllw, liquor liniidlwl; mid Ittjil lbs . Ukinus a
the iiiiuiilit.v of water to be e»ttfiorat*-d diirinK ih«» pvoi!*.
To effect a TVj-lb. evajKiratluu ri-qiiiros 100 lbs. <.ii coul, an
111. eviiporalion
" To reduce 16.V) lb». of jiilue to Bjrnp of, aay, -r ■•
oraMoii of 17TU lbs of water, leii»ui(f IW l'«. ' '
C>^niplisbed in thi; open air. It will reipibe nl.. i
bolder evaporation, and IlTat •" " ^_
odnetd of th« IHstlllatlon ot Crade Petrolenm.
\ American peti uleuiii of ap. gr O.MX) nuiy t>e spill Up by fractiODi
•Oil OS follows (Roblnsou's Uas nod Petroleum KoKines):
PETBOLECM.
G45,
Disllllata.
RUiKuleite. ^
( hk IliMiTi'lie. 1
I I Polialiingr oils.
iKeioaene (lamp-oil J.
loll 111 spirit)...
i(), benzoleoe.
uiba B
A
I.iibricatiiip; oil ,..
ParaWne wax
RcKidiiit mid Loss.
Pei-ceut-
traces.
1.5
10.
2.5
S.
GO.
15.
i.
1«.
specific !«««U,',"e
Gravity.
.890 to .(S6
.630 to .657
.6«) to .TOO
.714 to .718
.7!i5 to .va
.eaa to .83o
.660 to ,9iB
Dcg. V.
lOo to vti\
230
Per
^n?-
Per
Sp.
Per
Sp.
Per
Sp.
Per
Sp.
C«llt.
cent.
Gr.
cent.
(Jr.
cent.
Gr.
cent.
Ur.
IH
O.T-.W
.M
0.761
SO
u.soa
68
0.830
88
0.815
ft)
.rsi
36
.768
58
70
.83i
90
.815
a
.730
8H
.T7i
to
.806
7i
.8:M
1
84
.?!»
40
.77K
S8
7A
.830
921
SA
.740
43
.783
00
.800
70
.810
100 1
i!ft
.749
44
.788
03
.804
78
.830
)tO
,1*6
46
.792
64
.808
B2
.818
S2
.780
4H
.800
66
.Slii
86
.BIS
ut Potrolenm, produced at Lima, Ohio, is of a dark greeu color,
nrks i»' Uauinfl at l.^'' C. (sp. er.. 0.7B8).
' I in fifty purtH. «acli part representlog H by Toluine, gave
■ _ suits !
tSp. "p
I
^V BETrRNS.
■OTtenl naplitlia, 70° Bauui6,
buniiug nil.
ilisiillntinii Hiiirteil nt 23° C, tliiti being due to the iarKe aoioiint of
Tii. and when tKhC wag reached, at a lempeiature of SIO" C,
rw r<!ninliiin>; in itie retort were dissociated, then kobbs
dtsllllai>-,s were olirjiiued, and, as usual ia such uusen. the
.TfOsed fniiu 310° C. down >rradually to 200" C, until 75* of
I. and from tins point the tern peinlure remained constant
■ ■( the disullatiuu. Therefore iheKe hydrocarbons Id lialM
■. fi i.,iv> !-■ I'd iniicli heat., u/oin-. Am. Chem. Sua.)
lae of Petruleuiu as Furl.— Thos. Urqnbart, of Russia (Proc.
«. E., Juu, INi'J). gives the folluu-in? table of the theoretical evapora-
t>»or of iwtroleurh in compariaoa wlUi that o( ooal, as determined by
a. Karra & tiilbermann:
6 per cent paraffloe oil.
10 " r«sl(lu>iin.
a
of I* MM at t: VW diV. gr !■ per ^y.
Vor fme weHf • work tSSI i
rmaatnt for ft« «— wmk, Aowiam l^a htrwh oToa I
(oaoCoMi WWioUat«eMl«M^tarT«lM«e<i«IMl
•ltf« CO* ef od to eiMl to a* |lJI to ttiX Ho
Mil*
M.e..z<u.«09v feportsaMinaiof trial* wtthoaaaftelte
op^o-tHwrtli «t«^-tiimaeea, ^id in nMas vicam vOla nM
r - ' tfx wtrk'tbm caaaamfliaB of ■■■' -
•.Uf naphtJui b^nK reaiorerf). in
. ntMiut eH K>Jiona per loa of '
inmtux 48 ff^Ioaa of oQ wec<r .•>■'
lal Willi Lima oil from 47 to MnJIo:
'. 4. Ill ■ six month** trial with gir
. of Uma oU waa 8 nllona per ton >
IPUBL a AS, G^fl
cer, and by ullUxiag the aeniible heat of the km 1^1
•««. It «iieht to Ijo uosdible to oxidize one out of eve^H
with QXTRen derived from wsler-vapor. The theriit^H
r«iioa are as fulluws: ^^|
SO O lbs. erasifled with air aod I lb. with water;
17,600
Ich fumijA 1.88 Iljs- of oxygen to combine with 1
>rb by dissociation lO.US
« «.»38 lbs. CO, 0.1 S7 ib. H, and 13.99 lbs. N, heated
D and Io«8 a,B]9
la blown into a prodncer with the air la almoRt all ron^l
Ivlded water before entering the fuel, and coasequvutl^^
ier in these calculations.
lor liberates .16? Ib. of hydrogen, which is delivered to
In combustion the saine beat tliat it abBorbo Id ihe firo-
m. According to tills cnleulatlcm. therefore, W% of the
abustion is theoretically reco^'ercd bj' the disiwcialioii of
all the sensible heat of the gas be counted, with radia-
aor items, as loss, yet the gas niUKt carry i x H.5(n -
tS beat-units, or 87^ of the caloridc euei^ty of the carbon,
a a loss In conversion of 13^, without crediting the gaa
it. or chnrirfiig it with the heat required for eeneratin(
1, ur taking into account the i09<K due tu oxidizing oouii
'j. In good producer-practice the proportion of COj ii
rom 4% to 7^ of the C burned to CO,, but the extra ht-i
diould be largely recovered in the dissociation of nior
lereCore does not represent as tnucli loss as it would iutf
tr of energy, this gas has the advantage of carrying 4.4i
ban would be present if the fourtli pound of eual tiad<
ur: aod in practical working the use of steatn redaceS
wring in tlie i)roducer.
BS.— In anthracite coal there is a volatile combustible
y froiu 1 t>S to overTS- The amount of energy derived
own in the following iheoretii-al ga.-<lflcation iimde with
upuiiiiion: Carbon, WS; vol. HC. H: ash. KW: BO lbs. oafv:
burned to CO ; 5 lbs. carbon burned to CO,; three fourtlir
7gen derived from air, and one fourth from water.
. Products.
Founds. Cubic Feet. Anal, by Vol,
) CO 188.66 3529.24 33.4.
, ....CO, 18.38 157.84 2.0
-.iM..,v, 6.00 116.60 1.6
1, of which
,. H 8.75 718.110 9,4
..,„^....aliedwilh N 301.05 4064.17 58.6
B14.79 7S80 15 100.0
ove gas obtained from 100 lbs. anthracite:
Bftlbs. CO 807,304 heat-units.
00 " CH. 117.500
75 " H 832,600 "
1,157,304 "
bfcgaspeTlb 2.248
^FlOOlba.of coal.. 1.349.500
^pbe conversion SfiK.
>Bd H oxceeds the results olitained in practice, 'T''* "•"
!ts will j/roJuiWraciviiinf for titis di.icrepaiicy, *,2i_i2 \^
a^ftuiae tfie pfWftihiltty of delivering at {vBA"
■mcito.
ym^—AJbeoretlcal ganittiMUon of 1001
\^iff.°' •;oV«r/te c-PtnbU8tlble (wh
d
i
648
FUEL.
derlTod from steam and lhr«e fourilis frori' ■"'• •^•••
valalilR coml>ii»tibIe Is taken at £0,000 heal-in:
lug voliifn«>tric f)ropoitirins all tin- volatile h
condensing, are clHfis«?il as iiiarsb-Ras, slncf jt „
tive ftssiimptlon that pven an approximate idea of iJi-- roluu
lion can t>e rormud. Tlie energy, liowever, is c-nlculat^ from]
Pl-rxllKL
Cubic Fwt.
15W.7
157.<1
T40.)i
4TS.0
Process. Pounds,
SOlba. 0 burned to CO llO.afi
5 lbs. 0 burned to CO, 18.33
Bibs. vol. HC (dlHtllled) 82.00
90 lbs, O are i-equiicd. of which 20 lbs.,
derived from IT,0, liberate H S.5
80 lbs. O, derived from air, are asso-
ciated with,,-. N iOO.TO
STOO.i
1970.19 SM8.9
Energy !□ IK.MtbB. CO NM.SM bcAVuaita.
" 83.00 lbs. ToUHC... MO.OOO •' J
" " S.SOlbs. H 1S6.000 " ]
I
I
I,S99,SM •• i
Energj' in coal 1,43T,B00 "
Per cent of enerj^y delivered In gas , , 90.0
Heat-unitain 1 lb. of gas 8,Oi
fVater-Kan*— Wnter-Kas is made in an Intermittent proceM, t9
lip the fuel-lwd of the producer to a high state of lnc*ndgi3WBBI
jtnine cases utilizing tile restiKing gas, which is a lean nrodllc«M|
shurtinK off the air and forcing steam thrnii)rh (hx fitrl, «hl<4» 41
the water into its elements of oxygen and byr!' ■■ ' - '■■■- — ■
Willi the cart)on of thi" c^ial, and the latter heii
This gas can never play a very iuitK)rtiint pm
to the large loss of energy entailed in ll.s pr^
and special purposes where it Is desirable, evc
unit of heal over producer-gas; for iusianoe. i _
naces, where mucn regeneration Is impractiO'
gas can be used for other pnrposes instead of <
The reactions and energy required in the pr^
gas, composed, theoretically, of equal volumeo i,. v^x^ .
500 cubic feet of H weigh
500 cubic feeC of CO weigh
. Total weight of 1000 cubic feet
Now, BB CO is composed of 1'.' pari,s C to 16 of 0. I ho welslii
lbs Is 15.81 lbs. and of 0 21.08 lbs When this- i-ilw
It liberates, as above^ 2.635 lbs. of hydrogen. le
sorbed in these reacUous (roughly, 08 we will i uiat
ergy required to elevate the coal from the temperiiturc of
to say 1800°) is aa follows:
i.6S5 lbs. H absorb 11 ". y, •BjOl
15.81 lbs, C burned r
Excess of heat 111 _ i, tit
If thin excess could tie made np from L' hiiriit ii> i •
•tioi), we would only bave to burn an additional
heat, and we could then malie 1000 feet of wot-- ■■
tKin (equal ^ lbs. of iK-f call. This would be i
aa the gas would contain rt»il]y the siame uaetr^
r*^ltii-H ill 1\rni-]i,^i^ inAjf rtnin 'ijouble thK '"11,
miw of the fnfl i
f/ejK r v,a\ awA v.
■'''■' ' ■. ..,.. ,, ..,.■ -"'" ■•' ^''■>-'
I N. Hut \-
jiiing the '
If iifat of whk> ■•■«i.. " ■- -
■til), . .
" ■ |«l>ie aliow» w\\« 1'
VVZh GAS.
fi4
I weight oiiil ouerey of lOOO cubic loot, of the four Ijrpes of
Iting and Uliiminatln^ purposes:
r
Sftturol
0B8.
Coal-
Water,
gas.
Produoergaa.
1
Antbra.!
Bitu.
0.50
a. 18
03.8
0.31
0.20
8.01
0.34
0.0
40.0
4U.0
4.0
O.B
1.5
0.5
1.5
45.0
45.0
"i'b '
2.0
0.5
1.5
*7.i»
12.0
1.2
"a.i'
57.0
O.S
27,0
18.0
O.S
0.4
8.S
50.8 1
'
0 a i
*
ibicfeet <«.(J 1
sa.o
43.0
C5.6
05.0
Jcubicfe«t 1.100.0001
736.000
se3,ooo
137.4.5.%
I.V1,!»I7
atnrml Gas In Ohio and Indiana. 1
tEng, and M. J., April SI, ]lftl4.)
_
Ohio.
lodiftiu.
F08-
lorift.
1.04
St.
Mary's.
Muacle
Ander-
' son.
Kolco-
1110.
Mar-
lon.
1.8S
1.B4
9.35
1.88
1.43
i.ao
Se.84
03. Xi
93.85
00.67
98.07
01.18
93.57
. .
.SO
.35
.40
.84
.47
.30
.15
e..
.55
.41
.44
.45
.73
.55
.80
b- •
.SO
.25
.28
.85
.as
.29
.30
.85
.39
.85
.36
.43
..■w
.55
S.Si
8.41
3.98
3.83
8.08
8.80
3.43
de
.15
.30
.31
.15
.15
.18
.30
<odacer<H;aii ttotn One Ton of Coal. -|
Per
'Cent.
Cubic P'eet.
I.t>H,
Equal to—
ss.a
33,313.8.1
2151. M
1050.51 lbs. 0-
t- 1400.7 lb«. O.
S.8
1S.077.7(
03.5(
63.56 •• H.
S.l
4.000.01
174.0
174.00 " Ci
..
0.8
1,060.»
n.7i
77.79 " C,«4.
8.4
4,40S.5S
5)0.0)
141.51 •' C 4- 377.44 lbs. O.
58.8
70.404. 9e
6059.01
I 7850.17 ■• Air.
lOO.O
J31.a»O.O0
6919.8!
J this basis, tbR 131,380 (t. of gas from the ton of coal cod-
LT.U., or l.W U.T.D. per cubic ft., or U2T0 B.T.U. per lb.
1 of the coal from which this cn.s was iiiartc wH.sas rolKins:
Uile matter, mtii; (Ixed oarbmi. 5:.W;t; Bulpliur, l>,ro)t;
}a voutaloB 1159.0 IIih. carbon and 734.4 Uis. volatile coiii-
t of whieb is 31,308,300 B.T.U. Hence, in the processes of
Scatlon theru was » Ions ot 35.2% ot the Kuergy ot l.\\«
i o/ rJw liylrocArbona In a aott coal ii uncertain and K\\\\\»t
jltlinaWHiialysln of tbo nveraKe coal s1|i>w3 tUa* '
f(r ro tin' ivmiMisiiioa of VH, (inansh-Kasi.
•^''-^ the foJlowmg polata aa highly ituport&t
i
I
650
FUSL.
I
I
nnt. That a laxse pereeatage at the enefBT of tbp coal la J
Sis made in the ordisarr low prodnoer aiM cooled to the I
air befode beniK used. To prereot theat? cooroes uf
ahould be placed ao as to lose as lilUe as poaaibte ot the |
gas> aad pte»ent coBdewlion oitbe hjarocarbon n
■boiUd be carried, keepiVK the producer cool od top,
bceakiog-dowa of the brmvcanions aod the deposit of i
inK the carbonic acid low.
Second, lliat a prodncer shoutd be btown with as tnuch Me
tha air aa will maiatate incaadescsoce. This reducta I '
BJCrocea aod facreases the hj-drogeo, thereby
Tlie t^nperature of tbe producer is kept down, d
try radiatiOD throotdi the wallo, and in s lare^ meA^urr i
V%e CeaakvMtloB of Prednc«Vi«n-.
A. L M. E., xlx. li&>— The combuiitioa of ibf < of
ducer-gas may be represented bj the foUowiiit,
CH< + 40= co,-|-zB,o: oo-|-o= do,
Atkraok OoMPoemo!! bt Vovcitm or Pboo[XXb-<ias: A, mjlim'
GkATss, Ko STum uc Blast; B. Opsk Oaj.na, SrKAMvrr i
Samples or Eaob.
CO.. O. C,H,. CO. H. CH«.
Amin 1.6 0.4 O.i OI.O 5.8 i.»
A max B.6 0.4 0.4 84.8 8.S ft.|
Aavrraffe... 4.M 0.4 O.SI «S.l 8.8
B mlD 4.S 0.4 0.2 SO. 8 6.9
B max 6.0 0.8 0.4 94.0 4.8
Barerage... i.» 0.S4 OM a.T4 8.87
The coal iu«d oootained carboD 8V, tqrdrogen i.7%.
Tlie foUowing are analyses o( producta of combuaUoo :
CO.. O. CO. CH,. H.
Minimum 15.)! 0.8 trace, trace.
Maximum IT. 3 16 S.O 0 6 9 01
Averatre 16.8 0.8 0.4 0.1 O.lJ
17a« of Steam In Prodaeera and In Boll«r>f
W. BaymoDd, Trans. A. I. M. kl., sx. 686 )— No poaible u
cause a gain of brai If .«teani lie Introduced into a liod of!
carbon it is ilecoiuposeil into bv>Ir'i».'f n nu'J nxTiceii.
Tbe beat absorbed by the : , ■>( |
much greater in amount t ••i
oxygen thus set free » ilh c.-i i IhiuS
acial Consequently, tlie e(Ii-.,i u'.
fuel Is to chill it. In every w»i.
means of tbe decomposition of «t<-. lyl
Ken. th<< loss ol heat in the producer an ujiatcd bf I
iue deTlce.
riiis loss may be recovered if the hyil< Mmm >l
burned, to form Rieara OKaln. Such a i'
teniplated, in the case or fuel.^as, assf-
gas. ABflUminfc the oxidation i>r n I"
cauKe uelthnr gain nor loa^
absorbed b^' Ht4:&m decomP'
In pmclice, it may bedoul>i
But it U WTiain that an excess of steum . : tbel
Relher, and that there must be a certain pro.
mita the realization of important advanioges. "
heat.
The advanta^ to be secured (in iMiler furnaces
anthruciiei oonsista principally in the Craniff^r of beat I
of tbe flre, where It Is not wanted, to the upper siile.
Till' decomposition of the steam W^ow cools the fuel
irherHa.s a blasl of air alone '<tou\AwcAvic«!, «.\.\.\>»xv«j _
tloa (for- - " tint CO,\ to the.\ttiUTv ot vVn«t«»i9,>!l»1
*^^-^ - jinQ»tecotwstnteB\>awA<«
ItaeU t\ietui.V\iTBot\iir»T««a^
ILLUMIXATINO-GAS.
651
re-bed, are /actors affecting the problem. (See Trans.
... rx. 63.1 )
.■iBlyi>«i* by VAlume and by 'Weislit.— To convert an an-
i. tnix«Mj Kas l)y vuIiiiul' iiitu analysis by welKht: Mulliply tlic per-
if eacli const it ii>-iii ansViy tliedensiiy of ibal, g«s(snep. 166). DiyidaJ
lucl by lb*? wntn <>f the prr«ltio(s Loobiain the (x^rcenlageH by wet^liul
lael for Small Furnacea.— E. P. Iteichlielm (Am. ilnch.,'
ItJOS) discusses Ihe use of gaseous fuel for forg-p fires, for drop-
in anneAliiitr-oveiis and (urnaceH for melting brass and copper, for
lenlng, muffle-fMrnaces, and kilns. Under ordinary conditlous, in
Daces he estimates that the loss br draiif^lit, radiatltm, anil tlie
if space not occupied by work Is, witli coal, &(H, w ith pplroleuni 70;t,
gas above the tirade of produoer-gaH 25$. He Rives the following
KMnparative cost of fuels, as used in these furnaces : J
I
Kind of Gas.
ms 1,000.000
. 20 candle-power OrS.OtW
terl water-eas 645,000
h (sas, iO candle-power 690,000
(from coke 3ia,«t0
I from bituminou.4 coal 377,(K)()
I and producer-gaa mixed. . 185,0iX'
-gaa IM.OOO
-gB8, fuel 2>a gals, per 1000 ft 306.36'
per ton. per 1 .000,000 heat-UDils utilized
Hroleum. 3 eta per gal., per 1,000,(100 heal -units.
*B3
O 3 U
55
3"" « «> 5
J.W.OOO
606,i2SO
•if^.&OO
517,!)O0
234,750
383,7.'iO
138,750
113,500
229,:74
OS
Was"
- d y
i
Is. |liiS_
< q ^^
II.S9 92.48 ■
1,00 s.oe ■
.90 ].T8 ■
.40 1 .70 ■
.45 1.50 ■
.-.>0 1.4t ■
92.48
S.oe
1.T8
1.70
1.50
1.4t
1.83
.65
.73
.73
Blchhelm Kt»es the following flgiires from practice in melting brans
a and with naphtha converted into gas: 1800 IbH. of metal r<-qiiiru
of coal, at S-1.65 per ton, eqiiul to ^.fil, or, say, 15 cetita |>er 1U(I lbs.
report : S500 lbs. of metal require 17 gals, of naphtha, at 6 cents per
aal to S3.8S, or, say, 11^ cuutit per 100 lbs.
I,
ILLUMINATING-GAS.
_ Is made by distilling bituniinoiis coal in retorts. The rptort
lly a long horizontal senii-cyliodrlcal or q shaped chatiiber, hiilding
10 to 300 lbs. of coal. The retorts ore set in '•benches" of from
liMted by one Are, which is generally of coke. The vapors distilled
lecoal are converted into a ftxed gas by passing through the retort,
ishtaii-il :iliiiust to whiteness.
if the retort through an " ascenflion-plpe " into a long
the hydraulic main, where it deposits a portion of
■ nee It goes into a condenser, a series of iron tnbea
n.Ji'.i >ij colli water, where it Ik freed from cnndeiisalile vnporK, aa
nlft-water. then into a vrnsher, where it is exposed to jets of water,
ilo II s.iul.ijvr, ,A lorge chamber partlall.y filled with trays made of
trit.- iig coke, fragments of biMclv or paving-stoneg, which
*•' f water. By the wftsher and scrubber the gas la freed
th* ' 11 of tur and ammonia and from noine of the sulphur
iinids. Til" t'a.s is then finallj' pnrjfled from sulphur ci>n\v<)"«<\* Vi'S
g it thr..i«,'->; Jiai^ or oxide of Iron. The gns is drawn f rolu t\u^ \iN-
•otMo and fatved tbrou/fh the n asiier, scrubber, etc , Viy an "
633
tLLDItXATI KG'OAS.
I
I
I
Gft»oa«le, etc.
Pitlsburgli, P« ...
West mnfelninl, Va
Sterling, O
Dt-spaiii, W. Va,..
Daiiinjiliin, O
i'ctjiiiia- \V. Va . .
Groliainite, W. V*.
c
_3
i
s
a
•8
s
J!
>
k
.W.TB
st.ss
9S.00
se.oo
STW
se.w
40.(»
43 OO
40.00
46 00
Jl.OO
83.50
41 Mj
The prodiiets of thedistlHation of 100 lbs. of itrerft^ i
follonrx. Tliey vary according to the quality of coal ami tkc 1
distil latjun.
CoVw. M to O.'V Hw ; l«r, 6..S fo 7.5 lbs.; ammonin lU^vior, 10 )
fleif .: ■< " • ■ ' * "• ■ ■-■• ■'- nii.l loss, l.C-r ■ " '-
T ' uluiiie raijK
gft. to Hit; ni:
SU,ii--,i-v 1..1 ■iij-, ftlijleiie, j,.!..).,^ i-iif, IP
".6jf to 4 &«: run ■'.«.
In llif biiraii _ liP nltrnpi'n In inert; the hjrdr
oxide K'''*^ li*""' 7'V- '■^'■■iMpsUy of the n«i»M
composition by . '-r'arbons int<i ll|
and carij'iTi. Ill' 'in a state of
By the lieflt of il:- .:., ...^ i,,,^ ^iu,....i,-^l carbon U tMwb^
uesii, and tlie illnininaiiiiK tifTe<.-i of liie tlaoieis due to tike I
ceiice of the pai titl«-s of carljon.
The atiaiiimeni of tlie bi^bmt decree of lumiDOaHy o(
upon tlie proper Hdjiistiueut of liie proportion of tlia haatyl
(iritb <lii<' rei;ard lo Uieir iudividual charftclT) to t)ie naiiifp j
mixed lliHifwUh.
Invniii^falionK of Percy F. FraDlclaiMl »liow that
hy(troe*'n ceat^e to have auy Itiiiilnftiift ifSTrtfi n li».i
lei le doe* not oxpeed lO^of •'•■• ■■ '■ '•• n..'..-.
oxide cease to have niij' lun:
does not exce^'il L'O:-, wliiteti
or If-ss luminous efr>-ol. Tl,
marsh (ta:* beitit: equ^ to ,.
anil 80* marsh ea-s qImuiS.'
alMf ■■ ■■ I ' ■■
I
Hii
M.it, . »^ .
coal, (;<il(''. ur I .
poird. it> livdi
til. ■
Ui>'
PVirt.
by iroliirin" It l.« cinnpoied of ci^ual purls of
Wntfi ir.K Miiijitri'd as above dwiTllKx) Im
WATBR-GAB AKD COAI.-AAS COMPARED. fio3
llu- |)rui-««iiof T. 8. (' l^iwi- was iulroiluoed. All ibe iBlt-r
"S art> the n i )i-i or Ijowi-'g. l»m isnoiitial
uD BptiarMi 'jt a gciicrutor at)i1 Fiiuer-
tJie gn|ierlit . iii*au>il hj- Him ko-'oiMiwy
gtijerator. the licix ^<' t-lTi-d up lu llii? Iixiiu? lirii;k of
J HRPil. ill tlio sei'onil pan uf (1im piocttk^. in llmllxliiK
_ vrii of tliu iiydj'ooarljuii KU»e«; ibu wimiikI ixirt <<( ilie
„ 111 the passing of titjmm tlii'uii|;l> tlie ^eiic-rator Hrr. and
oil L>r hydrocarU'ai at boiiie puiiit between the lire uf the
1)1^ iD'i^e lUUiiB of llie tiii|Hii'li«-aler."
•f. ^ thuji Una two pepioiJK; flrst the " l)low,"iliiriii){
1 irfh Itif bed coal in tlie Kt'iiC'ilor, and thy puriially
- Hre coiiiplelely l>uriiprl (n Win sujHTheaitcr. ^ivInK
1 Ibt-ir heat in tlie llrehiick work coniaiiicd in il. niul
10 & chimney; second, the "rnn'' durinf; which the nil' lilii<'t
^opeiiiiiR tM llie chimney closed, and cteaiii Is blown thioiigh
nt bed '►f fuel. The leMiillJiiK wiiler-j^iiH pii^siii); into lliecar-
Hb«"r in the liaise of the sutieiheatei' hi there eliaifc-ed wlih hy-
»r», or (iptTiy (aiirh sk naphtha and oilier distillHies or cnine
tlti'oiit;h tlie »ii|ierlieoter, where the hyUrucurbon vapcn« be-
1 into flxed llliiiiiiiiuling gnseH. yroni tlui sii|>erheBter Uie
i are passed, an in the coal-i^ns pnjcosn, tiirouf^h washrrs,
tu llie gas-hulder. In tliiti ctt^e, however, there is no aiii-
pnoved.
I'Aviiy oi' watergati iiiureasos with the iticrootujof the lienvy
rhieb give it llluiiiiuating power. The f<iliowing Inures, tnkeb
ButhoiHies, are given by V. H. .Slieltrm in a pap«r on Water-
re Ibu Ohio Gas Ught AsKOeialioii, in 1894:
10.5 20. 22.5 34. 25.4 26.3 28.3 2«.G ..10 to 81.9
).. .571 .S-* .589 .«0to.e7 .04 .002 .70 .05 .65 to .71
Of lVa(er-caa and CoaI»Kajii Compared.
■r analyses nr« talten from a report of Dr. lildeoo K. Moore
W«tep-g«», 1885:
Composition by Volume. Composition by 'WelKht,
IftyUie mulUplieta given below (coin
ILLCSriXATISO-OAS.
J. ThomseD), and raultiplriog tbe fmuU br *i» ■t4tht of I <
mt a^ v., and aOnaspberic proaure.
Tbe flame temperaturfai lUieoretical) are <ialeillal«d OB IteJ
complete combustioa of tbe sas« in air, withoat ezc«a»«f 4
The eanille~p<}«er was delermined by pbotometne
of )4-iD. waK^r-coIumn, & candle connuiDpckMi of I9Q |
prr hour, and n ine(«r rale of S eu. fL per bour, Ute r
for a lemii^rature of &i' F- ind a barometric
that tlie eamllepower niaj- Iw r^^ulated at tj
cliari^of the apparatus, (he range of candle-power 1
cautilpx. according to the maaipulatkin empiojrM.
Calorific EqnlTBlents of ConaUineala of Itli
ema.
Heat-uniu from 1 lb. Heal)
Wawr Water Waft
LJ<)uid. Vapor. ^lA
Ethylene 3l.d94.4 9a,i»i.8 Carbonic oxide. . 4.»J
Propylene. 21.222.0 19,814.2 Marsli Ras.
Benzole Tapor.... 18.9.M 0 I7,S17.0 Uydrogen.
Bfflciency of a Water-gaa Plant.— Tbe pn
iniiiniiiaiiui; wntrr-gas settiiie l>< discussed ia a pnT>«T^
(Ktik:. .\iii. itaslipiit Assn., isSM>. frmn which the f •
The r»-sulLs refer lo liX.M o4i. ft. of unpunfle*! car
60' F The total aiithrBcile charced p»3i- UVO en. f ;
and uttoonsiumeiJ cool r^Mnov<fd a.U Uw., leaTinu loiaj o.-in
•JS.i l>>s.. wtiicli is taki-ii t,> have a fuel-value of 11500 BLi
a Uilal uf 340,7» heat.iiniljt.
fC0, + H,8..
|8ff
I. Carburelteil j Ctl* ,
Water-Ras.
EFFICIENCY OF A WATKK-OAS PLAXT. GH.
1
B heax canned away f ram the shells by convectioa (alr-currenU);
IP litNit rendered latent in the fn>8ilicatiou of ibe oil;
k sensitjle heal in the ash and ua(X)tisutned coal recover*^ from t!
lor.
beat equation is A = B+ C + D + E+ F+0 + H-rI\ A being
. A. comparison of the CO in Tables I and 11 show that -^, , or {M.SjC
volume of carburetted gaa is pure wat«r-i!aa, distrilnitwl tima : CO.
», 38.W; H, 33.-l!f ; N. O.g* ; = M.5*. 1 lb. of CO at «)» F. = 13 531 c
-. ^,.- -,>!() cu ft_ of gas = 380 -I- 18.631 = a0.fl»4 lbs. Energy of Ihe CO'
' li = 91,043 heat-units, = B. 1 lb. of H at W b\ = ISU.'J ni.
f gas = 884 -»- 189.2 = 1.7653 lbs. Euergy of the 11 per lb.
■laiJK -u 1 liomsen. connidorine the sioam Kencrateil by itM cotiihiiiilion
Ejidensed to water at 75° F.) = B1.5*l B. T. U. lu Mr. OlasKow's ex-
^Pb the steam «ntereil the genfTniorat 3.11' F.; the lieat rw^iiirwJ to
PlBproduct of combustion of 1 lb. of H, viz., 8.9S Iha. HjO. from water
TO Steam at 331* must IhereforR be rifslncteJ from Thnnisen'e lieu re, or
I - <8.98 y 1140.2) = 51 ,'.'H0 B. T. U. per lb. of H. Eueruy of Ihe K, tlieir.
!« -^ r,i .,65 _ go„'i33 heat-units, = C. Tha heat lost due to the sensiUIo
uiinating-gases. their teoiperature belug 1450° F., and that of
: i35» F., is 48.80 (weight) x .4578(i sp. heat x I'JIO (rise, of lem-
,.. ., - ^ .,S64 beat-units = D.
e(|]ecilic beat of the entering oil is approximately that of the issuing
» ti->f "r-rried olT in 1000 cu. ft. of the escaping blast products is 8B.59a
i:> <8p. beat) X 1474° (rise of temp.) = 30,1HO heat-uults: the
■' thB escaping blast gases l>eint; l.'iDO" K., and that of the
--,, .... id' F. But the amouiil of the blast gases, by legistra-
l>l au anemometer, oliecked by a ealcnlatlon from the aualyses of the
I (Itn, was *i4fi7 cubie feet for every WW cubic feet of carburetted gas
». H«nee the heat carried off per M. of carburetted gas is .'50,180 x
= 74,152 heat-units = E.
iperiiiieiils made by a radiometer covering four square feet of the shell
M? ni,i.,..,f„5( f^ve figures for the amount of heat lost by radiation
liil.s = F, and by convection = l.l.fiiie lieat-uults = fi.
i.Ti'd latent by the gaseflcation of the oil wag found by taking
u ijetween all the heat fed into the carburetter and auper-
«»" niiJ ilie total heat dissipated therefrom to be ia,8ll heat-units = //.
,*e««H>le heat in the ash and uuconsuiued coal is 9.8 Iba. X 1500° x .26
hi i .l"!-,' Iieat units i-- /.
ill Oie itemsB4-C+D + ifr+f-f (J +»-{-/= 3-.;7.C95 heal-
ustracted from the heat energy of the eouihustlble consumed,
i's, leaves 1.1,466 beat-units, or 4 percent, unaccounted for.
i!"at energy of the coal consumed, or 340,750 heiit-unlts, the
\a the sum of items I), K, F, G, and /, amounting to 131878
■ ■'< per ci^nt: the remainder, or a37,873 hcat-iinits. or til per
lized. The efBcleuey of the apparatus as a heat umehlue la
■ cnt.
'ir 35 lljs. of crude pelroleuiu were fed into the carburet ler
■ if gas irmiie; dewlucting 5 lbs, of tar recoveied, leaves .SO lbs.
"O heat-units as the net heuting value of the petroleum used.
Ill- ii.-atiiig value of tlie coal, 340,750 B. T.U. gives tUli.TW
'here is found as heat energy in the carhuretle^l gas. as
lew hftti units, or 81 per cent, wliieh is tliecomnier-
■' apparatus, i.e., the ratio of the energy coutaiued in^
nluci t" the total energy ot the coal and oil consumed.
I'liwer per M. cu. ft. of
.1 liuretted gas is
I >; .1 I7as0 X 8IS3S.0 = 303200
1.0 y .078100 X 4996-6 = M1;!0
in.o y autiio X SMOSi.o = ihssio
<S«4)X OOKIH X nSSi.0 = tSSOiO
:o.0 / jooo.o
The heating power per M. of tha ^
uncarburetted gaa is
00- 35.0
CO 484.0 X .078100 X 4896.« = li
U BI8.0 X .006594 X «1«!4.0 = IT
N lao
*»"' rft«»o_
toMAw ralue or tbe Wumluaata C,H». ia a&80>
I
I
I
65G
ILLUMINATIXO-OAS.
Tbe caodle-power of the gas la 31, or C 3 onti<lle-t>uwa
tisanl. Tlie calculated speciUc Rravity is
For description of llio operatiou uf
plniit, Set> paper by J. Stfltox, &i')' , ji
Space required for a ft'af "
10 riiiHlfrii pliiiils of lliij form i •
average lloorsjiaee rvqulred per 1''
Water-gas Planlfi of d^apadly Require an Arm ot I
in -H hours of each 1000 eii. ft. <
100,000 cubic feet 4 aquare I
300,000 " •' 3.5 -
400,000 " " 8.TB
600.000 •• " S t«lt,5i
7 to 10 lullllon cubic feet l.-Stol^St
These llRiirra inclu<le scrubbing and c '
engine rooms. In ooal-^as ])lautsof tlier.
with IC beiioliesof 9 retorts fo<.-h, with a
a I tiours, will I'equire 4.8 aq. ft. of snuue i«.r'l
benchBS of (1 retorts each, with W.OOOcu. ft
quire 6 ."iq. ft. ot space ixsr 1000 ciu ft. Tlie .-
Kas-iiiuking materlAU la: for coal-gas, I eul>i
i-ublc feet of itas made; for «ater-goa made f ■
for every 878 cu. ft. of gas made; and for wm.
I eu. ft. of room for every 6J5 cu. ft. of gas ui;4 Ij.
The comparLson is still more In favor of watur-Kas If lliecdareltj
of a water-^s plant ad(lt*<l as an auxiliary to »ii ^'.viriin^ i-tjatf..
for, Instead of requirine further space for ~: v*ti
already required for t^loiase of coke prodiif- "M
cut off, by reason of I he water-Rai) pfaut cr^a •i«B
more or less of the eoko so produced.
Mr. Shelioii ttives a caloulatiou sbouiiig (but a wat«'r-f;M ofJI
would require cas^-inaing ei^ht percent greater in dUuiieier tbaal
quantity coal-gas of .4'J5 sp. gr. if ihe ttauie pressure Is ituUntalM
holder. Tbe same qumillly may be carried in pipen of Utv (mn* >
if the pressure is increased in proportion to the >|».^<.inc- K"«"iiy
same pres.«iure the increo.'ie of caadlepuwer m - ila
Jlow. With live feet of coal gas, (fivinK. s»3', ■ mt
foot equals 3.B candle-power; with water-g i^ w^
foot equals 4.0 candle-power, and 4 cubic feel jji-. lot
more than is given by 5 cubic feet uf coal-ntts. ^' ..«f
from oveu-coke or gas-liouse coke as well as from n^ .1,
gas plant tiuty be conveniently run in coiiriecth^ii u,.
mirpTuB retort coke of the latter beinn used as the f
In Cnal-gAs making It is itupi-acllcable to enrich
candle-power without cnuslng too Kreat a lendencj ;< j
ot as hlRh as thirty cainlle power h quite common M
uini water-pas of a hiuber C.P. than 'JO am be ji.Uv. ' dial
Pnel-v&lae of. IIIutulnatinK-i^'>^. .<<
Otiy, January, 1S9-J| de.wribes F. W. Ha' ig
the calorific power of ga-^'-s. and Kive^ '
biirelted waler't;as made by the miiuicipjil i ■
of New York. The tests wei-e made from ti:;
years, .ind tl.r flfiin^ t'lit' thi-> tr'jit units j-
inch- '.
7*1 ■
olh-
tesi
cslw i-tliaoM
ihi'- ( i- ^1.1 .m.rtij iient-unlta. wfc
I J. .11 IHI.
PLOW OF GAS IN PIPES.
G57
llTiiii'r- u .11 lid Imve a heutiiip-power of ivboutSUO iiuils per ciiUic Tnot.,
t s per 1000 i:ruliio ftwt would f uniisb 6(10,000 udIis for Jl 00,
' '.H,4H0 units for $1 Oil from illiimlnttiiiig gns ut Si -S iwr 1(100
iumiiiatintr-gas if sold at $1.15 p,'r tlioti!.anLl would tlicre-
MOiiiical bfactiiK a^ent ttinn Die fin'l gas mentioned, at. au
I, and be miii'h more ailvant.iiL;i'ous ilmn tliB lulter, iu that
, and iiit-rer could hv used to furnish gas for both li(flitiii|;
J number of fiifl ga-se* if stfd by Mr. Ix>Te cave from 184 to 470 heat-
f foot, with un averup- of --liKI units.
jtbe cost of lii»«t from illuiniiiaiini; )>a.« &( the lowpst figiire giTpn
Dve. viz., $1.00 foiOOO.OtiO heat-units, it ih a very expensive fuel, equal
I $40 per l^u of axJO Ihs., the coal haviug a tMloriflc powfr of ofl'
ftt-imrtsper pouud, or about 83<of that of pure carbon:
»"K
600,000 : (12,1100 X 3000) :: Jl : flO.
FLOIiV OV UA8 IN PIPES.
Jlleof flow of KOKes of difTerenl deuMiiieg thM diameter of ptws L_-
i Fic , are ^ren iu King's 'I'lvalise ou Coal Uns, vnl. ii. 3T4, as 1oIIo»h:
f r of onl^
|s diameter of pipe in hiuhes,
t quantity of gaa in cii. ft. per
hour,
= length of pipe in yards,
= pi'nssure iu inebes of water,
^ fpecidc KfATily of gait, air be-
lug 1.
irorth g1»08 Q = lOOOi/ ^.
<f =
f/.
gut
(l!lfiO)^A'
Q'll
(13S0)>d«
!550(l»
/dh
jm.
Am. Gas-light Jour. 18M, giitm Q = '"^^ l/rTqTd)-
I
orinula is said to l>« based on experiuienlnl ilnia, and to make alloir-
Dr otiKiriieiionK by tar, water, and other bmlles tending to cliecl« the
' li the pipe.
I Appleton's Cye. Mecli for flow nf ga.s in 2, 6, ami li In.
I on the sup|x>sition that the quanljly delivered »HMes
n.diameteriusu'ad of asiP .< \J,ot- i iT'.
'- a flow iu larKe pipes much iex.s thati that calcul^ited by
L „,~yn> Kiven,aa is shonn hy the followiu); exaniplu. Lvngtli of
Ijrda., eiieciflc gravity of gas .042, pressure Mn. waler-cohnim.
I=1850i
e-in. Pipe.
18,368
873
13,605
76,07%]
tble in App. Cyc . .
1110
1290
18,897
11,(187
93,845 >
4n,a38
Wortb.
made by Mr. (nopir, in l>ondon, with a 4-1n. pipe. G nillen
I of water, Kpecifio (fravity of ga-s .3tW, gave a ilischaTee
. /» ot 8M' cii. ft. per hour, after a correction ot Vi iiv\, t%
.lA'f.
■lent, s 907. trbiclt correapoDds nearly wilU tkiA 1 1
J?t
at
i«
3»
MS
St
M
VK
m' 1«M
L^rana or tte% = SH Ta
tr l>»W»>er-giwn IB iBcbK
STEAM.
Lbkotb op Pips = GOOO Yards.
669i
tv
Pressure by the Wawr-gauge in lochM.
,
1.0
1.5
S.O
8.5
a.o
■
IIB
116
169
tS9
807
■
.K9
4IM
465
5iW
560
■
675
KM
0B5
1067
1168
■
lira
1443
1667
1868
2041
■
taat
S377
!QSg
8939
3220
■
arsa
8347
3865
48!J1
4^34
■
8818
4674
5307
60:M
6610
■
5123
osr4
7iM5
81(K)
8873
^
tern
8165
M29
10541
11547
10516
IS8S0
148r'.J
l«<i!»
19^15
. C. Hiimphrej.s says his exp«rieuc« Roes to show that these table*
V small a flow, but It is dilfltMilt to accurately check the tables, on ac-
if Uie extra frictloa introduced by rough pipeK, bends, etc. For
jnerule Is to allow 1/42 of an inch pres-sure forfacli right-angle Itenri.
c tlierw Is apt to I* trouiile from frost It is well to use no servfci* of i
meter than J^j in., no matter how short it may be. In extremely coldi
klliis is now often increased to 1 In., even fur a single lamp. The betifej
' i the U. 8. DOW coiidenma any service less lUan % in.
STEAM.
_ Bmperatnre of steam in coniact with water depends upooii
Snire under wLicli it is geueraled. At the ordinory aUtioBplierir
re (14.7 lbs. per sq. in. i iis temperature is 212° F. As the pressni'e f
ed, ns by the ste«tii liein^ generated In a closed vessel, its leuipera-
lid iliftt "f the water iu its presence. Increases.
inttcd Steam Is stea.m of tlie temperature due to its pressure—
lerheut'd ,
erheated Steam is steam heated to a temperature above that due
Steam 'm steam which coalaing no moisture. It may be either
«d -ir Kiiin'rhented,
I Steam is Hteaiu containing intermingled moisture, mist, or spray,
ilir same temperature as dry saturated steam of the same pressure,
-.r intrtxlntreil Into ihe presence of superheated steatn will (lash into
until the leuiperauire of the sieaui is reduced to that due lis pres-
Water In ilie presence of satumu-d steam has the same temperature
Rtaani. Hli'inlit cold water lie Introduced, lowering the leinpernture
irbole mass, some of the steam will be condensed, reduciug i he press-
1 temi>erature of the remniuder, until an equilibrium is estalilishe*!.
uperatare and Preanare of Satarated Steam.— Tlie re-
Ijtflw^en Ihe tenipeiflture and the pref*sui"e ot Hfeani, accordiug to
I > experiments, is expressed by the formula iBucliannu's, as (jiven
2938 IS
p jTTa^Oj ^ i„.. „ — 371.86, in which p Is tbe pre8.wre in pounds
I in
' 6 19KiS44 - log p
|lnch and t the temperature of the steam in Fahrenheit degrees.
Hlh iu.-euracy lietweeo 120° K. aod 446° F,, corresponding lit pres-
mn l.OH lUs. to 445 lbs. per nquaiv Inch. (For oilier formula: see
1 Pwftbody's Tlierniodyimniies )
Heat of Satarated Steam (above .13° F.) — .^c
.111. .-xin-iineMiis, the formula f-ir toinl heat of steum tsfl
' ' \v liii.'h / is temperature Fahr., and H Ihe hent-im
tilers; CInrk giTes lOfll .16 inslead of 1091.7 .
-.at of Steam.— The forniiila for Intent In ai
me i,ud otbem, laL= 1001.7 - .mh[t - 82° l. t.'
trwibeit units, ns grlrea by Clark, is L = 1008.0 -
wltiUn the giveu ranges of pi-essure ^Clark, S.
From 14.7 Ibe. to 50 lbs. total prsKsure per square I
From BO lbs. to 'XKi lbs. total presiiirei per squurc i
Heat required to Generate 1 lb. orsteam
Sonsilile beat, to raise tin? watt-]' from 8:!° (o SIS' = .
Lnleut hetat, 1, of thu (oruiaiion of steam at i!tv!° = .
tt, of «xpiuisiou HKnioRt lli« siiiioxptw-rti
premiin?, HiS.4 Hik. I'er xqu *KkWMc\i. I
= 66,78li foot-|K)UiK(» -!- I.B = ,
Total livut abov« Dii* F .
UB I
The Heat ITfklt, or Britlah Tbennal TTnlt.^
the heat-iiiiit used in liils work is that nf R«nl«iiif, (KivyilM
writers, via , the quantity of heat roquiriM !(.• riil«e llie leu
of water 1° F. ot or near its t>-inperaiure of iiiaxiiiiu
Peabody'B deflDitlon, the lient reijiiiri'd to rais^ a poi
to eU" F. I* not Eenerally aocepted. (ftee TlmrMon,
zlii. 351.)
Bpeclflo Heat of Saturated Steam.— Tlie spra
rated steam ix .'Mt, ihnt of wutfr tieiii^ 1 ; ur it U 1 £81, I!
The eipression .805 for si-vccittn (iwit Is tnken in a <v)m(>o«
to obauj;<-s Iwih uf Tuluine ami of pressure wltioli lakei I
tlon of leiiiperntupeof satiimtwlslenm. iflark.rt Vi i
This stattMiif 111 by ("Inrk is nol Klrictly ■ •■ ■•• "i—-
of salumtcd steam is e|pTat«»l, water b«-i'
liitr saliirnltvl, vvalt-r in ernporat*'d. To
water 1* I'', rcquiri's 1 tberinal unit. "■■■' '
n'(jiiir« 0.ISB5 Ifus thermal imlt, the ::
iOK O.ettfi H T U. for each iiiiTeasi-
thf Kpivillc heat of water and its siii,....; ■■
8TSAV.
1
ar, the yolunia of water being measured at the temperati
he relative volume is found by (niiUiplf ini; the volume In cu. ft. of
^U-am hy ihe we isrht of a cii. ft. of wiitf i' at 39° F.. or B3.4?5 lbs.
>U(» StouQi. ^^ li<!ii sat«rftfi!"l Rl-'iiin l« !<ui«"i'hented, or siip-
it aclvaiict^ti fioiu ihe cotiiliiioti of saturalion into that of
lit* stuXts is only airi»eil ot b.v coiisidHrobly elevatiriK tlie
: siiik' Ihe pri'fvsiire remains Ihe same. HIenm lluis hiiffl-
iin;:in.'ii in fenowii ns traseou.s sieom or Btenin gas.
At of CaACOQB steam.- ReKiiaiill found lha^ thi* total
eijixs stejini liit*rfiip(*il, like that of saturated steam, uniformly
iiiperatiire. and at the rata of A'ifi tlu'inial units per pound for
ree of temperature, uuder a constant pressure.
neral formula for the total heat of Baseouu Ktenni produi'ed from
■" wat«r at 32° F. ig H = 1074.6 + A7!it. [This foroiula i.s for vtt|. ~
I at 32°. n is not tniis If generated atSlS", oratauy other touipei
132". <Prof. Wood )] _
|8peclflc Heat of Gaeeoua Steam Ig .475, under oonstnnt
",as foimil Ijy Hotciiault. It Is IdHiiiMr.-il with the coefncieiit of In-
total heat for euili degreiMif teuiiieralure. [Tliis is at atmospheric
rifl 'iVi" feniperHture. Ha fuund It u.it true roruiiy other iirenBUi-fl.
iicate-' tlmi it would !>.• I.'s« at hiKlii'rl'>mpemtures. iprof. VV'o<id.l]
pecUlc DeiiHity ofeaMeoaa Strnm is .d'ii, that of air heiiiK
a to sav, the weight of a euhic foot of ^a»eouB steam is almut flvB
r that ol" a culiic foot of air. of the same pressure and temperature.
ily or weight of a eubic foot of gaseous at earn is expretwible bj^
arraulu as that of *lr, except that th« multiplier or coeflScieiit^
ortion to tlie le&s Hpecific deoaity. Thus,
"^ ~ « + 461
1.68«p
ii*e^^^
' is the n-el^bt of a cubic foot of rt««eou« steam, p the total pi
^square inch, and /the temperature Fahrenheit.
"iw«ated Steaai. -The aooi^e remarks conceniinK gaseous st««cn
I from Clark'H .Steam enttlne. Wood gives for the total heat (abo'
rheal«d atmim H = UK) 1.7 + 0..1*< - 83°).
rl«ahridi;ed from Poabody (Therm., p. 115, eto.l.
-■ r"rt from the temperature of Baturation.RuperhealedRti
perfeel Kaw« very nearly, but; near the temperature
tuie from those laws ia too great toallow of cuiculations
t;iMrcring pur]H>8e8.
ciflc tieai at cniislant pressure, Ct, from the mean of three experi-
teennull, Is n tHiiS,
[ the tatio of Cp to specific heat at coDstant volutiie:
■e of
)p, pounds per square iuoh..
Ratio d) -»- Cii = fc =
5 SO
l.SSa 1.332
100
l.^U
aoo
1.31S
F UUcea fc as a sonstant = 1 . 33S.
kpictPiG Heat at Constant VoLtaiK, Sppebdeated Stbam.
ure, pounds per square inch 5
Oc heat 0» 0.3.51
50
348
100
.316
*)0
.344
30O
.!M1
I
t reasonable to asHume that Cv ia a con»tanl as to suppose that
Bt, as has been aasuiued. It we take C» to be couslaut, tlieu C>
r M a variable. . .
[prsssure io lbs. per %t\. ft., v = volume ia cubic fe«t, and T
ar» In degrees Fahrenhait \- 460.7, then pv = 93.5r— mipi-
T<>UIheat of sujierhealed steam. f7 = 0 4«(i3(7" - lO.SRpJ) 4- RS7.'3.
The Kn<ioni>|iratioii Of Regnault'B Experiment*
;;ray. I'roc. In.-,!. .11. E , .luly, INK!).)- The formal
re W;-/ft;j'empiV(faJ. and were base\\ vuvVvvVk
n„-n-Core uoi valid beyond the tauge ot leiw
rateca/ou/fttiou, based noto&
r =
I
lated therefrom wblcfa show solnUntiaJ airrwment vlth I
He fcives the following' ez«mpl«i< ot sc«km-pre!sure8 <
tores beyond the ranee of Ki>KiiauU'c experimcDIs.
Temperature.
sad
sso
F«hr.
Pounds per
Bq. in.
4<».»
4S8.9
679.»
G»1.6
MO.O
I'^Cl.B
ieei.9
Thr^ei preswurps are hieber than those obtained bj Bei{naa
whioli Fivp5 for ■115° C. <inlv 4C6V.1 lbs. per sqii&re inch.
Table of tlie Properties of Satiirated St«uB.-
of properties of sattirated steam on the following pages the flj
peratiire. total heat, and latent beat are taken, up to 210 Ibi. I
5iir«. from the tables in Porter's Steam-eupne Indicator, whjl
been widely accepted aa standard by American englni "
total heat, given In the original as from 0° F., have I
above :W* F. The flgiires for weight per cubic foot and^
pound have been taken from Dwelshauvers-Dery's tabfa
vol. si , aa being probably more accurate than those of I
for relative volume are from Buel's table, in Duboia's t.
bach, vol. il. They agree quite closely with the relatlvei
from weights as given byUery. From 211 to SI9 Ibd. the!
atiire, total heat, and latent heat are from pery'fi lable;ll.
lbs. ail the flgureK are from Buel's table. Thn ntmrcM l>««
out to as many decimal places as they are in i
different authorities; but any flji^ire beyond '
unnecests&ry in practice, and bi-yon<l tlie linii:
and of the rormuiip from which the Qgiires were derived.
Welolil of 1 Cnbtr Foot of Rteam tn Declmala o^
ComparlMon of Dlflerent .%nthorlH«
111
Weight of 1 cubic foot
according to—
m
WeigMj^l
Por-
ter,
Olark
Bual.
Dery.
Pea.
body.
Por-
ter,
Clark
J
1
W 7
.Ooao
nK07
.003
nsRO
.0OSO3
.OST93
,OSOT
.00?,'
.14-.'4
.IHCO
.8303
.00200
.ooaK
.U8T<
IJO
140
ISO
IBP
MO
S«D
9M
.?74a
.SI 196,
.MOO
.MM
.am
a«o
1
SO
40
«0
m
100
(»ii
.0004
1457
liMIS
.'2S302
,iKV(rr
.1)074
.U:!S
.1803
.8.307
.0807
.(W7-J
14'.'^
.)Hoa
osoe
,0904
.1409
.1843
.8871
Tl>ere are conxlderable dlfferencea between the flKum* of
Hrf),. ,-.r ctvnTi, n" aivt.n l>v il ifr»r..itt mil ti.trif Ifw Pr.,-1.*, '.. n
a anil latrrit lit-nl
rUerlV'
■
^^H
^^^^^
'^
«
1
■
H^ STBAM.
66^
1
Properties of Saturated Steam.
1
1
in
1=1
III
•<
if
1^
Total Heu
above S8" F.
3„x
^1
In th«
Water
A
Heat-
units.
In th«
Steam
H
Heat-
unlis.
m
.SB
.12i
.176
.254
40
50
60
0
8.
18.
88.01
10B1.7
1094.1
1097.2
1100.3
1091.7
1086.1
1079.2
1072.2
808080
151S30
107890
76870
3333.3
2472.2
1734.1
1223.4
^OIKWgJ
U
'.to
1.51
.359
.502
.esi'
.943
70
80
W
100
38 02
48.04
S8 U6
68.08
1103.8
1106.3
1109.4
1112.4
1065.3
1058.3
ioei.3
1044.4
54680
89(190
29290
81880
875.01
US5.80
4e9.-J0
849.7U
!uo2mI
1
1
S
3
4
loe.i
126.8
141.0
153.1
70.09
94.44
109.9
121.4
1118.1
1180.5
1125.1
1198.6
1043.0
IWK.O
101S.3
1007.2
90623
10730
7825
6588
334.23
173.23
117.98
89.80
. 00899™
.00577
.00848
.01118
► 7i
r,K>
1.(7
.ao
S
6
T
8
B
182.3
170.1
1789
ilSi.t
188. a
130.7
1»8.8
145 4
151. 5
156 9
1131.4
1133.8
1135.9
1137.7
118B.4
1000.7
995.2
990.5
9S6.8
962.4
4M0
8816
ssoe
9913
8607
72.60
61.10
63.00
46.60
41.82
.01373
.01631
.01887
.08140
.0:091
t
10
11
18
IS
14
1M.8
197.8
S02.0
205.9
SOU. 6
181 9
168.5
170.7
174.7
178.4
1140.9
1142.8
1143.5
1144.7
1145.9
V79.0
975.8
972.8
970.0
967.4
8961
8159
1990
1846
1721
87.80
84,61
81.90
29.58
27.59
.02041
m
«"
wir*
14.7
S18
180.9
iiit.e
965.7
1648
86.88
.08794
KM
1
1
1
1
IS
18
17
IB
18
818. 0
S168
Sl« 4
aaa.i
825,2
181.9
185.3
168.4
191.4
194.8
lt4«.9
1147.9
1HS.9
1149 8
1150.0
965.0
962 7
960.5
9S8.3
956.3
1614
1M9
1434
1359
18B2
85.87
24.33
82.98
81. 7M
90.70
.03868
.01110
.043,18
.0483lfl
1
SO
Xl
S2
i
22: 9
230 5
2.13.0
835.4
itS7.8
197.0
199.7
302.3
204 7
207.0
llSl.B
1158.8
1153.0
I1S4'5
9S4.4
952.6
9.V).8
919.1
947.4
1831
1176
1128
10S0
1038
19.78
18.81
18.03
17 SO
18 68
! 06.108 V
.06S4S4
.06784 ■
.08018
■
i
tr
SB
S9
S40.0
a4i.i
S44.S
MS. 3
948. IJ
211.5
213.7
215.7
217.8
1155.1
.8
1150.4
1167.1
.7
915.8
941.3
942.8
941 3
989.9
998.4
968.8
gSB.8
897.6
868.3
15.99
16 42
14.88
14 38
13.91
.06253
.06K<7
.06781
.oe»G5 ^
.U718S^
W
SI
M
S
S50.8
962 1
954 0
855.7
967.5
819,7
221.0
823.6
285.3
287.1
1158.8
.8
11&9.4
.9
1160.9
938.9
9.17.8
1W5.9
981.6
983 4
841.3
815 8
791.8
789.9
748.0
13.48
IS. 07
12. 6S
12.32
11. 9S
.O7420fl
.OHiiiH
.(KHB V
/
L
ai».3 aaa.s j
360.8 aao. 5
•Xt.S 1X33.1 1
im.o ,
tm.a
932.2
Oil 0
939.8
787.4
708.9
IJ
H
E
-jH
■1
E^
• ^^^^
STBA3I.
■^
^^m. Prop«rtl»« itf Skiurated 8t«uii.
1
IW-
ToUl Heat
.
11 -ut
abore »* F.
1^1
Ill tUv
In Uie
^1
III
Wnler
h
Heat-
U
Heot-
1*1
5"=
u
3-
■5 =
%\
SCI 0
UDitS.
iinlis.
»
>~
^^ 1
B88.8
no«.5
848.7
673.7
10.79
inattj
H.3
3»
•jta «
88&.4
.u
IMT.e
667.5
10.63
'SH
».S
40
M7.I
sas.9
n68.4
BM.S
848.0
10.88
,^^H
IB 8
41
W8.C
Siitt.S
.9
l)SS.4
637 8
10.05
,^^^H
UT.S
4J
«70.I
240.0
IIM 8
Itt4.4
613 3
0 )«
,^^^H
as.a
43
871.5
341.4
.7
088.3
590.9
9.61
^^^^1
la.s
44
3W.9
84S.9
n(l6.«
B8S.3
687.0
9.41
^^H
M.8
4S
274.3
944.3
.&
931.3
674.7
B.31
fJ^^^H
SI.S
4n
875.7
848.7
iiee.o
oao.4
563 0
OOS
Si.S
47
877.0
847.0
.4
019.4
651.7
8.84
^^^^1
IDI.3
48
S78.S
248.4
.8
918.5
640.9
8.67
^^^^1
S4.3
49
279 0
241>.7
1167.8
917.5
680.6
e.fio
t^^H
as.s
fiO
SS0,9
Ml.O
.6
916.(1
620.5
e.3t
^^^1
^ll»-3
fit
as^.i
aa.8
llM.O
915.7
510.0
8.19
'l^^^l
Bi^3
a-j
983.3
2U.B
.4
014.9
601.7
8.04
^^^^^H
■VK.X
S3
»M.5
aM.7
.•
914.0
498.8
7.90
^^^^1
•^.a
M
«B 7
1B«.0
IIW.I
918.1
484.2
7.76
^^H
«>.(
SB
IH6.&
S57.a
.4
918.8
4TB.9
7.08
:i^^l
41.3
aa
21)8.1
2S8.3
.8
911.5
467.9
T.SO
"l^^^l
4«S
.17
iW9.I
209.5
1170.1
810.0
460.2
7.88
'3^^^l
w.a
B8
aoo.3
S80.7 .6
900.8
458.7
7.28
j^^H
M.a
SO
Ii8l.4
aei.8
.8
909.0
445.5
714
•M^l
«.s
«!0
202.5
ses.9
iin.8
908.2
438.5
7.0s
.imJ
«».«
CI
SIJIS.O
2B4.0
.6
907.5
431.7
6.98
IT.3
oa
204.7
283.1
.8
906.7
42,'.. 2
6.88
•^^^1
•IH.3
IS
iSfi 7
260.2
1I7S.1
903.9
418. S
6 ™
J^^^^l
4»S
Cl
290.8
887.3
.4
00B.3
418.0
C.63
SO.I
n
297.8
ses.a
.8
904 5
406.0
s.ea
;^^|
51.3
DC
296 8
sm.a
1173. 1
008 7
400. H
6.48
^fl^^^^l
' W.S
67
«)9.8
270.4
.4
903.0
3as.2
G M ' J^^M
[ M ,1
cm
30O.8
•ri.4
.J
902.3
389 S
e.a
_|^^^H
! M.a
09
aoi.8
2?8 4
11T4.0
001.6
384.5
6 17
•^^H
n&.s
70
80S.7
878 4
.3
900.9
379.3
6.09
•^^1
M.3
71
3037
274.4
.6
900.2
374.3
6.01
.ffp^^l
fiT.3
73
304.0
i!7r>.3
.8
899.5
309.4
5.9S
.IflT^H
M.3
73
306.6
270.3
1175.1
898.9
804.0
6.8S
,171^ BB
&».8
71
306. r>
•OT.3
.4
896. ■-•
3W.0
8.78
.int M
eo.a
75
307.4
278.3
.7
897.5
S8B.S
5.71
.ini H
SI .8
70
308.3
279.1
1178.0
896.9
351.1
9.61
>}<is VI
6i.3
77
309 :i
8S0.0
.3
896.8
346.8
s.jr
.iw ■]
63.3
78
810.1
iHO.3
.B
895.0
348. 8
5.90
.lilt ■
04.8
79
310 0
aai.H
1176.8
895.0
836.6
6Ai
,lMt ■
6S.a
80
311.8
ffltf.7
1177.0
8943
834.8
S.3T
Iff 1
6S,8
ei
812 7
2S3.0
.3
893.7
s.%.e
5.81
iw ■
6T.t
S3
813.5
S84.&
.6
893.1
32<t.S
5.W
.t» 1
68.S
83
814.4
285.8
.8
808.5
32a. 1
S.18 ■■« 1
M.8 i B4
S16.9
«».«
\ WTO A
Wl.9
3l».6
».«..»» 1
ima 1 «0
8>«.fl
»7 fl \ .9k\ W»\ '
\ ^mXit^^l
■666
STEAM.
~^^M
P
Properties of Satfirmte4 Steftm. ^|
ii
II Jr u
In
III
<
a a
Total He»t
aboTe 82° F.
4 .
II
^1
In the
In the
it
Water
Steam
-J,!
?"-• «
P
h
Heat-
units.
JI
11 eat-
UDita.
£=2
5"=
ilk
§= f
1S0.8
135
350. 0
822.1
1188.7
866.6
201.2
3.9 J
t«].3
136
350.5
322.6
.9
866.2
SB8.8
8.87 i
123.3
137
351.1
323.2
1189.0
865.8
801 4
8.M .
ie.3
138
361.8
823.8
.2
8S5.4
200.0
8.0 :
■ 134.3
139
353.2
324.4
.4
H6S.0
198.7
in i
P 1SS.3
140
353.8
3^.0
.B
864.6
197.8
8.III 1
a.ie 1
■ lae.s
141
3S3.3
825.5
,7
864 S
196.0
187.8
143
asH.o
326 1
.9
8688
194 7
ll« M
la.s
143
8S4.4
826,7
1190.0
863.4
193 4
111 1
s.n 1
1,07 1
9<n i
128.8
144
355.0
327.2
.2
863.0
198,2
130 3
J45
355.5
327,8
.4
888,6
190.9
ISl.S -J
— fa«
S.Vi.O
S28.4
.5
862.8
180.7
iss.aif
■k
a-ie.e
32(*.9
.7
861.8
I8.Vi
I.Oi i
J33.3^
^B
367.1
829.5
.9
8U.4
1«.3
iw J
184.3 ^
^
357.6
330,0
1191.0
861.0
188 1
S,« i
lae.s
150
858.e
3906
.2
860.6
184.9
t.» i
138.3
151
35H.7
381.1
.8
860.8
1837
t» *
1ST. 3
l&S
359 2
331,6
.5
8609
188 6
»»4 -J
188.3
153
359,7
382,8
.7
869.6
181.5
«« J
139.8
154
360.8
SI2.7
.8
86».]
180.4
'-« -•
140.3
15S
360.7
:iss.2
119S.0
888.7
179.1
1» J
141.3
156
aei.3
883. H
.1
866.4
178 I
«II7 J
143.3
157
861.8
384.3
.8
868.0
177.0
t« >
143.3
158
362,3
334.8
.4
8B7,6
17S0
tM 1
18. 1
144.3
159
362.8
33S.3
.6
887.8
174.9
148.8
jao
ai».3
336.9
.7
SM.9
ita.t
• «6 •
146.8
161
863.8
386.4
.9
866.E
ITS.O
«.T» .
147.8
163
864.3
33C.9
1193.0
856.1
171 «
tn .
148.8
163
364 8
337,4
.8
8ft5.8
171.0
«.™ •
149.3
104
366.3
337,9
.8
865.4
170.0
1,74 .
1».3
165
886.7
3884
.5
865.1
169.0
8n
_ 151.3
166
366.2
338.9
.6
8B4.7
188.1
»,n ]
■ 153. 3
167
866 7
339,1
.8
854.4
167.1
t.« 1
■ IBS. 3
168
867.2
339.9
.9
804.0
lfl«.«
9« I
■ 154.3
169
867.7
340.4
1194.1
858.6
I65.S
3« i
1SB.8
170
868,2
340.9
.8
868.8
164.3
f.at '
IMS
m
368, 6
»J1 4
.4
aD«.9
163.4
Hi
157.8
17!
369.1
»4I,9
.B
Sfa.i
162.5
te
lfiS.3
173
869,6
342 1
.7
8NI.8
161 «
ta
IS0.8
174
370.0
342 9
.8
861.9
160 7
(.99
180 a
J7S
370,5
343,4
.9
861.8
IMS
t»
_ lfil.8
178
371 0
813 9
II0B.1
861.8
158.9
8.H
m. i<K3
177
871.4
344.3
.8
8BU.9
168. 1
8.M
■jW.4
178
T,\M
HM.t,
.4
ew.s
lOT.a
IM 1
■1^
m
874.4
a«i.4\ A
\ «*>.■»
y MA.4
0^1
m^un
S79.ft
\ *i^.»\
A M»
»\ xtb^X i^M
■
IL
ST3.3
87-4.'
\ »*ft.a\
■i
^^^H
^H
^■M
p
F^
BTEAM.
1
667 J
■ Fropenie» of Salurated Steam.
1
1
Total Heat
Sti
-S
. ■
^^1
above 88° F.
>4
1 -^
^1 1
InUiH
Til the
C-i
S£
Water
h
Steam
II
§£
u 1
]84
P
Heal-
unllB.
Heat-
utiits.
!""
•Sea,
§0§
la
jlI
874.6
847.7
1190.2
848.5
153.4
2 46
.4060 ^
185
875. 1
848.1
.8
848.4
151,0
2.45
.4087
186
375.S
848.6
.5
847.9
150.8
2.43
.4108
187
375.9
349.1
.6
&J7.S
150.0
2.4-i
.4129
188
876.4
349.5
.7
«47.*>
119. S
3.41
.4150
19B
876.9
350,0
.9
846.9
148.5
2.40
.4170
190
8773
350.4
1197.0
816.6
14:. 8
2.S9
.4IHI
Ifil
377.7
350.9
.1
846. 3
147,0
8,37
.4212
IK
878.2
361.3
.3
848.9
14C.3
2..-i6
.4233
igs
878.6
351.8
.4
845.6
145.6
2.85
.4264
IM
379.0
35i'.2
.5
845.3
144.3
Jii
.4875
195
379.5
35-2.7
.7
&15.0
144.2
jW
' .4290
196
380.0
.■MI
.8
844.7
148.5
^BP
' .4317
197
880..'!
358. H
.9
IM4.4
143.8
Wr
.4337
196
380.7
361.0
1198.1
M4.1
143.1
2,39
.4338
199
381. S
354.4
.3
843.7
141.4
a.38
.4379
100
881.6
3&I.9
.3
843.4
110.8
2 37
.4400
m
382.0
355.3
.4
fl4;ii
UK.l
2,38
.4420
am
38-J.4
a.w.H
.8
81^.8
1S9.5
2.25
.4441
903
S8i.9
3««.«
7
843 5
138.8
a 24
.4402
m
388.3
356.6
'a
IMS. a
138.1
2.23
.4482
SOS
383.7
357.1
1199.0
841.9
137 5
2.22
.4503
W6
384.1
3.')7.5
.T
841.6
186,9
2.91
.4523
S07
884. S
K7.9
.3
841.3
isa.3
2.20
.4544
£08
384. 9
358.3
.3
^41 0
185.7
2.19
.4561
SOS
885.3
3.W.H
.5
840.7
135.1
2.18
.45a'>
«10
a»r..7
a.'jo.-'
.8
MO. 4
134.5
2.17
.4605
S1I
886.1
8.19.6
.7
8<0.1
1»).9
2.16
.4626
sia
386.5
860.0
.9
839 8
138. 3
2.15
.4646
SIS
386.9
860.4
.9
839.5
133.7
3.14
.4667
m
387.3
380.9
1300.1
839.3
184.1
2.1.'!
.4687
K 915
887.7
SSI 3
.3
838.9
131.6
s.ia
.4707 M
■ sie
8881
381. 7
.3
838.6
130. B
2.12
.4728 ■
■ S17
888.5
aas.i
.4
838.3
180.3
2.11
.4748 ^
■ SIB
888.9
362. "i
.6
83M.1
129.7
2.10
.4768
■ 819
889.3
36:> 9
. 1
aS7.8
]'i9,a
2.1IG
.4788
■ sao
880.7
868.8*
19CX1.8
83S.6*
128.7
2.M
.4882
■ S30
S98.6
866.2
laOi.Q
835.8
liJ3.3
1.98
.5061
■ £40
397.8
3700
isoa.i
833.1
118 5
l.M
..V270 ^
■ »>
400.9
873.8
1204. a
830.5
114.0
1.83
.5478 M
■ «>o
404.4
sn.4
1205^
827.9
109.8
1.76
.5686 H
■ 870
407.8
880.9
K'OC.S
825 4
105.9
1 7U
, .nm ■
■ S80
411.0
884.3
1S07.3
833.0
102.3
l.M
\ •^^'''^^^1
Fa»y
ai.sj
S8T.7 120S.3 .
820.6
99.0
1 \.a8S
\ .taM^H
1 soo
'L-*
3S0.9 1Sm.-J 1
818.3
96 8
\ i.^ai
uJ^^I
sso 1
^s^.o J
408.3 1 1218.7 \
807.5
aa.r
\ 1.9S
(wo*
fatsoe.i
' lbs. gauge are
due t<
>theck
kanpel
■
Ik
d
l^^l
-668
■ i
Prop«nl«« wr Sa(«naeA
Sffi.S
MS.S
ft%.8
na^ s
rwr>.»
raa.a
7(0.3
Haii.3
085. :{
SK.S
IM5.8
III
440
BOO
uo
ecu
cso
JOO
700
800
BM
WW
1000
8-
444.9
4S6.e
4«7.4
477.5
48«.I>
4M.7
GM.l
B12.1
SIS.S
CM.a
633.7
W0.3
M8.8
Tot&l Beaf
mborear V.
!-i
In the
Water
h
H«at-
uniu.
419.»
4K.S
443.5
464.1
464.8
4T3.a
482.4
490.9
4W.9
fiOO.7
614.0
BS1.3
BS8.3
B
B«at-
nniu.
i»:.7
ISM^
]tt7.a
1230.5
Ittl.S
f.«.7
1S8.0
1440.3
1342.5
1*44.7
1846.7
1248.7
iw.«
TSS 1
747.3
74M
TS.S
730.8
Ta$.4
no.s
ti.i
.31 II
a4
ai.s
•4 J
.Ml
38.0
SI.4
JK
JH
I
VLomr Of STBAM.
Flow of Steam (broagh • Nojude. (Frooi Clerk
riijdiif.i- Tlio Mow uf Htemu ot a greater pmsureiato ••
li-KH pi'Muturii liicroaaes oa th« illfrerence of ptttmtrt Is iM
i-vifi'iiitl preuuro b«ooni<>ii only f>S% ot ihe abaoluto arHaH* A <
The How of Bteain is neither fiieri'ase<l nor diininiahM kf AtMl
ifi'iiiil prviwiiro below .58^, or aUnit 4/7tbt Qt th« insid* prMMB<lk4
i-KlfiK gf a |H>rrw^t vacuum. In flouiiiK through ■ aoaUct Okl
ilie ■Ifiiin expaiKlB lo the external pr<>«8ure, abil to like t
(jrensiirn, no long i\n It Is not less than S8|C of Ui« lat«rBal ' . ^
■■xtuiiial pressure of tiff, and for lower perc«nla|M, tlte ratie "• *V
Ik I tu 1 .0^*4. The folloniiiK tahle i* selected from Mr. HmwnlM't ■■{
lilifyiiiK the rates of diiicharKe under a consUnt Inteiniat
> arioiH extei'iiul prensiires:
Outflow of 8t«ain; from ■ Olr«n Initial rr«aa«r«il
VartoUN t.ower Prcwattrea.
Absolute initial prvBsurii iu buUer, 7S lbs. p«T aq. la
AhKohito
Extnmal
Batioor
V««lo«liy of
Act
Pi'oiisurein
Boiler per
Preaaure
Expanalon
Ouifluw
Velo.
per aouare
iuch.
In
atCoaatant
Uut •
kni'b.
Nonle.
Deoatty.
Ezpn:
Ib«.
76
Iba.
74
ratio,
1.013
feet M> sea.
f^jj-e 1
7.1
73
I.0S7
aM.T
401 •
75
70
1 Ota
490
Ml ■
ta
0.'.
1 ISO
eeo
749 J
^IM
di.iM
1.108
7W
vn j
(XI
1 -.'111
-m
«B8 i
^^^^^^B
Ml
1 4!V»
ss
ItSU ]
^^™-
4.^
1 .57.^
1401 *
1 ■li lO 1
1 \fi II (>i'nt (
i.ett
8B0.8
1443.3 1
^■^^_
\ 1 Mt
^^^1
j, 1 oat
PLOW OP STEAM.
069
ptii at rari'Ini; Initial rtretttures Is dlsi'tiargrd into the almos-
a -'-Hi-e Veliift not more tlion 58* of the liiUioi
•\i [Idw Ht cnDfttaDt clentdiy, xhtti Is, supjMisiiiK the
I rill), ig givfa liy lh(> furniuhi V = a.firtS! v'l.
lity of outflow in feet per minute, na for steAm of the Initial
Jht In feet of a column of gteam of the Kiren ahmilute initial
lire of iiuifonn tleiisity, the weight of which is equal [i« the [ires-
I ilie unit of base.
Initial pressure to which the formula spplieii, wbeti I he steam
1 into toe atinosphere at H.7 lb«. per i^quare Inoli, ia (M.T x
S7 lbs. per ftquare inch. ExampleA of the application of the
given In the lnt)l« helow.
M!oiit«niK of this table it unpears that the Telocity of outflow Into
jberf*, of steain above 25 lus, per Aqtmre Ineh absolute ftresMire,
■"eoiive, increaties verj' Hlowly with the pressure, olivimisl.v de-
ity, and the weiKhl to ho luovejl, iucrease witii itie pressure.
of 900 feet per seiKnid nmv, for approximate cnloiilntlniis, lie
s veFocllr of outflow ae fur constant density, that is, taking the
|Bhe steam lil the initial volume.
or Sl«am Into tbc Atmosphere.— External in'rasiire
ih N.7 lbs. abiwliiie. Itatio of expani-iou in nozzle. l.OUt
hi
tJoM
feet
per sec,
1401
1406
1419
1439
14*7
1444
1417
lit
Q
=^i|
5.;^ i
5 1^: =
lbs.
«.8l
35 IS
44 (W
58 M>
9J.07
n.p.
45 6
68. T
70.4
RB.l
105 2
182.1
|??i $
hi
Cj - s.,
iff
G " »>
>>
hi
o
lit
<
t*
-s
-
lbs.
feet
feet
lbs.
p.sec.
per see.
90
Bffl
1454
77 94
100
8»a
1459
Ba..-H
115
902
1466
9.s.7fi
188
908
1472
115.111
155
»I0
147S
1.1; ji
HID
»K
HHl
I40.4«
SI 5
919
1493
181.. 58
.p. Si
.^i
n.p.
I5s.g
n-.',7
197 5
231 £
^1.4
I ApproxlniMle Rule. -Flow in ponndti )ier second =: ab'
ire X area In iK)iiKi-e incheK + 70. Thiii rule gives results whiiJi
ipond with tbo»« in the aboTe table, as shown below.
lbs. p. »q. In. 25.37 40 OO 75 100 135 186 815
pt mln., by
i. 23.81 35.18 89.59 05,30 80.34 118.61 I40.4fl ISI.&S
rule SI .74 34.23 51.43 C4.39 85.71 11.5.71 141,48 ]84.!»
»(Jy, hi Trann A. 8, M. E., xl, 187, repoi-ta a series of experi-
» of iteain Ihroiieh tuben U inch In diameter, ami ii, ^, and 1^
|lli roini(li.><l eiitrauees, in wTiieli the iciinjlvi agreed elosi'ly with
riila. the greatest illfferetice being an e.xressof the expcri mental
lUlated ri'Niilt of 'A '■!%. An pquatinn ileriTetl from the theorj- of
luieH IB given by Prof. PeHbody, but IL does not ai;ree with the
I re«ult« as well us Napier's rule, the excess of the actual flow
KleMni In Pipes. — A forimila commonly tnied for A-eloclty
till >ii pipeK Iri the sHiue as Mowninir'K for the dow of water in
<n pipes, viz., r = BOi/^7), In which I
; = length and D = diameter of pipe in feet,
p/o of ste*m, of the preif.siire of tlie 8t«;aiit
Kto
STEAM.
I
whicb would produce « pressure equal to the dUTereoce cf |
two ends of the pipe. (For derivation of the coeAdeilt !
" WarniiiiR Buildiiiifs by Steam," Proc. lust. O. E, ififti.)
If Q = quiintitj in ctibiu feet per minute, d — diameter In 1
being in feet, the formula reduces to
n^ene formulee are applicable to air and other ^ases as well i
If Pi = pressure lu pounds per Miuare inch of tlip gtram lori
tratiet! to the pipe, p, = llie preHsiire at llie eiit. then H*;", -
eiice ill pressure per Hquare foot. Let ir = deusity or weight j
of Kieain at tlie pressure p„ then the height of column eqa
difff reiiLv in pressures
^jj^ I«IP! — P»}, and 0 = M X .7W4 X 60n»
/^
If w == weight of Bteam flowing In pounds per minute = i
taken in inches, X being in feet,
W
= 5e.88i/!
d = 0.199
"Hpi-PiW*.
I = M.flSi/i^
V^
tviPt -Pi)
= 0.199
y Pi-p%
.«!«
▼elooMy io (e«t per minute = r = Q -*- •78MjT^ = lOSK
/^
For a velooitj of 6000 feet per [nlnut«, d =
tel.
8(P, - p»)'
P\ -I
H aq.
For a Telocity of 8000 feet per minute, a steam-pr««ui<e of H9|
K) =.864, and a length of 100 feet, d = - — '—^■, Pi — Pi = ^.
pi -Pt
rini
pf|>e 1 inch diameter, 100 feet long, carrying Me«m of 100 lli«.i._
at OOQO feel velocity [xr minute, would have a loaa of preeMirei
■q jare inch, while gieHiu travelling at the same TelociCy la a |
diameter would lose only 1 lb. pressure.
Q. U. Baboocic, In "Steam," gives the formula
^^wn-or,--and tliis value ha« been reprinted in Cli>
^^Eion). It is apparently iterived from one of the
^^Of water in pl[>e>i, the muliiplier of L In the deni.:
ezpreealou of the increased reslstauce of small pii>r%
in the form Jl' = r j/
of tlw pipe, we have.
"■tP. - Pi'rf*
j-*^^-' — . In which c will v,
L
1
W.7
3
««.3
3
BS.8
I coKBtant value 50.6)4, iriven with the simpler formnta'
widely accepted formuLa* fur How of ■atorlir'
ue« raotrlng from C9 rot a H*aA |l^<4
FLOW OP 8TEAM.
giJnch . UsioK D'Arcy '« ooeffldenta, and modifring liii fomiuUi I
' to stfAin, to th» form
r
-y'-a
p,)rf»
wL
or W
=v
L
Mter, Inches \i 1 3
;e 30.8 45.8 5S.:
3 4 5 8 7 t
Sa.I 5T.8 fia4 50.5 60.1 W.7
Wter, inches.
'«.
9
ei.3
10
61.8
13
63.1
14
63.8
IS
62.6
18
89.7
SO 83
»;,9 63.«
94
I0.it
absence of direct experimpnts these coefflcient-8 are prnbablj i
\m» any (hat may be derived from formula! for flow of water.
^■lessui
re in lbs. persq. in. = p^ — p^ =
c'rf« ■
«f Prpndiire due lo Radiation ap irrll an Friction. -
lidiger {Meihunics, .luiif ;il, ISNJi Kiffs tlie follmviiig fnriiiulip Bud
u> flow of steAtn in pipex. He ial<ea into consideration (he losses in
> due both l» radiation and to trictioo.
W*fl
if power, ej:pressed In heat-units due to friction, Hf = -^, „.
ae to radiation, Hr = OSe&rtd.
I ICis the weight in 1>I8. of steam delivered per hour, /the ooefll-
(Motion of the pipe, I the length nf the pipe in feet, p tne abtiolute
rare, d the diamet«r of the pipe in inches, and r tbecoeffldeol
^<8 taken as from ,0165 I o .Oi;,'>, and r varies as follows:
TABLE OF VALIJES rOR f.
Pipe Covering.
Absolute Presaure.
40 lbs.
flSlba.
SOIlM.
115 lbs.
«lpipe •-•••
wnent composition
43T
146
187
ISO
100
61
48
665
178
192
18fi
Z-ii
76
680
193
S0i2
W!
145
8S
684
300
ibesloa .
233
310
151
93
air felt
5«
86
78
I
I
I
Ipended table shows the loesdue to friction and radiation In aateam-
Br« tbe quantity of gl«am to lie delivered is lOOO lbs. per hour, I =
.. the pipe beinK so protected that tosa by radiation r = 64, and the
> terminal pressure being 90 lbs.:
Plow OF STUAM,
6?5
kctttaaM of the mouth of the tube. Hence the whole low of
V*
itranoels 1.305 — . Thia resiitance ist>qual to the re»iat«Dce
Uib« of B leiiRth equal to about 60 times its diameter.
t ecK'li sharp risht-angleil elbow la tlie game as io flowlnif
^h of straight tub« equal to about -10 times its diameter. For
. stAp-TAlte Ibe leaislaiice ia taken to be 11^ limes that of tha
ilbow.
Steam-pipes for Statlouarf Eiietne*.— Aurborities
i-e-ugiiie j5**iierHlly agr**** that slt^iii-pipeii supplying HiigitieH
such aizti that lim luean vrlocity of steam in them dot-e not
let per minute, in order that the loss of prcBsuie due to f rlcllon
ccewve. The velogiiy in calculated on llie aftjiuniptici) (bat the
ed at each stroke. In very loii^: iiines. 100 fec-t and upward, it
le them larger than thia rule would giro, and lu place a Inr^e
r on the pipe near the engine, especlully when (he eni;ine cuts
« stroke.
1 Power, May, 1893, on proper area of supply-pipea for cng-ineii
Ibowing the practice of It-adin? builder.^. To racllitatc com-
le engines have been rated in horse-power at 40 pouudK luean
•i|r«. The table contaiob nil the varieties of sunple engloea,
K*alTe to the Corliss, and it apiJ«ar.« that there is no general
lie sixes of pipe used in the difrerniit I.nies.
M selected from ibla table are as foUowa:
Lin i SU 3 SU 4 m 6 e 7 8 9 10
sines ... SS 39 S« 77 100 1^ I.% iK>5 306 400 506 6»
rmnia (1) SS 36 51 70 »I 1 16 143 306 Z78 366 463 5TI
nuula (SI 24 37.5 M 73 96 ISl 160 316 a»4 384 486 600
is: 1 H P. requires .1375 aq. in. of steam-pipe area,
is: Horse-power = 6d'. d = diam. of pipe in inches.
.137S in formula 0) is thus derived: Asjiume that the linear
»«ni In the pipe should not exceed 6000 feet per minute, then
yl. area X piston-»peed -»- 0000 (a). Assume ihat the av. mean
Hire is 4OI0S. per s<j. hi., then cyl. area '/. pistou-spced •. 40 -^
i-power (b>. Uividing ImI by iki and canorllhig, we hove pipe
n .1976 sq. in. If we use 8000 ft. per lula. as the allowable
the factor, 1:175 becomes .10:il: that is, pipe area-t-H.P, =
area x .97 c horse-power. This, however, gives areas of pipe
ire nsed iothe most recent practice. A formula which gives
' sigreeing with practice, as shown in the aboro table ts
ower = 6d*, or pipe diameter =i
: = .408 »'U.P.
i» Cti.iwi>kfib coBKESPosntNo TO Various Sizsg or Stkam-
Kb ON Piston-speBd Of Enoihb ok 600 ft. per iMisuTK, a.vd
X Mbak TKLocrnr op Stkam ik Pips or 4000, 6000, amd 8000
m. (ST«Aif jir>Hf«Kn T'i nic .Vr>HriTLi> ni itiMi Fii.i, Stbokk.)
, Inches S
^ A 1^
4
in 9
4^
11 ii
.1
1'1 Q
€76
8TB AU.
^_^lnn Is followed, the pipe flits with water whpn<»»pv tlil< hnlterblj
^KStid the others arp rtinniiifr, and brenkaije of lli ■mu' wr""
^Bbii11,4. Never let a iunpliiiii-i>ip«" run inin the '■■ ■ iiitls |itt*t
^* Into the siilf i>r io|i. Alwo.v 'i*p in iinclc-vnlvc • ii,>-ut
Is more room in tliem. Ntver use a gate valve uiiJei
by -pass l« used witli It. Never 0|>pn a blow-off valw-
tllien shut it; if i» sure tn catuh the sediment and i
well open befnrecliisliig. Nei'*>r use n globe-valve oii
water, always use gate or iin(irle valves or stopcock.-
Bage. Buy if piisstble valves wiih renewable disks. I.^
£0 inside a boiler to work, efip«i.-lallr if be Is to buuiuiei ou IL
bienlc the Joint between the boiler and the valve and (lut a (i
between the flHii(t''S.
Plaugea Tor Sicam-nozzlea and SteKm>plp«,
Qill Water-tube iJoilur. I'hila., lHVi.
Flzeofpipe S 4 5 « 7
Outside diameter of flBnee.lDcbea,. B 10 II 14 IS
Pitch circle for bolts, d lam., " .. 7 8 9 JO It
Ouisidediain. of Rackets, " .. 6ii n4 TU ni t>4
Ijni^idediam. ofga-^kets, " .. S^ 4^ bii <K :it
Number of bolts 5 fl T 8 » I»
[gizeofpipe 10 11 U U 14 tt
I Outside diameter of flanKe, inches.. 16 17 18 19 » a
' Pitch-oiicle for bolts, diam., " .. 14 15 18 17 ID I»
Outside diam. of eOsUeta, " .. 12« ISU UU 15U Itii P
Inside dinm. of gaslieis, " .. V)\i llij U>^ M\i \IH
NumberofbolU 18 18 l-l H 18
All lioles drilled 15/1" in , with a Jiff accurately laid out.
All bolts to he % in. diam. by 3!^ in. long under the h4sa(l.
All bolls lo Imve square heailn and liex.'ifroo nuts
Xhe " Steam Loop ^) In a system of piping by which
' densation in ^left^l■pl|les is automatlcflllv r.iiirhi'.I t.i thn U
■ Rlmpleat form it cc>nHi»la of three pipes, »
Bontal. and the drop- letT' When the steu:
holler the witter of cndensatiiin and ■
through which the steam ttows to ib
erally Bttaclied lo a H'-parator; tin
the horizontal, and frum ihoncti ■'•1
itr>i) lee, which i.'icoiiii- -
tion is fed a8 soon as 1 1 • ■ '•■j
the sleam-presBurein t: '"*
The oi'tion fif Ihedevice .Icpiriul.s on !lie fiilln
pressure may be balan«ed by a water-column -
to the point of lowe-t pre.ssure; rate of (!,.« ,! •
iiure and iiiaHs: decrease of sialic* pres-n
proportional to late of conden.^atioo; ill
riedor swept along rapidly by friction,
p. SOT, I
Eioaa iVotn an CueoTered Steani-plp«. (BJortlnr <
eueiiie.s.)— The amiiiinlof loss bf condensation ma gtr4u:i I'lT'^'
a deep iiiine-iihaft has been •scertaiued by actual pr:i
Colliery, near Olieeterfleld. where there is • pipe TV
ft. loii|(. The loss of steam by condenaaUon wa>>
nienBiirement of the water d*po«ited In a receiver, atnl
equivnleni to abr.ui 1 lb. uf coal per IH.P. per hour (or ••aTj*
bteuni'pipe; but there is uu doubt that if the pipes had Wen >■ V^
ahaft, and well covered wiilin ^ood non-cotiductlnj; mat«rtaLttet
have beau tosa UTor 6t«aiu-pipe Ooieiiaga, aee p. 4M^ «a4*.>
r
THE HORSE-POWER OP A STEAM-BOILER. 67'
THE STEAM-BOILEn.
/BorBe-poiwer of « Steam-lioller.— The term borne powB
0 uit^niiiiig^^ III ♦'ngint'HriiiK : -/•'"^^ 't?i tihstjlute unit '»>■ measuyc uf (h
fiporli, tliat is, of the work done ina cei'taiu definite perloil of tinia
uurt-e of eiierey, as a steam-lmiler, a waterTali, a ctiirenl of air a
or I)]- a firiine mover, hs a steaiii-eiiKiiie, a wal«r-w)ieel. or a wiu(h
Tb» value f>f this unit, whenever it can )i« expressed in f>.(H-poiii)d
rgy. as in Ilio ens* of steam-engines. w«ter wlieels, and nalerlnlls, i
ftK*t-]»oiiD(ls per niiniite. In the ciise of Ijoilers. where the woik iloneJ
iivi'rsiiiii of water into Rieani, cannot be expresHed in foolpoiindx o
■V, tlw usual vuliie given fo the term horsepower ia the evnp
-. of water of a temperature of 100* V. into fleBiii at '0 lti«
' thentnionphern. Both of tlieHe units are arbitrary ; tlie flni^
lout pinind!* j>er minute, Br^l ailupted liv James Watt, beinifoousiderm
Jent to the power exerted by a good L<wdon drouBht-borse. and tlM
of water evnjioraieil per hour beiiiK considered to be the steam re^
Ikent iier indicated horiie-power of an avera^ engine,
ncotid deOnitioD of the term horse- power is an vppruximaie meaa^irt
tixt, capaeitij, value, or " rating " of a boiler. ptiKiiie, water-wheel, or
lourceor conveyer of energy, \ty witich measuie it may be described,
t and sold, ailverlised, etc. So definite value can be given to lliis
re, wtajoik varies largely with luoal cuutoni or iiidividnal ojiinion of
sand uxers of machinery. Thetiearept approach to tinifornuiy wliloh
1 arrived at in the term " horse power," used in thin .sense, !.>< l.o Miy
boiler, engine, water-wlieel, or other nintrhine, " rated" at a certain
power, should be capable of i^teadily developing that horse-p-iwer for
ueriod of time under ordinary conditions ol ii.'-e and pmclice, leaving
if custom, to the Jiidgmentof the buyej-nnd seller, to written contraols
chaiie and .>iale, or to legal decislouK upon giicli <:niiti'act«, the inlerpre-
of what is meant bV th« term "ordinary cundilions of use and
fp." rXians. A. S. M. E.. vol. vll. p. -m.)
e of the A. S. M. E. on Trials of Steain-boilers In WiH iTran.s.,
c'UKsed t lie question of the honie-iioiverflf iMillers a« follown;
■ ■>■ of Judges of the C^nti'unial Eiliihitinn, to whom the triaUi
i["iri,;; ln.ilers at that eshlbltifm were intiu*<ted. met with ihlsRnniai
!fn. and tinally agreed to solve it, at least ko far ns the work of that
itt.^ir wut concerned, by llie adoption of the unit, SO Ibn. of water evap-
V steam per hour from feed-water at 100° F.. and under *
'■<. per square inch above the atmosphere, these condllioni
I hy tlieiii to represent fairly average |iraclice. The qiian
blinded to evaporat« a pound of water under these coiulitioiii
thermal iinitK. or I.MIIB units of evaporation. The unit ofi
I is thus ei^iiivalent to the development uf U3,<)05 heat iiDiCS<
iir, ' r il.isa units of evaporation. . . .
t committee, after due consideration, has deteimined to accept tht
Bnial Standuril, the (Intt above mentioned, antl to recommeiul tnut lit
ndard trials the commercial horse-power be lalcen as an evaporation
be of water per liour from a feed-water leiiiiieraluie of ItX)^ K. liitO"'
at TO th> gauge pressiire. wbieh shall lie coiisi<iererl to ike ecpial Ut 'i^^
'.•tioii, that Is, to ■1414 lbs. of water evaporated from a feed-
! lire of i'Vi" F. Into steam at the same temperature. Thla
il to S.3.;iU5 thermal units per hour.
II of I bin commit lee th.Tt a boiler rated at any staled numlwr
should be capalile of developing tbut power wJlh easy Hriiig,
;lit, and ordiiiiirv fuel, while exliiliiting good economy ; and
r. mat tne boiler should be capable of developihK at least one thiril
ban its rated ftower to meet emergenuies at times when maximum
ny is not the most important obji'ci to be attained.
t Of Braitoratiou. -It is the custom to reituce results of boiler-
9 the lOHiinon Biaiidanl of weight of water evaporated by the unit,
if the c'.iMibiistible portion of the fuel, the evaporation being conaid*
i.in place at mean almospheric piessuie, and at the temperij
I'i'esHure, the feeiJ-water being also assumed to lia^
. leuiperature. TWs /s. in technical language, saHj"
'■:u ^^r.i/iifrarlon rn'iii ami nt lb<> boiling' point at almiWiT^
"from tad «.* a," F. " This unit of evapoftttlou, or oa
I
I
678
TUS BTEAM-BOILSB.
wal4fr evaporai^d from and at 212*, is equivalent to 966.T1
units.
neaanrea for Com]iarina: the 0at|r of Bollera,-
ure of the efticienoyof a builer is itie niiiiiber of loiituN f » :>ur
I pt^r pound of combustible, the erap" "
''from ami at ili';" that is, the e<ju>
temperature of i-'lS" Bi". into steam at
Tlie measure of tlie capacity of a buil. r
power " developed, a Jior»«-power beiDgil' iralK
of water per lioiir fruin 100° F. into steam ; "•. or I
hour fnim and at iVi".
The nieaKure of relative rapidity of steaniitu; of l>oilers la lii«i(
pounds of nater evaporated per oour per square foot of waia
raee.
Tiie measure of relative rapidity of conibustion of fuel la
ix the DuiDber of pouDds of cohI burned per liour fier square I
■urfsoe.
8TBAn-BOII.ER PROPOHTf OKI.
Pro-portloiiB of Grate and Beatlnt; •inrmre
a ultreu Hor»e-power.— The term Ii-i-m
io i-v«p...raie '50 lbs. uf water from \^*^'F.. !■ ' fp
Kleaiii of to llw.. fpiiiKe-pressure = 'ii.i lbs. from ' F.
Averaet- proportions for maximum economy for lantl I
good niitlirucile coal :
I Heating surface per horsepower tLAI
Orate " " " J/1
Ratio of heating to ^rate surface SU J
Water evapM from and at SIS°persq.ft. H-S-perbonr t
Combustible burned per U. P. c^r hour I
Coal with 1 6 refuse, IKs. per H.P. per hour tJt]
Combustible burned per sq. ft. grate per hour S
Coal with 1/6 ref UHe. lbs. per «q. fL erate i ■
Water evap'd from and at$r.i* per lb. coi
" " " " " " " cottL
The rate of evaporation ia moat cooveuleutly e iprg lixl ID |
rated from and at ^1.*° per sq. ft. of water-healintr Mirf «e«> tier 1
t rate of combust ion in i«)und» of coal per «;■ '• -' — ■• — ti '
Heatlne««Drrace.~For uiaximiim
"boiler tiJiouTd be proportioned »":» that u
•urface should be ^i^eu for every 8 I'
at tetii* F, per hour. Still more lib< nmJl
of tba beatiuR-Kurface has its vi', i>]»d
heated gases to short-circuit, that <^. >" ~- ^ > '
and flow through them with hi|;h velocity, tu in t (
»X. Depodtion of soot from snioliy fuel. 3. Inci i
faces are clean, and the beatetl iraties ^as» o.
increase io economy can be obtained by mcreti
yond the proportion of 1 so. ft. to everj' 3 lbs. o/
with all coDdltioDS favorable but little d<^-r-
if the pro|K>rtitm U 1 sq. ft., to every 4 lbs
vide for driTinp of the boiler beyond ii-
drorease uf ffflcieni'y due to tlte c*fttis»*s n!
*q. ft. to 3 !• s. evaiK-iralion per hour as il
Where economy uiiiy be saoritlutvl to c^i i
it is cuKtomary to proportion the heiiiiitg :
I following lalile show^. approximately the rrlii'>
[jwoted with diffrreiit rates of i'va|Hjrallon. with
Llw. water evn|Mir'd frnui and at at," iier wj fi iit-rtiiUt;
i iZ S a.5 4 f> « 7 •
8<}. ft. bealiUK Mtirfiiue required iier horMe-p4iirer:
'■'■ ISH Il.r. g.H B« (J.8 .Vlt 4.S u
I of beatint; to Krate Mirfaue If 1/^ cq. ft. uf O. H. hi I
11 J .11 .-. ■--/ 1 -,V8 ao.4 KA »a.r itt
wmjt^ « m m n n
^^H^ -.« 1^ Wi
erSAM-BOILER PROPORTIOITS.
679
onomy will vary not only with the amount of heatlnir-nir-
.>ower. but with the ♦•fflclency of that lieatjnc-surfnce aa
Tcity for transf^T of heal frcitii the hpat«-(l (^hrkii to ihn water,
^d oa Us frei-dnm from Knot and iucrustalion, and upon the
lU water and the heated Kas»-H.
lis coal the eftloiency will largely depend upon the thoroufth-
the coinhu!<lloii is effected In the furnace.
with any kind of fuel will (greatly depend upon the amount
to the furnace in excesK of that required to support com-
Btron^ drauirht and thin llres this excesH may be very ^reat,
js loss of eoonoiny.
tent of IIeatlnK»Barftace. — Autlinritiea are not agreeil
iS of nieasiiririg the heatioK-Burface of gteamhnilers. The
consider as heating-surface all the wirfnces that are mir-
ier on ofie Fide and by llame <>r heaietl pan^j^ on tli*i other, but
ince of opinion as to whether tuonlar heatinfc-Kurfnce Klioiild
the insicfe or from the outside diameter, Sunie writers say,
ling surface always on the smaller side— the lire side of the
ntol return tubular boiler and the water side in a wnter-tiilie
would deduct from the heating-gut face thus nieasured an
iitiona supposed to be inelTective on a<'count of being cot-
beine out of the direct current, of the (rases.
of unimrmity, however, itwould appear to l>e thehepiniethiWl
I aurfaces aa heatinfr-surfaces which transtiiit lirnt from the
I to the water, making no allowance fnr different rleprees ^>f
also, to use the external injftead of the internal diameter
[reater convenience in calculation, the external diamf-ter of
dally beiog made In even inches or half iticlies. There wo'jid
food reastni for coneiderinp the smaller surface in a tube aa
■face, for the transmlssiou of heat through plates that ara
g7ile<l on one side doei not appear to he pniporlional to the
I, but rather to the larger, Tliiis the Serve rilihed i\ibe trana-
to the water per foot of length than a plain lulie of hams
r, and a ribbed steam-radiator radiates tuore heat than a
Ting the same internal or smaller sur/ao^.
ng the heatiug-siirface of vertical tiil>u1ar bi.>llers : Mtittlply
ice of the flre-box (in inches) b.T its lieiKht above the grate ;
il>itied ciii'umference of all thettilies by their leni^th, and
ducts add the area of the lower tube-sheet ; from this sum
>a of all the tubes, and divide by 144: the quotient is iha
■e feet of heatingsiirface.
in? the hxaiing-Rurfnce of horizontal tubular boilers: Takn
in inches. Multiply two lhii-d."i iif the ciicunifeience of the
th; niuliiply the sum of ihe circiinifei ciiceK of all the tiibei^
length: to the .sum of ihi-se jiifMlucin add t»o iliirdx of llie
sheet.*; from thissiiiii -iiibtrocl luiietlii'coMibineitnrea of
.vide the remainder by Ul loolilalit the result in square feel.
ling the square feet of heating -surface in tubes : Multiply the
by the diiuneter of a tube in inches, by its length in feet,
rer, Bnllder'a Ratlnff. Heatlne-aurfkce per
T«— It Is a general practice among hiiii^lers to I'lirnish about
heating.gurfnce per horse^power, but as the practice is not
jid contracts should always specify the amount of healing-
_,rDished. Not less than one third square fooloC grate-surface
)sbed |wr horse-fKjwer.
iJiewn, July 5, 1S94, gives the following roiigli-and-ready rule
>roxin>ately the commercial horse-power of tubular or water-
: Number of tulies x their length in feet x their nominal
^es -•- 80 = nid -+- 50, The number of square feet of surface
— = XS' '"^ "** home-power at 12 square feet of surface
tae-power, not counting the shell, -= uLii -t- 45,8. If IS square
of tubefl be taken, it is nLd -t- 57.3. Making allowance for
^ace in the shell will reduce the divisor t<i n1>oiit ."iO,
er of marine and Locomotive BoUer*.— t\A
'er is not. geaemlly used In cormection with builur* kr »• ' •"
lucoinaClrfH, Tlw boilem are designed to suit tSw
extent of grate and heatjng-aurfaca only.
6?0
THE STEAMHOILER,
OratC*lllirface.— The amount of gmtie-^tirttire
power, mid the proper ratio of liearitig-im r
ti-enii'ly vnrlahle. ilp|ipndlii|f chiefly upon tli.-
th«< rale of <irBii);ht. Wiihenod coal, low In n-
may be obtainwl wiili laii,'e Rnile-diirfac*' mm ii- i
prate-siirfocfj and Btrons <iranglil.. Dip totiO aiiaoiii
VieinK the sanip in biith cas»*s. With good lifiiimiTi
low In Hsb, llie l)e.HC rtwiiUs appnreiitly are ubiaiiir " »iui
anrt high ratPK of combustion, provided the prBteKurfiicr* a
ib«t tilt' tot'il conl liinnetl per lioiir is nut loo great for llw
lieatiiTiii-.snifHie Ut nbsurb tbe lient. prodiieed.
With coals high in a.sb, espeoliilly if the ash ia euMI/ fti»H|
cboke the (ffates, Inrne gratesiirfiice and a slow rale of
required. unle.st< means, 8ucli us slinking ^^rates, are prorli'
the ash as fast as it is mnde.
The amount of grate surface reqnirfd per lioive-fiower
dlUong may be estimaledfroni the folloning table:
Good coal
and boiler,
Fair coal o
boiler,
Poor coal or
holler,
LlKDilp and
poor boiler.
10
!l
8 61
8
6
5
S.45
«i 3
J ^ ^
3.45
i.f»
4.
4 81
4. OS
6,
5,75
e.B
10.
Pounds of Coal burned i
of Grate per t
a 10 19 r IS ao a1
Sq, Ft. armtf I
.4-1
.48
.50
.M
.OS
ex
.«
.80
1.2ft
3ft
.88
.•»
.17) .{■
.38
.W
.YS
. ta^^H
.40
.S.M
■»
.^^^H
.4a
!»
9J
.40
.41
S8
• BO
.4V
..It
^^^^1
.S8
4ft
.W
.i^^^^H
.60
W
.40
1.00
.88
.«
■H '5
l.X»l»
In desigtiiuB a boilerfor a given set of eonditions, llie Rral
be made as liljeral as poKsilile. sny aiifllcietit for a rnf«i of <■<
IbB, per square foot of grate for iinthraclte, Bd<i IS |l>« p>»r
bituinlnoii!> coal, and in practice a portion of the irraie-v
bricked over if It la found that the draiij;ht, fuel, or oilier
it advisable.
Proportion* of Area* of Floen and other
— Kulen nre usunliy given nnikiiiK llie ftre;i of ifus-pa!
ratio to llie area of the grale-siirfaee; thtis a uomnioa
tulnilar Ixiilers is to make the area over llie bridge wi
Burfnce. the tliie area 1/f . and the chiiiinev aiva } fl.
K..r average i.'Oiidilioiis with iiniii,ii...i u
raleiif eonibii.<!ii'iii of li lbs. ronl |
of healing lo jirate snrfiueof 30
riom lliul if the dniiiehl were iiii
of 94 lljs., requirinif the Kn\ie-«i.i ,
areas of iias-pnsfsaKe"* 8iH*iiltl noi
face is rediit'eti. The co^il Iturli'-
tlous, and tbei-e beinkr no reasi.'
vHocity, the octnril areas >if (lie
rnllo of ihe arerl lo the Kliite..-ll[ :.-
Mr. Hiiiriis Ktiites (but Hie h'^lexi • flk' '
olili'Inel when the liilie nrrn in 1.0 lo I h
bliiMiiipi.Mi, ti.iii >o..-n II i~ I I, I.. I r. r.'i- II.. ..ft
I . tl lodile L«>u Uugm u
vwiuvvB aud ««e«^ (r
uuit.>iiVy tfMiuA.\nWn*m«MJ^v
iDer 1
PEKFORMANCE OF BOILEKa.
uliiefly tlirou);!) tlio upper rowa of lubes; gnmelimes also Id
jlar lioileiR, h hi-i e llif Rnsrs are apt to pass most rapidly
Itilit'K iit*jiresr to rln* fpiiirn.
t4j;«M thruutfb Crate-bars,— The usuhI prnctict? is, air
( \'i 505 ••f ni'M "f l\\v Knue ; the lorn*"!' lli« ln-lffr, ro avoid
(]« air supply liy oliuk»*r: but with coal froe from fliiilter much
|)ace may lie used uitlioiit delrimeiii. Su'b paper liy F. A.
»ns. A. S. M. E.. vol. xv. p. M3.
_ PI!RFOUinil.NC£ OF dOILRRf4.
tti^ani eripiue, vol. i. p. 3-T) irives tlifi falliiiviiit» rormutaa for lli«
i.-€jttl ani water coiisiuntHl in 8t*;am-bi>ilers per square foot of
Br hour, and the rnllo of the lie«(mg-»urrn(» to tlii; area of tlis
TaCer taken as evaporated (roui mid at 2lii' F.
allers.. tr = .(h'g2r' -1- B.Sfte
, w= .OIGr'-- 10.25c
'Hisitie boilers w = -OOSr'-- 8.Be
feTjoilers leoal-burnltiR) to = .OOfli' + 0.7c
»e Ixjilersd-oke-buruiDg) ie = .0178i'' -(- 7.94e
J fit = WHight of waterin pounds per squaro foot of grate per hour;
c = pounds of fiiHl pi'r Mjuare root of grate per hour;
r = ratio of heatinj; to Krate siirfatp.
ire miiiimtim rates of troiiFumptinn of fuel below which lhes«
are tiot appliealile. The limit varies for each kind of boiler, and it
.h the surfancrnti", U is Itiipiiwed by the fact that the niaxiuium
ve power (if fuel Ua fixed ipiaiidty. and is tuiluially at that point
• re<liictir>n of the rale of ennibiisliou for a plven ratio procureathe
n Into the boiler of the \i hole of the propnriiou of liie heat wbicli
'lefor evaporation. In llie omnbuslion of icfod coal the Itniit of
l»e efHcieticy may be taken sg nieasiuied by IS)^ lljs. of water from
12« F ; niid in ibat of t"""l '■•►ke by li! lbs. of water from and at
3ased on thene lorniuhK (.lurk tjives llie following table:
rative Perforiuaiice orsteatu-ballcm for Inrreaalue
t«a of Combiiatlon and dlfl'ereiit 8urftic-e-ratloa«
For UestO'ial: siirfaceratio :w.
68jl
lao In H
ipidly ■
I, air- ■
I
I
Water from and at.
JWa* F. per hour.
Per Bq. ft. of Eiate
Pmf lb. of coal
Per sq. ft, of erate
PerU). of coal
Per sq ft. of grate
Per lb, of eoal.,
Persq. ft. of grate
Per lb. of coal
Fuel per Square Foot of Grate per hour.
!u pounds.
Ili'i
OS S*
.w
to
57
1I.4
10
15
lbs.
lbs.
111!
561
ll.fMl
tO.HB
117
ICS
n.ou
]].-£>
U.S
i:)U
U.3
!l 01
10-j
151
10.5
10. ai
so
so
40
lbs.
lbs.
lbs.
•.Ml
31 IT
(IM
JO.SG
\0.&
lO.OO
iilU
S«
4-.'4
lit fl.i
10 OH
Itf.ttI
IVB
•M.-,
3,-.l
H.B5
8..«3
»",
ai-i
OTO
:m
10.10
997
».90
50
Surfaee-ratio 50,
10
Per sq. ft. of grate
Per lb. of coal...
Per Nj. ft. of grate
Per lb. of coal
Per sq. ft. of grate
Per lb. of coal
Per sq. ft. of grate
Per lb. of coal
loUcJen (all belovr the scope of the (oruuhie tor J
Hie text.
csa
THE STEAM-BOILBB.
Siirfftoe ratio 7&,
Locomotive.
ao 40 60 M
H)s.
Per «i. ft. ot Krste. Hii
Per II). of coal 1 ll.Sfl
lbs.
10.97
|I)S
HI
General Coudltlona irhlcit aecare Kron
bollem.- Ill >!e<ii*i'il. iliL' hiKhest rfsiiltK are inoliiooll
turf of tilt* c-8c».[<ing ga«ps Is tii<? least. An exniiiinatloa
iiiaJi? uj- Mr. O. H. Barms in his Iwolt on ■•Boiler Te«t
tests made by liiin, six lb uiiintx^r, in which the leDi|i
averacw, that is, 375° K., and coinpsringwltli flvi? trstst
ftlurt! IS lens than 87.%°. The boilers are all of tba conin
anil all use anthiavite coal of either ef^ or broken hIi
tt>Mi)>erature!i in the two a<TiA8 was 444° anil 3i:i° rrspt
ference. was 101°. The average evaiioiotioiit! are 10.401
Kpectlvely, and the lowest reuull eoriespouils to the en
temperature. In theiie tests it npiicai-s. therefore, tlia
In thu teniperaliire of th<i waste gases secured an lucres
of (W. This result corresponds quite closely to the
temperature of the gases by means of a flue-bertU
W was attended b^ an increase of 7% in the evnp-
A Hiniilar cornnarison was made on horistontal i :
berland coal. The average flue leinperatuie in 1
average evajioratlon U 11.94 lbs. Six boilers hove iliii|
• he a»erftf?e of which is 8W, atiil these pi\e an jiveraite^
lbs. With 67° lrs.M teiiiferature of the escaping j^asesl
higher by about 4X.
The via»teful effect of a high flue temperature is exhibil<<it I
than those of the horizontal tubular class. This source of <
to lie the main cause ot Ihe lo» economy produced in Lhow 1
whiL'h are deflcienL in healinR-surfaep.
Hflation hetii-een the Heoi imi-fwfncf ami date (U^
Hiffheat Efflciriiey.—X comparison of tlin-
boilers with anthracite coal, the nitio of I ■
l»iii(rS6.4 to 1, with three other tests of sin m
waa48 to 1. showed nrnctically no difference in iji'
8how8 that a ratio of 36 to 1 provides a siifllcient quaiitU
to secure the full efflcieiiey of aiitliracin- rr.nl «li.'r.tliel
10 not more thuii IS lbs. per sq. ft. of f;:
In tejii.s with bitiimiuims coal an inn
cured a suioll inipruveinent in iheevui
lempernture i»f the escaping pases tiidnM-
wnul-l l>e beneficial. Amone the hiph resiili
tal tubular boilers using htiiiiniuouscal. 111. ^
is.vt.l to 1. This bi Her gave mi evaporatu'ii ■■! I-' i; ll*,
lu'ller riiriilslies another exanijile ><f liitch perfurniniice. an
\1 ti \U» liaviug been obtained with ImIiiiuiiious conl. mhI
nilliiisO&to 1. These exami>l'-K indicnie tliit a tni)C| ~^
heailnesurfnce is required for uiitalninK the full er
conl than for boilers using snihraille onal. The tpint*
itig Eases in tiie Kjiiiie I oiler is invnriiilily bii
liseiFthau tvlien anthracite coal is nse.l. Tb.
when bituinlDotis coal IF us4.>d Interferes win,
face, and md increjised area is deniiitrdeil us mh '>:
<lepofflt occasions. It would Neetii iheti. (hat if h -
for nnthmpUe coal, from 4."i to Wi shuuld be prov..;
I" 1 ' !"'cl«lly Incases whtrrc the rate of «x>iiiiii-.i
11 uf grate per hour.
►f tiit<e9 cotklrola the ratio t<elweeii III* «r
111 '' -' A. cenalu mlolniuiu uikouiii of
wtili nnthraolte coat III ilie eotwlj
ratio of ni-ea of Kr«t«-«iuf«c» I
Tlie I'lincliisloii Is dnmrM llMt I
!• obtat(\<<i wtona <.>>« >
PERFORMANCE OF BOILERS. 683
ririus coal ts biirni>d the requirtMiients appear to be different,
lar^e tulie o|:i^iilnK does not wem to make the exira lubfw
I UituitiiDoiiA conl is used. Tlie hi(ttie.st re.siilt on any lioilfr of
tubular cla-ss. tired Willi bimiiiiiiouBcoal. ivus nbtiiiiied flhpre
riK w»8 the larRe.sL, This gavn ati evapoiation of li.t' lbs.. I he
kurfaoe ro tube-oiieiiiiiK bein^ 5.4 lo 1. The tifxl higliest re-
H>8., the raiio l«iUK 6.U to 1. Three liiKh i-esuliK. BVeragHiJT
obtained when the averaire ratio waH 7.1 to 1. Wiihout golnir
he ratio lo be iJeKired whi-ii liitiirainouseoal Is lined is that
lutje-openiiiB haviu^ an ai-ea of from 1/0 to 1,7 of Ihe^rnle-
mpplietito medium ratesof coinliijslionof.say, into l£ll)y. per
her hour, 12 sq. ft. of waler-heaiiag sui face being aP lowed |ter
D of results obtniiied from different typew of lioilen* leads to
nclUBion that the economy with whieli diflferenl types nf
iilepenils much more upmi their proportion.^ avKl the i^ondi-
liicfi they work, thau upon their type ; and, moreover, that
)portlons are suitably csairied out, and H-lieu llie eonditiona
the various types of boilers give snbiilaDiially llie siiiiie eeo-
Of ■ Steam-boiler.— The efflciency of n b<<lter is the
the total heat generated by the conibiiHti if the fuel
Id ill heating the water and in raising steam. Wilh nnthraeite
bg-value o( the combuxtible portion in very nearly H.nOil
„ equal to au evapuratioo from and at SI4" of It.SCO -»- 'M6
:er, A boiler which when (estud with anthraciie enul showii
of 12 U)a. of water per ii». of €?omhu»'litde. hax an efflcieney of
a flKure which is apin-uximaled, but M'arrely ever quite
best practice. With bituininovis oool II is iieoes^nry to have
of its hoalin^'power made Viy a coal calorimeter before the
boiler xmitie it can be detennined, but a close e.sliinal'e may
i,tJie chemical analvslf of the conl. <See CoftL>
tts between the efllcieiic* obtained by leat and IOCS is the sum
pH wastes of beat the clilef of which is the necessjury loss due
kture of the chimney k"^^"' If "e have au aimlyNis aud a
'^ ".errnination nf ihe hcar-iiie-power ot" the coa-i ([ia-i>perly Kant-
»erii){e analysis of the cliimney-KH.sea, Ihe tiiiiounts of the
be determined wilh approximate accuincy by the method
or THK Coil. ^ Anai.tsis op thb Dry Cbiukicy-
Seini-bituuiinouB. OASEa, ay Height.
80.!i5 0. O. N.
4.50 CO, = 13.0 = 8.71 !>.H!)
2.70 CO = .',' = M .11
1.08 O = 1J3 = .... ll.^JO
8.9-i N = 7.V0 = 7S.(»
iUO.O 3.80 'Jl.aO 76.00
lOO.OO
. of the coal by Dulong's formnla, 1 1,'243 heatimlls.
liiifC collected over water, Ihe moisture in them is nut deter-
Itfuse as determined by boiler-test. lO.'ii, or !< nvire llian thai
8ls, the difference i>pi L'sentiiig carbon in ilie ashes obtained
re of external atmosphere, 80° F.
miidlty of air, OOjt, corresponding (8ee air tables) to .007 lb. of
b. of air,
lire of chimney -gases, 600" F.
iaulls:
In the chimney-Kflses beiniir 3.8jf of their weieht. the tol
pu»e« per lb. of cartion biirtied is tOO ■*■ 3.8 = 26.3-> lbs. Hini
tied is HO,55 - 2 = TS.K* of Ihe weieht of (he coal - -•■'ht
» per lb. of coal is a6.:« x TS.Ni -t- llXl = •» fi7 I'
of cool furoishes lo tlie dry chimney -gases .T$
~J^too= .oei4 ib-O-.m total of .8m, mv J
'J
•btV
€64
THE ST£JLU-BOIL£B.
I
I
me n
Rir f-
bunieij coiiiUiUecJ iH^ li>. SI.
bustion. Of ihii. iXT lb. is r
come from ilie air. Thtf qua'
eootiiiiiiiieSK I'J weiclit cf oxjgeiit ia .SSi t- .;£J ^ I.e. »>., i>;^'lii
the 19 S5 lljs. olrpad; foiind pives 2t 39 Ibe. as the qiiAMiljr of lilj I
plif-d to the furuaee per lb. of cool burned.
Th*! air carried in as Tapor bi .OTTl lb. for each lb. •
= O.IS ll>. for each lb. cf coal. Kach lb. of coal coi
ture> which was fTaimrated anl ra. titO into tl.i? •-i,ii,
of H per lb. of C'lsl when bill ■
From the annly>ilx of tlie r'
the carbon in the coal was 1)11
We now have (he data for "alcuJaUui; Ihe various lo«3 oft
ftn- each pound of coal bumea :
a<).OT ll>s. dry gas /; (500* _ 60-i ■ r-y. ii.-ni <■ Ji =
.16 III. vapor in air x (SdO* - tiU" i k sp. heat .48 s
.OAI lb. moisture in coal hfBt>'fl fn :ii w" !o -JIS* -»
" evaporated fi" '•j; s
tteaiu iheateO .48 b
.40fi lb. II,<1 from H ; - <«S =
A^%i't III. r hiirn*^ to (■« ': i"— - i-v iiir>'iiM'i''i*- ooni-
biisti.>n. .WiT x (14544 - 4<5I i ' =
.(f! lb •■iMil liMi in asbes; .0^ x !4.Ml =
Radlalifin anil iinaccoiiiitetl for, by ililTeivnce •
Ullliz»il in ninkiiii; Klfnni. eqiiiralRnl ernporaUou
10 ST lii» froiri HU<] nt 218* \vr lb. of COal « lt,Pll •
Th<> heal lost b>' radiation from llie bolier and fm r
mined directly, espeoiallj- if the Imiler is enclooxl i:.
tectetl by ni.ii-oin.luclinir coverins. It is cnslomarv
lost l)y rndijilion l>y dilTerenw. tliat Is, to clianer radial
lost wliicli i.s tiDi ollH'iivise (icc<'unted fur.
Onff nteihn.1 of det^Tinlnlnc the losj* i>y radii'
of the >:nite surface and build a sirmll (lr«« im i
TE8T8 OF STEAM-BOILER.
es5
r
m of hit required to burn a pound of carbou may be obtained
B ihe analysis by volume by the followingr formula:
If air reqiirretl to burn ( _ i 1 JJ^CO, -f O) -f CO ,(,.„.
pound of carbon ( 8] CO, + CO | '
COv ami CO are the per cents, by TOlume, of IheHererAl eoa-
Uienue gases.
fer pound t _ .1 Lbs. of air per pound I „ J Per cent of carbon
f "I of carbon f ( In coal
to volume at teinperalure of SS" K. make use of the foimula
t*, = 13.387 ,x lbs. oC air per pound of coal,
TESTS OF STEAira-BOII.KRS.
«•«■ at Kbe Centennial Exhibition, Phlladel>
r6. -(.See Reports and AwhkIk i.Jnjiip X-X, JiiiLiiialionnl lixliiln-
167S; nlso, Clark iin ilie StpauifHK'"'.*. *'i'i. i. V^-V '-i-'iS.l
re tests were made of fourteen bdilers, iikIii^ ^noil nnlhinoite
Mler, the Qalloway, being tested wilb both nnilirnoite ami senil-
fecoal. Two tests were lunde wilb euuli boiler ; one oalle<l llie
mi, lo deleiuiine the economy and cnpocity at a rapM rate of
ffthe other called tbe economy trial, to d».terniln<* the economy
p at a rate 6iippost;d lo lie near that of innximuin et-onoiny ami
;iir. The followinK table Kives the principal resulu obtained In
ly trial, t'jgeilier with tbe capacity and evoootny flgurea of the
iai for compH.i'iS'jii.
Economy Teats,
Cftpaeity
Tests,
C i.
P
ii
£|
3 i-
lbs.
i
a
'S
»
c
a
■3
<
a
s
1
EC
fcx
1£
3fe
fix
6
i
5
s
I
a
s
03
£
9
1
i
0
1
i
o
u
»
k
O
X
is.
,
p.Ct
llw.
Ills.
deel %
(leg
n.R
H.P.
lbs.
v.'.'.'.'.
IU.3
0.1
10.4
a. 25
iv'.OTi ■■m:...
41.4
*i 15
119. S
07.«i
148.0
68 4
10.441
12 0 10.4
I.IVH
U.W,s
415 . ..
11.0*4
1 >• • - . ■
30.6
n 8
11. a i.sr
ILttiJ
■S& ...
0.4
47.0
69.3
u.ica
H.8
lu.i
II.12.4J
I1.0O6
411 1.8
09. H
125. <P
11 0-.'.',
^itoox
.'J7.7
10.0
11.0'.' 4a
ii.s-.'a
SWil 8.7
i.'ffl.n
IHr.fi lo.!WO
33,7
O.ii
11.1 3.68
11 583
SOD! ..
1.4
loa.a
lt:i.}<]ll 216
l"^\
28.7
7 9
s.ss.ao
13.125
325 0.8
90. 0
125. 1 ,11.609
1.^.8
8.0
lo.a •.'.;«
11.039 420^ ...
Tiir
fi.li
.W : » 745
^7.8
U.I
H.5 S.75
10 fl*) 517, O.B
82 4
]«.'< 4 0 8K9
«>.7lta.3
&.b 3. so
lO.S^Hl M4I....I90.5
147. r.
iiw.N' n.t4S
-p« . > .
17.5
».:
9.8 l.dt
lO.HlH
417i....iI5.7
88.0
l.-K.h, 11 .^68
SW.9
10. H
9.0 .l.RJ
lo.aia
6.6 ..
81.0
iiii.9 M sin
>»>•••*
88.5
9.S
11. •! 1.38 10.041
11.0 4.44 10 (Wl
4.30
4.81....
78.1
lOh.n, 11.1174
......
14.0
8.0
374
6.»i ...
51.7
II?. nI 0.a«6
19.0
8.6
9.93-12
9.cia
574
11\-
45.7
d7.2| 9,*J^
ii.ias ..
a-).o
tlO.8
-0^
I'rnj
triaon of the cc'Uomy ami L-apaciiy trlnls sho
«s 1 ha
1 iin :iv
•pacily of 'M y-ei cent wn... .ittrnde.l Ijy n cli-
^ but the rrliilirtn of ecouuniy t-i rale of <lri
crease
In -.■ciiioti
■inc v«
rii-il (/real
nil Uillers. Id the Kelly Uiiler iin inoim-p ii
eupju
)!.- ' ."^ 11'
Iniled by a decrease in ecorioin3* of over \H
twv
'wUJi na Increase of sa per ceut iu caiific
vsl
Oitoax
V
»
686
THE STEAM-BOILEb.
I
One of the most Important lesKOOs Eained froro lli« above |
thpre Is no Decessary relation between tlie tjpe of a I- ' - -''
the five hollers that gave the bej*t results, the toi ■
tween ihe highest and lowest of the five hejui; onl'
tube boilers, one was a horizontal tubular boiler, oi
bluation of the two types. The next bollpr on the ii
Internally fired boiler, all of tlie others beinfr extern-
la a biief description of the priDCi|ial conslructiTC f^.
boilers:
!,-.» j 4-ln. water-tubes, inclined SO* to h
^"^^ 1 draught.
Firmenlch 8- In. water-tubes, nearly vertical: revrrtnlil
Lowe Cylindrical shell, multitubular flue.
Bmith.
Cylinilrical shell, multitubular flue— -«■
side flues.
BalH!0ck& Wilcox.... ■j«>f:^n^«'^r;yjbes. inclined I6» to
Gallovay CylindriL-al shell, furnace-tubes and i
Andrews Square fire-box and double return multl
n.rrt.on J 8 slabs of vast-irou spheres, 8 In. lu
uarnson ■< versed draught,
WWand U-in. water tubes, vertical, with lnc<
Anderaon 3-in. Hue-tubes, nearly hori?.
g ]._ I Sin water-tubes, .-llKhily II
' ) internal diaphraeni tu pn
Exeter 2T lioUmr reeinri({ulnr on.ii. iioii ^lHll>
Pierce Hotatinfl^ horiz'inlal cyliniler. M iili fiup-nit'T^
Rogers ft Black ... Vertical cylunlrical boiler, nit h •■■^■•-\u:,\^n't
Te*ts of TnbnIoBS BoUers.— The followin
H. Lewiianl, Assl. Enjir. U. S. N., in your Am. Hoc. ,
testa were made at different limes bv l>oard^i of V .s .»ii«ni rm-i"-
eept the test of the locomotive-iorpedo boiler, which wim maOe la E
d
Evaporallou
from and at
Weight*, lbs.
ti
sia« K.
i
Type.
a
E
i
■"3
u
CS
I.
1
r
?
i^
r
sS
i
804
68.9
BellevlUe..
18.8
10.4V
5 S
0.4
E 40,670
S 4«.I70
10 t
Kai'
a
HerreshoS
i g.a
85.8
10 23
8.68
8 1
6
«.l
28.8
IS tf.MS' 08
S 3.050 30
14.8
4.8
18
Jrt
3
Towne
1 4.3
84.5
|!t4
6rr
8.7
63
10
80.4
E 1,880 ITS
S 1,640 56
81.8
8.1
S Ii
1
4
Wunl
T.B
• 15.5
10.TT
10.01
17
5.8
11
E 1.883!'5*
S 1,930.^
Wt
62.5
7 01
10
»1.S
B
Scotch.. ..
J 34.8
u.n
8.8
11
E 18,900 t»
88
l».06
\t.%
16.8
g 80,000: go
e
Loco tn Hive
DH.S
17.1
80S
i; r
\\
torpedo.
1lJ0.8
•.H).0&
36.8
\i
A
7
Wart
55.01
8.41
0.47
8S.I
I.S
■
/
Tbomy-
erott. fP.
S.&CuBh-
)•
V
T\:.
1
l\«TX«<tat4
M
^Hii mot
■
hi
,•...
otlMini
tkO«
.KV"
ea.
d
r
TESTS OS STEAM-BOILEBS.
DmSSIOHS OP THX BOILKHS.
687
Klin.
I.ft.
ij;:
3
8' B
7 0
11 0
615 S
SJ.IT
804
23.5
9
4' B" 3' B"
3 8 S 6
4 0 3 8
69. B i!0 3
B 4.S»
SOS
SS
75
17.6
8' 2"
1 T
7 a
42.7
8.68
140
39.S
V 0'
9 0
57a. ."i
31.16
133.3
16' 8
e 1
7 8
630.3
IS
lt]6
311.8
JO' 3
4 6 t
1) S
729.3
ce.5
2490
37.4
8
10' 0"t
r oj
» ut
SBOt
38.3
2375
63
* Diameter. + Diam. of drum. |Approxinialt>.
per I.H.P. is estimated on a banie of 80 Ihs. of water per hour
wxp«H:iini: the Bcotcb boiler, where 25 lbs. have beeu usea, as ihia
Iniited to BO Iba. pressure of Bte&m.
ling Approximation 1b made from the large table, on tlie assiimp-
eva^Miration Tariea directly as the conihustioo, and ib lbs. of
foot of grate per hour used aa the ujiit,
toiler.
Com
busiioii.
Evapora-
tion per
cu. ft. of
Space.
Weight
per lb.
Water
Erapo-
rated.
0.50
1.00
1.00
l.W
8.90
S.SO
0.50
O.IB
i.ao
0.44
O.Sl
0.S8
8.02
0.72
1.18
9.40
8.70
1.27
2.10
0.60
0.67
1.61
o.ao
9 so
0.90
1.30
;
8.30
8. SO
1 S3
iflle boiler has no practical adTantn^e over the Scotch eitlier In
pled or weight. All the other liihuloiin boilerii given greatly
bcotch ill these advantages of wfii^lit atid space.
trb Ratea of Eraporatlon.— fug'!/. May 9. 18^, p. 4IS.
Locomotive. Turpeilo-lKiBt,
eroq. ft. H.8. per hour. ... 12.5" 13 73 \■^.^^ 20.74
lb. fuel fromaiidatSlB". 8 23 8 94 8.97 7 04
t traiiBf'd per eq. f t. of U.S. 1S,14S l.V'iOS 1S,I13 80.034
580 .637 .542 .408
jful K these flpures were corrected for priming.
bjr Kliccted by Hcatliis the Air SappUed to
trnaces. (Clnrl!, ,S. li,)— Meunier and SLheiiriT-Kestiicr ob-
[11 7% (ti»-nter evaporative elllciency In summer tlian in winter,
4ne lioilnrH imder lilce coiiillti'ins,— an excess whiclu had been ex>
Ihe difference of lo!!S by rndiatioii anil conductiou. But Mr.
iiiirmi<imK tliat the tr^iii tiii^^it be dne lu fianie degree also to the
iperatui^ of the air in sinniiuT, ninde coMi|»«rative trinlH with
of three bollerR, each working one week with ilie heated iiir,
ft-week with cold air. The following were the aeveral elHclen-
Irill
BCOll
|f tRST Tbials: TaKKE Boilkrb; Roncbahp Coal.
Water per lb. of Water i>er lb, of
Coal. CombiiBtlble.
eated air <ia8» F.) 7.77 lb«. B.95 lbs.
r colli air (68° .*» 7.38 ' 6,68 "
ereoce in favor of healed air ... 0.44 " '*
oxa Thulb: Sauk Coal; Thbbb Otshi
»t«1i,lrfIX'.4F.) 8.70 Iba.
1aJri7S'.-j} 6 09 "
»to/«roro/lie«tod'i]lr'.*.'.!i oie: '•
THE STliAM-UOlLER.
I These results show ecoDoinlas in favor of beatiiig th» «lr <>f V I
Sir. PoupartJin believes that thp cain in eflU-lenpy In iJoe <
better coiiiliusilion of the gasf^s Willi hnatod air. It nus otorrr
heated air the flames were much shorter iiiid whiter, ajitl tlutl
tootnbly less smoke from thechlniiiey.
• All exteiiBive fierles of espeiiiiienig viae made by J. C. Ho
Jl, S. M. E., Tol. vi., 6T6) fju a " Warm - blant Ai.iiMniiiiii " (q
heat of the waste Kases in heating the air iiupp
paratiis, a& applied to an ordinui-y hoi'lzoritnl >
81 feet lone, with 65 3!!^inch tilht'S, cODsiste.l ol
throuBli whioh the hot pose.n pMsed while ih<-
The net Bavliip of fuel effectea hv the wann bl:i
the fuel u?ed with cold blast. The eomparntivr
toUowa, in degrees F. :
Cold-blaHt
I Boiler.
f Inheatofflre »JB3
At biHd«;e wall 1340
Insmnkebor ,,,. 378
Air admiiteii to furnace S
' eteain and wr.ter in tKiiler 900
GBBes esoapinB to chimney 873
External air 38
*
With anthracite coal the evaporation from and at S19*pi!r fb.<
Ivan, for the cold-blast boiler, dayH 10.85 lbs., days and nigtiU 101
It^ie irttrni-bliii<t boiler, days ]\.H^, dayn and oiehts 11.03.
Results or Tcato or Helue IVater^nbe
DlfFereut Coal*.
(Conimmilcated by E. D. Ueier, C.E., ISM.)
Number.
Kind of Coal,
rtr et-nt anh ., ,
leatiiiK-aiirfnee, so. ft.
Irnl^'-Kiirfae'e. sij. ft
iBaMo 11 B. toO.S
ICoal per »q. ft. Q.per hr.
fti'ster pf-rsq. ft. El.S.per
hr. finni and at 312°....
ITater evap. from and at
S12° per lb. coal. .
Per lb. combustible.
Temp, of chimney erase*
faloridc value of fuel. . .
tfflcieticy of Iwllcr |i»tc.
BOILERS USINO WASTE GASES. C89
Boiler Efflcleucy tvlth Cniuberland Coal.—
1. of vvatei- pfi- 111. <!uinljii>iible from uiirl nt ^'l"-i" is ubollt the
lOration tlinl can In* oUlaliiod from Ijie beitl Hlrum fiifU ill the
0, such as L'liiiiliOilaiHl, r'lX'ahOriliis, and C'learflc-ld. In t^xcep-
SS lbs. has befii n'nchi-iJ. ami one ttut Is on reooril (F. W. Dean,
Teh. 1. 1894) ijiviinr iS.vJM llis. Tlie boiler was intwrtiallv tlrtd,
re type, B2 inclies diameter. 31 feet Inn^. ultli 160 3-iiien lubes
^ Heating surraff.liiSS sqiisiffeet; Kruiesiirfaoe, 15 square feet,
ne ihH I^Kl lo Wlii wjuiiie feel. Double fiiriiaee, with (Ire-briclc
longciiinbiistioii ciminber, Feed-wtticr Iwster in smoke-box,
[ are ilie priDciitnl results :
iBt Test. £d Test.
Bed per !>q. fl, ofKraleiwr hour, lbs 8.85 16.06
Bcr sq. ft. of beatin^-»iirfaee per hour, lbs 1.C8 8.00
roiii and at :^1^ per lb. coiubiislible, in-
ed-waler heater 13.17 18.88
■ted, excliidinir feed-water heater 13.H8 1«.90
► of gases after leaving heater, F 360* 4W
BOI1.KBS rsiKO WASTR GA.SB8,
loning Bollem for Blaal-Furnace*.— <F. W, Qor^on,
■^ Trans. A. 1. M. E., vol. xii., 18tK).)
^'» recouiiiieLdatioii for proporiloiiiiiK boilers when properly get
blastfurnace K°* i**^ f°'' coke practice, 30 sq. ft. of heating-8ur-
of iron |>er J4 hours, which tlie furnace in ex-j>eirtcd to make,
llie beBtiRK-surfftce thus: For double-flued Ijoilers, all sheli-
ped tn the g&Keit, and half the flue-surface; for the French type.
■ed eurface of the upper boiler aud half the lower bo'iler-
crlindriual boilers, not more than 00 ft. long, all llie heating-
re must be added a battery for rela; in caseof cleaning, repairs,
n tluuione battery extra in large plauta, when the water carries
lite practice add liOf to above calculations. For charcoal prac-
if.
I to the author in Ma.v, 1801, Mr. Oordoii BayK that the hlagl-
Uce at tlie time when his article (from which llie above extract
written was very different from that exisliiip at the prtisent
^ more ecououiicul engiueH are beiug introduced, »o that lesw
^ of boiler-Kiirfrtce per ton of iron made hi 'J-1 hotn-K may now i>e
ft aays further: Blast-furnace gaseti are >ielduin used for other
ErequireinentH, which of course Is throwiiiK away good fuel. In
rnoce in an ordiaary good condition, and a eondillon where U
I maximum of blast, which in in the neighborhooil of 'X)0 to 225
inoffpberic nieasiireineut, per m]- ft. of Keclional nrea of hearth,
te the necessary H.P. with very small heating-surface, owing to
M of the escaping goseii from llie boilei-H, which frequentFy U
I.
I making SOO touK of iron a day will coiwiirae about COO H.P. In
i eugine. About a pound of fuel i» required in (he furnai'e per
; metal.
» it requires TO cu. ft. of air-pl&ton displftceuient per lb, of fuel
rSi3,4<KJcu. ft. per minut« for 'JOO tons of metal in UIM working
_Jay, at, say. 10 lbs. discharge -pressure. Tlib* iH eqoal loOU lbs.
!e Bteoin-plstoii of e<|iial area to the lilant pistou, or fMK.ll.H.l'. To
for hoisting, punipinnand other piirpose» for wtmli xieam Is em-
ind blast fumuces. ami we huTe IIUO H.P., or &iiy 51^ H.P. per
fcr day. EHvidlnu tliit* into 30 give.* approiimately 5^^ ^''ll- "•■ f' ^B
■icp o'r hniler per HP. ^B
fbbe Bollern ubIuc; Blasurkirnace Gascn.— D.,Q^H[
tDS. A. 1. M. K.. xvii.5Uin?[H)rrK a lest of a water tllbt' boiler iisiu(^Bl
:e ga:« as fuel. Tlir heating surface waK £S8&|^^|^|^drvrl<i]M<<
fDtennial atandardi, or .'i.OI llw. of water f^^^^^K^ '^ '"*
»tlng-H"irfBce |>er hour. -Some of ili ""■
!■: Ciilorinc value of I lb. of tlie
initial lemjierat UJ'e. which wiis li
f the gna = 0.iHh. C/ilmney ilniUL'lit ;'.
690
THE STEAM-BOILBB.
gMet, T7B* F. Efficiency of Uie boiler calcnistod from
and analrses of the i^»es at exit and riitraiice, 61^. TIm*
were-as rollowa. hydrocarbons being included in tlie nil
By WeishL
1
At Kolrani-e.
At Kxit.
A« Enti
CO...
10.69
.11
ac.71
2.M
11. 4A
M.S7
3 OS
1.78
IM.80
7.19
.7«
7.M
o
CO
ClnCb,
CInCO..
Total C...
steam-boilers Fired with Waste Gases (Vooi Pli44
and HeatlU;: Purnacea.— The Imu Aae. ApHI O. l^tUS. cunla££«*(
of a iiuiiitier or tests of 8CeaDi-lM>iler» iitiliziDK the waM^ brat Iimii
dliiig and lieatint; furnaces iu rulliiiK-uilUs. Tlie followltie pni<«p«l<lll
selecied: In Kos 1, S, and 4 t)ie boiler is a Bnbooek i Wikw* MM
boiler, and in No. 3 it is a plain cylinder biiiler. 43 in- dlam »ut ff fl
No. 4 boUer was connected with a beaiing-fumace, Lbe otiirrs attk fal
tiiraaoea.
I
«o.l.
Not
Ko.*
109S
riM
la
19.9
18 •
ll«
S3
»;.«
Ml
Mao
2!e»
im
3.3
I. If
ItT
B.9
«.£«
•Jl
....
7.W
«Ji
Heatlng-surraoe, ko. ft
Grate-Burface. sq. n
Batio H.S. to U.S
Water evap. per hour, lbs
per sq. ft. H.S. per hr.. Ihe...
" " per lb. coal f rum and at 21£*.
" " " '• comb.
Id No. 2, 1 .38 lbs. of Iron were puddled per lb. of ciial.
In No. .?, 1.14 lbs. of iron werr ijuddlttl p<'r Ih. •>( oonl.
No. 3shn\vs tlinl an Insnfflcienl Hmnunt of bealingaurtaoa ••■ |Hl
tor the aiuouuC of waste beat available.
BVLESPOR COIVDVCTING BOILKB-TSSTi.
The Committee of llie A. S. M. E. on BoilerteKlA, LnatUUmttt V* I
(chairmao), J. C. Hoadley, R. H. Thurston. Cha*. E. Enerr. i>* fm
Porter, recommemled the following; code of rules fur tetbkn^tB^
Tol. vi. p. 856):
PnsuMtMBii* TO A Tsar.
I. In preparing for and conducting triaU of steam-boitan (
Lobjeet of tne proposed trial sliould be clearly <leflned aoil (
l^iew.
II. Measure and record the dimensions, |x«ltiun, etr.. iif craMtl
►tag inirfaces, llue« and ,■>■■ — -■•^-^ ...^...-^rtlon of air-space ta t^Jf
[face, kind of <lmiielit. 1
III. Put tlie boiler lij j lAve beatiue kutfaf** i
,..! .„,, ,.,.„,.. I..,,.. „„ ...„ I. 1 , 4q
riioK.t fuel nini iMiiiiedinleiy cluaiug daui{trr.
I llirouf;h ilif leakK.
' ftve an Ul"'i..i <;uiuHni. H il», 111.. l...ni..ft III ......
Dade aa to I i
vet. a aaiui
f,f III. .!,<:>
• VV>u -aiAto^at^ Vut 1
EULE8 FOB CONDUCTING B01LEB-TE8TS. 69
illff^hsny Mountains and «Mt of Che Missouri Rirer, Pittsburgh lum|
J bt" used.*
all important tests a sample of coal should be selected for cbemii
stablixh the correctness of all apparatus used In the test for weiRhing
Muriup. These are; ]. Scales for wi-ighing coal. nshe*. and water.
■8. or water-meters for measurliiK wnli-'r. Water- mi-ti'rs, 03 a ruH
only tx? (used &» a ch»?ek on other moasiirHiiients For accurate norli
crslinulil bt* weighed or mea&ui'ed in a lank. 3. Thcrnionielors and
iters for taking- ternpcratui'es of air. Rteaiii, feed-water, waste gases,
PrfSsnre-cauKes, draiight-gauces, etc.
Bff'Ti- neKiniijdg a test, the boiler and ehimney should lie thoroughly
tn th-ir usual working temperature. If The uoiler ia new, it should
mtiiiuous use ut Ir'ast a week before testing, so as to dry the murtar
]:hl.v aud heat the wall9.
B-fore IicgiDUing a test, the boiler and connections should be free
''' all water cotiuiHilious, iDclii<liiig IiIdw aud extra feed pipes,
iiiected or stopped with blank naui^es. except the particular
inch water is lo be fed to (he boiler during the trial. In lo-
wliii<e (he reliabihly of the powerisso important that an extra feed-
UBt be Ijept iu poKliioD, and in general when for any other reaiioa
pipe* oih>T than the fe''d-|:>ipcs caiiiio!. I)c di>i- 'nnected, such pi|iea
kdrllle<l »o as to leave opeiiing!^ in their lower Hides, which should be
pnt throughout the test ns n inean.s of deceiaiog leaks, or accidental
itburi^ed oiiening of valves. Duruig the test the blow-olT pipe should
iyi used it mtist receive steam directly from the boiler beingj
.'i orn a steam-pipe or fi oiu any other boiler.
bH^ pipe i.s {jo arranged that water of «.*c>ridensatlc>u cannot
eh i >'r. If the sieaiu-pipe has Duch hm iiK'Iiiiaiiini thai th>i
M e- I :i from any portion uf tlie ¥ieam-pipe sy.stem nmy rnit
Ito the iMller, it must be trapped so as to prevent this water getlhig
« builer without beiug measured. <
BTAaTI.VO AND StOPPIKO 4 TCST,
<t should last at least ten hours of continuoai running. And twenty-
Oiirs whenever practicable. The condfliona of the boiler and furnace
'aspects should be. as nearly as possible, the saiue at the end as at
■iDDiae of ilie test. The steam -pressure shoultl he tlio same, (he
ievel the same, the flie upon the grates should be the same in qimn-
Id condition, and tliu walls, fliie». etc.. .olinuld be of the same leinpera-
To secure as near an approximation to exact unlforiiiity as possible
iditions of tlie fire and in temixTatures of the walls and dues the
Ing method of starting and stopping a test should be adopted
Slandiirrf Jfef/u/rf.— Steam being raised to the working pressure, ra.,
npldly all tlie fire from the grate, close the dumper, clean the ash-pit,
J quIcKly as possible start a new Are with weiglie<i wo<jd and coaU
the time of alartlng the test and the hei^jhi lif the water-level while
Iter Is- in i quiescent state, just Iwfore ligliling tlie lire.
St remove tlie wholf fire, clean the grates and ash-pitt
■•1 when the water Is in a quiescent state ; record the
^eas the end of the lest. The water-level slionld lie
lie same a.t at the beginning of the lest. If it is not
should be made by computation, and not by operat-
- t'ompleteii. U will generally be necessary to regulate
•'ii-.iMi from the boiler leKted by inesiis of the stop-volve
(Ires are being htiuled at tlie ijegiiirdng and at the end of
■ tr-i keep the Bteam-pressure in the builer at those times up
■ I ho test.
"(.—Instead of the Slanilard Metliod above descrif
•mployeri where local coiiiliitions render it nece
Icing and cleaning (Ires liove them bui-ned rat
ining, and then thorongldy cleaned ; note
„'raw as nearly as It can Ije estimate<l ; note
Me coats are selected because they are about llie onl; c
It the esMnttals ot excellence of qiiallev, adaptability to *
mem, grates, bo/Zera, avd metboda of ilring, and wide dA
•seeumtbon^ fii tJie msrketM. ,
icalH
I
1
602 THE STEAM UOILBR.
pressure of aleam ami the height of the woter-lvTcl— which <
Tiiedliim helKlit to lie carrit-d l.liruiif;liii(tt the lesl 'H i'— —4
note tliis timo as the lime of stailiiiK Ihe test. Fr
weicheil, should now b<? fliwl. TIih nsli pits sboiil
al oiicp after stnrtliiK, Before ihe ruil ■■' t1i,-i.,i i
liiM', jiiKt as befin't! tlie alnrt, aii<l the fi
leiiv*.- the same aiiiotuit <>r tire. uiKl in ih
tlie dlart. The water-level and steumj^^. ,. . ...
same pnint iisat the iitart, ami ilie ihue vi Ihe tfUtliitg of UteMatl
noted jusl before fresh coal is fired.
DrRtKO THE Test,
XII. Keep the Conditions Uniform.— The boiler jihouM be m
oudly, without gtnppiiiR for iiical-timeM or firr li..^ ,,r roll of m
steam due to change of deinund for stedm. i ' lielli(M
the rate of eraporHiion or combustion desir.- •- tna b '
should be retained constant duriuK the test b> hm itanipi
ir the hollur is uot connecletl to thn same ^ trt
an extra outlet for st«um with valve iu same -> •
ca.se the pressure should rise to that at which . _. .^ ^ .««
lie reduced to the desired poiui hy opeuliig the extra uultei, »wiMi
Int; the fires.
If the boiler U connected to a main steam-pipi* uiil> I'thrrbd
Bafelv-valve on the boiler heini; tested should lie s iu|
than those of the other Ijoilers, so that in case o: rti
other Ijoilers m«.v blow olT, ami the prejKure be !■ _ ... . , .^J
dampers, allowiuK the damper of the boiler being tented tu {«■■
nad lti'inf;a.s u.»iml.
All the coiuliljous should be kept as nearlv uniform an mutU^
force of droiiKlit, pressure of steam, ;i '! !»
cleaninp the llre_s will depend upon the i ri|
combustion, and the kind of grates. W -4,
combustiou uot too rapid, a ten-hour tf- r.f
of the grates, oiher than just l»efore tli- "i
of the test. But in case the grates havi ?
intervals between one cleaning and another t>li<<iiid
Xin. Ktvpinn Ihr RerortU. — The coal should lie "
the llremeu iu equal poitlons, each sufflcient fur a
a fresh portion should noi be delivered until i
Bred. The time required to consume eaeh i
lime being recorde-l at, the iiistaiii of th'in.; il
Is desiral>le that iit the same tini- .^^d ilUAtjl
should be accurately noted and p •■Jute all
in I lie boiler and tlie average pr-- i
during the lime. By tlius recording ihe. umuuni u( ixuer
suucessive Fiortii>n» of coal, the jvcord of Die test may I
several divisions, if desired, at the end of llie teol, to OIsoot
of uniformity of combustion, evaixiiation, ami ecoaom; al r
of the test.
XIV. Pi-iming res/*.— In all lests in which accuntcv ><t i-nulli ll
tant, calorimeter teste sboui
■f thepercei
,'. Al least '
I im
steum, or of tlie degree of ■
' dl
made during tliL> Iriiil .r tl
-o iimnv a>
I
average error lo
test ttirrected u.
On (I'.Ti.iiiit •
est <
Tin'
8CUI'>
Akaltses op Oabks.— MEAscRcalK^^ or Alli-krpri.T. rrr.
XV. Iu te-^l-s for piirp«iSHN of scifottflf re^.^nii-h In nhi'-b th» <
Uon of all I :
•bovUbe
I
aj..la ot il»«l
ullun, uf lb' •■
:S FOR COXDUCTIUG BOILER-TESTS. 693^
«aiii made by thn boiler^ of the lotsl bpat imparted to th^^H
the flne-eascs is an ei^ifclAlly valiiatile iiipthod of dpter-
■e value of dllTepent methods of UriiiK. <"" of differeul kinds
naVini; flieiw* »iiulyi<es great cant Khoiilil lie talceti In pro-
ipleB->iiice llie ctiinp^isilion Is Hft lo vary at diiTerent
and the analyses !ilioiild Iih intnislwl oiiiy to a thoi'<>ii|;lily
!t. whfi is provided with '.■oniplete and accurate appsratufi.
inatioiiv of the other variables mentioned above are not
laken except by engineers of hifb scieiitiflo attatniiients.
for iiinldiig them is likely to be irnprovod in the course of
I, it it! nut deemed advisable to include in this code any
) for making ihe'ti.
RECiiitn OK TBK Test.
af the le«t uhould be kept on properly prepared blanks,
ig» »» follows:
r«8.
Temperatures.
FueL
tf
p.
1 ■
, fe
g
a
i^
1-
OS
9
i
Feed
water,
Rkpohtino thb Trial.
al reBUlts should be recorded iiim<ii a properly prepared
d Include ax many of the foilowitii; ilem.s as nrn adapted for
H for which the trial is made. The Items marked with a •
for or\Jinary trials, but are desirable for comiMiiiisoD will)
u other soiircea.
lt«of the trials of a ,
rai.....,.,.,.,
itemiine
|5
I
I
irtel
tOXB AKD PBOPOHTIONa
complete description.
w — wtde....1ouer area
DKBurfoce
K surface
ter-heatinx surface to gratesur-
BliaOS PnESSt'RES.
lire iu boiler, l>y flange,
lain-prtosure..
0 preasumi, p(>r barometer..
MiKbl In inches of water.. .
|JU» temperatukes.
air...
laMiL..
hours
See nB/ereutw la paragra-itU |>rc«vdiDg Ukl
'I. •■• — -
'• ■■ ■■• . .. /( /.
I ■ I ■■ • !• I'.iii'i! fMlc-r "f •in;!
"■ "■ ;•'•■• I I. I II (III III III ; . 11 .',.
' '"-I- III I III III I'l III ill /- O.MWj.
,, . , . \>im''B \Xvu\«>
"""' "••••' """•••■' .uv. ••"-»5»-
If -\.\n,\\-\\\
LEB FOE CONDUCTING DOILEB-TBSTS,
695
water evaporated per pound of
from aiirt M'iVi?y.f
water evaporated per pound o(
Ible from Hiid «i 2Ii* F. S
atSROIAI^ EVAPORATION.
t water evaporated per pound o(
with one sixth refuse, at TOpoiimlR
ressure, from temperature of 100"
a3x0.7-J«9
IT« or COMBUffnOM.
tiiallj' liuriiril per oquare foot of
rf uc<? per hour
IPer BD. ft, of f^rate-
surface
Pertiq. ft. of watei-
boatlne surface..
Per sq. ft. of leHSt
area for draught
JkTE or EVAPORATION.
.porated from and at SIT' P, per
Matlog-Aurface per hour..
evaporated 1P^;„«^^°'K"'«-
' iTTno.'^IJlI'ersq.ft of Water-
.mofTltaf lieatiDK surface .
esaiire. | j ^^^^ ,^,, draught.
mWMtmS. B0B8B-PUWKR.
( thirty pounds of water per hour
pei from temptToture or lOO* F.
am of 70 pouiidsi RauKe-pressure
lbs. from and at Jli*) 8
er, builders' ratiug. at square
boraa-power.
le*eloped above, or b«low, ratinf({.
Iba.
Ib«.
lbs.
lbs.
lis
lh«.
Iba,
Ibe.
Iba.
Iba.
lbs.
H.P,
H.P.
per cent
ffBraporallon.-Ttie table cm the follnwin^ paKes was
nsbed bv llie auihur In Trans. A. S. M. B., vol. vl., 1H84. under
es for Facilitating Calciilations tit Boilertc-Kts. The table
ira for every 3° of t<^iuper&lui-e of feed-water from 3x'° to 314'
rjrtwo pounds pre-ssure of meam within Ibe limits of unMB|r}'
i-preasures. ^^^Sl
Kin the factor corrcspundlne to a differt'oce of .1° ti'mpenM
always either OMl or .008-.;, For interpolation to find u factor
er teinpeiBture between fi'i" and iVi". not given lu the table,
r for the nenresi teniperalureand add or !>i>l)ti'nct. as the case
if the iliff-rent-e in .tK«l, and .OUI 1 if tlie difTemrme is .Un3«. As
sea a factor of evaporatioM Ui three deeinml places is accu-
ly error which may be nindu in the fourtli di-clmal place by
8 of no practical importancr.
■ed In calculatiiie these fautornof evaporation arn th'i.se gl**
Porter's Treatise on the Kichard.s' Steaiu-enelne ludlcatoFi
Vactor = . , to nh/eJi jEf is the tolal heat ot ateavw aX^
anJ A Uie total {test of feed- water ot iba
5W
Tire STEAM-BOILEB.
™ TACTOBS OP BVAPORATION. 6d1^|
■M., Il«. M + i M -f 1 «» + 1 M + 1 M + 1 M + 1 n+\ 3t + 1 74+1 :• + "^^
h^oa»..T>.| 7S In In In Iss l» \ a |ii'|»i
If" 1 KtCTOna OF EVAPOK*TIOJI.
ic
I.0-J9S
i.oani
1.0807
1 1 1 ^
1 .0312 1 .0318| 1 .032:1 1 .ati9;i .0:»4j 1 .03-%| 1 .034|^|
^^L
1 oser
33
aa
44
49
r.& 00 6.', 70 7^H
^^M
58
84
7i
75
81
86 9ll 97 1.04021 1. 04(n^H
^^M
SO
94)
1.04>)1
1 0407
1 .0412
1.041«l.04'ffl 1.0428
xi m^m
^H|
l.OiSl
1.04!S7
cs
38
44
40 54
59
65 a^B
^B
S3
58
61
70
75
60 80
91
OOll.OfiOI^H
^v
84
SO
96
1.0501
1.0607
1.0312 1.0517
1 .0522 1 .a527i as^B
^B
1.0515
1 05..' 1
1 .0527
S3
38
43 49
.M
59 81^
^^■l
47
53
5«
64
C9
75i 80
85
90i mH
^K
78
84
ail
95 1.0001
l.OGOe 1.0611
1 .061(1
1 0622 1 OUtM^I
^H
1.061O
1.0615
l.(XJ21
1.0637
;«
37
4:i
48
53 58
^^1
41
47
52
58
63
69
74
7SI
81I 89
^H|
72
78
84
89
95
1 .0700
] 07iTS
1.0711
1.0716 1.0721
^H^
1.071)4
1.0709
1.0715
i.orsi
1.0728
32
37
42
47 .52
^H
»
4]
46
52
57
63
68
73
78 83
^H
fi"
7-j' 78' 83
80
94, 99
1.0805 1.0910 1 0815.^
^^H
1 J
1.0t»3 1.0809 1.08:5
1.0820
1.0825 1.0881
36 41 49^^l
^^1
l.O&A
S5 40 4tJ
51 1 .■)7l 62
07 ^^^^1
^^P
to
6« 7i 77
SC}| 88 93
98 1 0(I04 1.090^H
^V
n
97 1 .0903 1 mff.>
1.09U|i.001B'I.0925
1 .vm) 85 4q^H
^K
t.ous
1.0929 H 40
4.'>
51 50
66 ^I^^l
^^v^
M
60 66 7J
77
83 87
92 97 1 lOQ^^^I
^H
85
91 97I.10(W
1 1008
1.1013 1.1018
1.1024 1.1029 3|^|
^H
1.1017
1.10-i! 1.1088' 3J
39
14 50
no 60 l^^^^l
^"
46
M ."* K.
70
7t) 81
m 01 9»f^
r
79
B5 91 «t |.1103!l.lM)7
1.1112
1. 1117 1.1122 1.11;:
i
J. 1110
1.1Ilfil.n« 1.1187 Mj 3H
43
49 54 5U
42
47 63t 59 64 69
75
80 8<i 00
!•
73
79 84i 9(1 9511.1901
1.1206
1.1211 1.1216 1.1221
L_
I.IS04
1.1210 1.1213 1.1221 l.l-iitt, 32
37
42 47 52
b
85
41 47 52 5» 63
68
73 78 8%^H
■
66
72 7S 83 88l 94
99
1.1:305 1.1 310. i.isiaH
■
96
I.ia03 1.1309 1.1315 1.1320;ii:)-A
1 , I:B1
36 41 ''^^H
■
I.t8-i9
m 40 46
51 57
02
T^^H
m
60
tW 71 77
82 88
33
98 1. 1403 l.MOd^l
■
91
97 1.1403 1.1408
1.1414 1.1419 1.1424
1 1429 34 lii^l
■
I. Hit
1.14281 841 39
45' 50 55
60 65 79^^|
M
BS
59' 65| 70
761 «I 86
92 97 1 154M'^^|
■
(Q
KOi flOl.lWlV
I.150?ll.l512l.1.M8
l.l.Wl l,l.W8, ■ 88 ^
■
I.IS16
1.15211.1527 3:1
38
43 49
U 59 64
■
47
53 58i 64
69
75 80
8.i »l 95
■
78
84 1 Bfii 06
t.l600
1.1606 1.1611:1.1616 1.1021 1 1636
■
t tooo
1.1615 1.1621 1.1(126
8S
97 43
47 52 SS^
V
40
46 j 521 57
63
68| 73
78 8:1' t^H
p
71
77' tffll 68
91
99 1.17U4
1.1710 1. 1715.1. 171j^H
I.
1.170«
1 17(18 1.17141.1719
1.1725
1.1730 35
41 46! t^M
34
89 451 El
56
61 671 7j S^H
65
10 76; 8V
87
92 98 1.1803 1.1808 l.lhii^H
06
1 !»-• 1.1807' 1.1 813
1.1818
1.1824 1.1829 31 39 4^H
1 jeaT
83 88
44
49
55J £0, 65 70; t^H
^B
61 69
75
m
86
01, 00 1.1901 i.igf^H
^1
05 1 . 1901
1.1806
1.1912
1.1917
1. 19-22 1.1927, 32 t^H
^1 Moeo
1.1930 - 83
37
43
48
53 58 63 ^^M
^H
67 08
68
74
70
M JB| 9ti^^M
H] 84
88 91
99
i.aoos
1 .20101 IJMUUUHUyMI^^^H
H| i.sioia
1.8019 1.2025
1.2080
36
<M hI^^^H^^^^H
44
50 56
61
67
72|l^ K^^H
78
81 87
93 98
i.2ioa^^^^^H ''^^1
1.31OT
1.2112 i.3;;8
r»/iMi;.2i2i»
94^^^^^^^^^b ^^^1
^m
«y 49 551 60
flsf^^^^^^H^^^H
W/ 7B' 801 sal 81
dtIi ^^^^^^^H
1^^^
m
■
^^^1
698 THE STEAM-BOIl-EB.
■M UF^nnfwtum i
1
ll...7«+ »+ ! <tt +
tl-f-
M +
M.*-
»» +
•t*.
*t*
m*
A)«"lnt>* 1
Prrtnir^h, Kt OR 1 »7
»
iOt
lOCI
lOS
icr
Mt
in
•rM.T|.""l FACTom or EVilniiATiox.
aij
l.0!M9
!.03S8|1.0a8H;1.0SB3 1.0307 I aiTj;! .0876|l .(»«I,I «t«B).MI|
209
fiO
85 901 »4 U91.0U«I lMll^il.ll4|-^'t 041IS ) *4tl1
806
I.01II
1.0416 1. 04^11. 04J«1{M:10 :» :«!' 4«( 4K
s
SMS
-13
48 514
67| 62; iw 71 i :r> 7»
800
7l| 7111 IM
89 03 !»■ 1 (RiWil.OKiBll.ftMI l.«m
IW
I.nMMl.ttSIl 1.0515
1.0.t20I.05S5i1.0.V.'. 3.l! .IHi 42
«
7M
aTi « 17
RI 50
IJ«.
65 tf.1 '1
y
im
<a\ 7a 78
M
87
w
9U 1.06(11 1 iJ-
t(W
1,0000 I.OftK I 06I«
1.0614
1.0«19
I.CIB23
uoam 32
18ft
SI 36 4i
46
W
55
591 64
JB3
63 08 7S
■;•
81
86
90 BTi
179
U4 no 1 oroj
1,0708 1.0718
1.0717
l.07)H! 07-,'6 1 "
KB
1 llTi'ilLOrai 85
40 41
49
53
57
ITS
57 6-J 66
•^t 75
80
81
89
KO
«8 93 l)«
l.CaO2l.06O;
1 0611
1.0616
l.OWJUl "-.
167
I.08I0 1 Ofi&l'l.OBW
34 .38
43
47
51
104
611 561 60
65 60
74
78 Ml
lei
»j\ s;\ 9-.'' iMiit.oed)
l.00(«
I.O9l0l.l»14 1,"
158
t.0»l3ll.0Sl8;i.09i23il.O9-^7l »S
37
41 45{
166
45
49 54
BB lEl
IS
72 r:|
isa
76
81 85
90 05
1)0
1.1004 I.IOOHll.i
m
1.1007
1.1012 I.10I7
1.10211.1020
i.iaio
S5 Si>|
HD
!18
48' 48
53 57
62
06 70
us
lO 74, 79
84 88
93
07 1.1102 1,:
J40
I.IIOI 1.1108 I.IUO
1.1115 l,lt«)
1.1144 1.1129 S.3J
137
89 37 42
46 51
55 60 M>
m
68 08 T3| 78
82
87 91 9.M.!-.i-
131
«5 901. 1304
1.1209
1.1213
1. 12181 1.12-J2II.I«7 31
.*
las
l.taSSl.1281 35
40
45' 49' .V»i 58 «.•,
ft
1S5
67 62 67
71
761 80| 85| m l«
lis
88 93 98
1.1302
1 I807|i.]sn i.uki isjotv
US
l.ISiOl 13i4|1.1*»
34
88 *M 47. 51
lie
a 55> 60
65 091 :4l TH 83
IIH
83 87
91
96 l,140l!l.l4U5 I.UUU |.14il l.lllx,].ldCI
110
I.14IH1.14I8
1.1422
1.1427
32 36; 411 45 «
tt
107
44 49
54
SS
03 67' 72I TTl W
M
104
751 fiO
85
89
9t 99 l.l.Vni 1507 l.lMt).^
101
1.tS091.15il
1.1S16 1.]62||J.15JSM530, 34 Wi ♦t.
^H
OS
8H' 4^
47 H'
to 6II 05 -II ££
^^H
BS
69 74
7H
83
87 92{ Wll IfiOl'l.M
^^1
i-1
i.toooi.ioos
1.IC09
1 1614
1.16181.162^(1.1028 321 ^
^^1
m
31I 36
41
45
SO 51 5Mi Mi tI
^^H
80
ft.' 87
72
16
81 86> tOl (4| «
fl^H
89
98' 98. 1.17081. 170?
1.1712 1 1717:1.1721 I.lTfl I I7»
^H
8)
M7«ll.l?« 34 39
48. 48 52; :m t)
^H
T7
S6! 60 65 TO
74' 79I 8s! w: ».'
^H
74
87 8]| 96 1.1801
1.1905 1.1810 1.18141.11111 '"tS
t.^l
71
1.1918 1,I8«) 1.1827 *!
36 41 45,
^H
08
49 54; 58 63
«« 72' 771
■
BS
80 85, 89 94
90 1.1903 1.19001 I'
ifl
aa
I.IOII I.19I6 1.1W1 I.19U5
I.IV30| 34 39 4; 1.
^1
so
4a 4?| M 66
etl 6ft :«l 71 T»
^H
m
7:1 ;8, S3 «-; 94 90 l.SOOl l.ift-C, 1 >' •
i.^l
IV3
1 acKH 1 wovii.eQi4Si.)»i8i aojsi.noeH vi,
^H
Mi 29' 401 a\ M\ Mt t>tt> «ai
■
^1
1
^^J^^i^;|^2£I^_
J
PACT0B8 OF KYAPOBATION. 699 '
wo ^
ii« + 1 lie -t- )u +
IM 4- 1»H-
130 +
U6 f 1 uo + US ^
1M+ "
I3» 1 1» 1 130
I3S i«a
l^'i
M 1 IM lU
tu
•' j Factoks or Ef<iK)iuTio«.
1.008711.0107
1.0417 ].0487il.U486|l. 0443 I.MVJ I.Wta 1.0470 1.0478 I.Mae
LOilSI 88
49 08
07 76! 85; 03 1.0^111.0500 1.0517
sol 70
80 60
99:1, 0508, 1.05l6!l.052J 3.^, 41 48
OS
1.0608
I.06II I. 0531
1.05,10
W 48 56 Ml 72 80
1.068S
83
43 aa
62
70 79' 87 9tl 1.06041.0611
u
65
74 84
9.1
1.0602 1. 0610, l.«M19 10tl27
•W 48
86
96 1. 060611. 0«I6
1.0824
33l 42! M' S8
60 74
1.0617
t.0627, 87
47
06
65 73
82 «0
8811.0708
49
59 69
78
87
96 1.0705
1.0T!3'l.078l
1 ,0^.89
87
so; 901.0700
1.0700
1.0719 1,07211 3«
44 63
61
68
1.0718
l.OTffl
ai
41
50l 59 67
70 84
92
1,0400
4S
63
63
73
81 90| M
1 0807 1.0815
1.0828
31
74
M
94
i.oeos
1.0813 1.0821
1.0630
S»
47
55
82
1.0806 1.06l<it. 0639
35
41! S3
fill 70
78
66
94
87 47 57
66
75 ftt
at 1.0901
I.O0O9
1.0017
1.0925
6tj 78; 88l 97
1,0907,1.0915
1.0934 Ai
41
49
SO
1.O0OO1.O9IO 1.0919 1.09-.!0
.W 47
h\ 64
72
80
88
31 41 M
60
69' 78
8:1 95 1.1003
1 1011
1.1019
Si 72. 8S
»1
1.1000 1.10001.1018
1.10261 35
43
SO
<a I. lOOS 1.1013
1.10«t
S2; 41 49
56 06
74
en
r.lOW S5 44
!S4
63' 72 61
89 97
1.1105
1,1118
66 66 76
85
91 1,1103 Miia^i.naoii. 1128
36
44
87
97 1.1107
1.1116 1.1126' 34 43
51 60
68
75
1.1118
i.iia 38
48 57, Hi ~4
HSI 91
99
1.1807
Bft
60i 70
79 88' 97
1.1806
1.1214 1.1222
1,1230
S8
81
91
1.1801
1.18101.1319 1. 18S8
87
45
63
«1
69
t.lSl3
1.1222
at
41 SI &9
68
76
BS
93
1.1300
48
53
63
78 82 91
99
1.1308
1.1316
1,1884
38
75
6S
94
I.I804 1.1313 1.1328
1.1831
S9
47
55
63
1.1806
1.1SI6
I.ISSO
aej 44 63
68
70
78
86
94
■Lr
47
67
66
75 84
93
1,1401
1-1«»'|.14I7I.142S
■«g
78
88
97
1.14071.1415
1.1424
32
41 1 49 56
■ w
1.1409,1.1419
I 1429
38 47
&5
04
72| 80 88
t.MSl
4l' 60
60| 69: 78
80
95 1.1503 1.151111.1619 1
82
72] 82
91,1.1600 I. 1509'l. 1518^1. 1516] 34| 4i\ m |
n
1.1508 1.1613
1.1523 31 ' 40l 49
671 85, 73; 81
1,1684
34, 44
53
OS 7t, 80
88 „9T 1.1806 1.1618
»
65 75
84
94 1.1S02 1.1611
1.1620 M628, 38
43
86
96 1.1606
1.1616
1.16S5I Ri 42
61 59! 67
75
I.1S18
1.1A98 87
47
56, 65 73
88 90! 96
1.1706
49
60 08
78
87 96
1. 17051, ms'l.l78l'l. 1720
87
fcjo
901.1700
1.1709
1.1718 1.1727
86: 44 68 60
«8
B"
1.17il
31
40
401 58
67| 75 83' 91
00
P«
&S
(a
71
8G 80
08 1.18()« 1.1815 1.1883 1. 1830 1
■w
83
03
1.1803
].l8l2;t.1820
1.1829
37 46 64; 61
1.1804
1.1814
I.18:!4
84
43 5!J
60
a» 77 85 9.1
8B
45
55
65
74l 83
91
M900 1.1908 I. I916lI.19-y
•7
77
88
06
1.1905 1.1914
1.1988
81 391 47
55
w
i.iwe 1.1917
1.1927
an 45
54
02' 70; 78
86
1.1«»
30 49
68
(!i 76
85
93 1.-J0O1 1.2009
1.9017
«0
70 80
89 98 1.2007;i.S0I6:i.2084 83l 40
48
•1
1.8001 l.SOll
1.2030 l.SOJOi 381 47
551 63 71
79
t.flB»
82 43
61 60 69' 78
861 94 1,2108
1 8110
M
63 73
82 91 I.SIOO 1.1309
1.8117:1.8188
84
41
84
94 1.S104
I.21l3|l iVa SI 40
48 57
60
72
l.tllS
I.8IS3 85
44 S4 63 71
80l 88
96
1.2203
40
B« 66
76 85l g41S:»2
1. 281 1; 1.8219 1.8257
35
. r7
87 or
1.8807 1. 2216; !.»£» 33
48; 50 58
66
l.«ioe
l.32101.«>iM
38 47' 66 64
78, 8U «»
VI
40
sol fi»
ef TSj 87 95
I .aso4' 1 .aaitfi .8aio\\ .«»
as'i «\ 6\\ »
nl m\ ao/i.saooi.nami.-aian.sniM
M M
700
THE STEAM-BOILBR.
I
I
STBENCi'TB OF STKAIH-BOILEBS. TABIOI
FOB COSSTBrOTION.
There is a preat lack ■■f iraif''rmitr in the nil.'> pr*>i
eot wrile.T
In the Ui
corJiDK I"
Insptfirtors of S;»-aiii \v>^'E>; hi '
S»vy Dt'nartiiier.l, nml in some c.t
Od land, in .«t>ine places, as in I'l.
P'Temed by local laws; Imi .
and i)4iilers ftreooii!*inietei:i .-
boilrr Tiialrprs. In Europe t;
(rem laws. Tlie rui>-s ..r uif 1.,
Stj-i' li*" Briiish Lloyd's nnj Boani
Veil' - - liennaii Lloyd's are ably r>'<
Kolry, -M iii-t -V.-ival .\rchil»'ci.s, etc.. read at iiif- 1 i.iciikoJ
icreiss. Division ot Mariue aud Naval Eneiiit^eriue. KroinT
towing nntes are takt-n. chiefly wiUi rcferfiice to the V. 9i,J
iAbbyerkiliont.--T. S., for teiutile «trengtli; El., rloitg
ii-aciioii of area.)
Hj°drmallc Ttcmtm,— Board of Tt-nde, LXoihTa, >))><I tfxr
Twice the working pressure.
United SInlf* Slafittes.—One and a half linieK the woriilfvt i
Mr. Foley proposj's thnt the proof pressure islimild l)e IVf U^
ine prcasure + one atiiio-spfiere. « '
Batabllalied Nominal Factor* ot Safelf. So-ut
4.n for a boiler of model ate Ieii>(tli and of the heM con«trw«lf
manshlp.
iiojicr'n.- Not very api<arent, but appears to lie b'
United Slate* S<«f«ff».— liideiiuUe, becaiise the .-
not uongidered, except by the broad dlsfincUon betnren sin^
livello^.
Bureau Veritcu: i.i.
German Lloiid's: 5 to 4.65. BcconiliiK to the '' ' - " '"
naterial lor Blvetlnif. Botmi of
riret bars betwrt"ii -M HtiJ 30 tons, el. in 10" ii'.. . .1*
area not less tlinn 50t.
IJotid's—T. S . 'ifi to ao tons; el. not leas tbiiD 30* In K". Vu I
tnuijt stand l>enili"S l" a curve, the inner radius of vrnk'h •« not gnm
IVi times tile thickness of the pinte. after havinf; hnvn uiilfurmly i
m low cherry-red, and <]ueuclie'l in water at !W** F.
Uiiitrd stntftt Stntjdcs —'Si' >iiPoiiil i>r«Ti«lon.
Bulea Connected Willi Bivetlns.- '' ■ - ^- < <->
iiig refcislaiice of the rivet steel tu be taUen nt
be used f*ir the factor of safetj' indej»eudeiitl>
for the plailng. Rivets in iloi'ible uliear to li.i
lu^'lion taken in the cnlciilntioii inKtend of",'.
than the Iblcknes^ of the plate And the pilcli j
tlilrknes.1^ of double biiK-stmps <eiu:hi not to be u-^> iij»u -^^ ii«- ■"»«
iJie plate; single liiitt-slnips not les,i than ft 8.
DlBlance from centre of rivet to etige ot hole = illlMiieter of rt»rt,J
Di!«tnivce between n>W8 of rivets
»
= S y diain. of rivet or = [(ilianL X 4) -f I]
Di,-.
IJ
Ink'
nil- r
upni.
{»■ f,i
_ % Uplich X 11) +«ll»in. y. 41] X (pitoh -f
10
C + diain. •»: 1) + 10.
-beur to have only I 7"
■lid of -3. Theubentlnir
1. S. of tl(.
'■ he louxllli
ilian Klvei.
-N»i r;v\e* . _ .
STBENOTU OF STEAM-BOILERS.
1
!8 •!•!
soy. Strips 8" wide should stand beading' unlil the sides
|*t n dktauce from e«ch other of not more (ban three tlrne« the
blckncs!!.
j^pT. S. between the limits of £6 nnil 30 tons per square Ineli. El.
>80X Id t»". Tifst strips lit-atpd to a low cherry-red and plunged
9S» F. must Btand •••'iniiiift to a curve, the Inner radius of
greater than lU times the plate's lliickness.
V». — Plates of \i" thick and under shall show a contr. of not
when o»er J.^" and up to J4", not less than -l."!* ; when over
ban 4M.
s comments : The Buard of Trade rtiles seem to Indicate a >.tecl
iT. S. when a loner and more ilurtile one can lie (fiit ; the lower
*"i shoulii be rediieetl.and the hendinRtesi niiehtwith advantage
tempeiinp, and niiule to a smaller radius. Lloyd's rule for
more satisfactory, hni the tenijier test Is not severe. The
StAtntesare not sufiHclenlly siringent to Insnre an enlheiy
r material.
J. . BUKKeats a material which would meet; the following: Si toni
ill In tension ; ■■S}% in S" luiiihnuin elongatioti ; rudlus fur hem"'
rteinjierluj; = the ptale's tliiclcness.
•plate Fornialae.- iSoarrf of Trade i P = ^^/^y^^-
llameter of lioilei' In inches ;
Kprktng-pressure in lbs. per square iocli ;
i in inches ;
age of streneth of joint compared to sulltl plate ;
iatrentcth allowetl for the material In lbs. per square inch
of safely, being 4.5, witli ceriaiii addilhms depending
'nMhod of construction.
C y. H - S) X H
blokness of plate in sixteenths ; B aud D as before : C = a constant
liiirin Ihe kind of joint.
I ' I'ul !X*ani; liave double buttstraps, C = '10. When longl-
k •• duuhle hull straps of unequal width, oidy covering on
1 H-ed section of plate nt the out<?r liiieof rivets, 6' = IM,
I (he |iin;;itudiii/il seams are lap-jointed, C= 18. A.
[.9fnf "»*•«.— Using game notation as for Board of Trade,
t y i y. T
—^ i— tor single-riveting ; add 2(»< for dauble-rlvetlog ;
/> .■- 0
is lb« loweail T. S. stamped nn any plate.
lef criliid.ses the rule of the United States Statutes as follows ;
itorHR the ri\eting, exo'pt tha^ it distliiKuislies Iwlween single and
giving the latter M* ailiiiiirupe ; Ihe ciiciiinfereritinl riveliiii; or
se<im is altogether Ignored. The rule tnke.s no aecoiinl of workniaii-
metliMl adopted of coiisirui'iing the joints. The factor, oiiesixtli,
covers the actual nominal factor of safety as well as tlie loss of
at the joint, no matter what its percentage ; we may therefore
It as unsAiisraclory.
Cl^-l-lC"
M for Flat Platen. -i?o«rd of J^ade ; P = - — - — .
P= wo king pressure in lbs. per square inch;
S = surface supported In square inches;
( = thickiierui in sixteenths of an Incli;
C = a constant as per follovi lug table:
rplates not exposed to heat or flainu, the stays ntted with
I washers, the latter at least three times the diameter of the sU
l9ti tiie thickness of (he plate;
ITS for the same condition, Ijiit ilie washers % the pilch of i
diameter, and thickii-.ss not iis« than plute;
W for the same fi/iuliiit-rj, bin iloiiliUiig plates ill place, o! <no
' '/ of wliifli in *j ll!f pitch ami thickness the saline I
.'/it^smmeoiiiiinon, but the stays wiili iivits oiikv
xponed to liiipavr or heal or ifatne and steainl
—""•^ortiip^ia^, aad *j the plate's thicktietas;
i ions
ndlQ^
i
ant
ugl-
on
THE STEAV-BOILEB.
C = rtr !"» fin- iliH KHiiii^ »x)ii(iiri"ij. i)i»t sia\ s flttr'l w i»ij jiiit?
C= '■ ■
Cs '■ ; ■-:;-..
(T, 5. Slatutet.—Vsiag same nolallon as far Board of Trade. P = -
whare p = grealesl pttch in inobe«i, /^and t as above;
C's 118 for platpii T 16" thick and under, flitcd wi(h screw (tir
Biid tiiKy, nr plain boll ilUe<l wiUi Kln^^k* uut aud well
riveted liead an<l ioclcet:
C s l!!0 for plal<^ above 7. 16". under llie game condllions;
C = 140 for ttat Mirrscvs wlierc tli« «ca3'i* are dtleil wiUmaB
and outside:
C s 200 for lla( surfaced under tile same Condition, but Willi llx
tlou or B woMher riveted to the plate at leaatJiiplste'fl
IIC8S, and of a diani>-t«i' equal to 2/& pitcb.
N.B.— Plates fitted with double anKle-lroua and riveted to plate, «ii
at least ^W the thiclCDriiLS of plate and depth at leawt !4 of pitcli. Ton
ulluvted ihe same pres-sure as delertnined by foniiiila for plate wlltin
riviMed ou.
N.B.— N» brace ur stay-bolt nse^I iu marine boil«t-s to have B gi'eitir
than lOV^" on flrc^boxe* and back conneotloh*.
CVrtftin rx^ieriineutR were carried out b.v the B<'>anl of Trade wliich lb
that tile leviKtauot! to buli;lnf; dues not vury as Uie square of ilt<|li
Ihiekness. There aeenis also good reHKnii to believe tlmt it is not in'
an liie m)nare of the nn-atent pitch. KeaririK in uilml, says Mr V<^-
uiuiheiiiailcians have siKiially failed lo ^ive UK true theoi
for oalculatlnK the reslKlaiice of IxxlieK fiibject to the
slresseK, «e ihereforv caonol expect much from their
Miatier of Mat plates.
The Uoard of Traile rules for flat surfaces, beinjr based <jn actual <i
iiient. ni>! especially woriliv of respect; aouod Judgment appeui
have liix'ii used fn frninln;; tlieni.
Foriiare I'oriuulae.— Hoard or Tiuoe.— Long fStmaeti.—
P = J, but not where L isshnrterthan (ll.Sf - 1), at wWdill
the rule for short furnnees comes Into play.
/* = workliiK'pressure in pt>unds per square inch; t = thickness iit
P = outside diameter in inches; /. — length of furnace in feet up to
C = a consiani , a.s per following table, for drilled holes :
C = 99,0IX) fur welded or butt-joliited with single straps, d(
riveted ;
C = KS.OUO fur butts wiili single straps, sini^le-Hveted;
C = IW.OOO for butts with double straps, single-riveted.
Provided ahvnys that the pressure so fouud does out exceed Ibatcll
Die tullowing formula*, which npply also to abort furnaces
O X (
P = ■ for all the patenl. furnaces named;
f = ^ y .)( S - g=-^p — -. ) when with Adantfton riaes.
0= H,Sl>0 forplniu fiu-nacp»;
C = H.COO for Fox; nilulmuin thlckuess 5/16", greatest J^'
in>r til ejccHcd rt'' In length;
C = IS.SWi Tor Miirlson: iniiiiniuin thickness 5, 10", greatest Jj'l
port riot to excertl U" in lenplh ;
C= N.mKJfor Piu-veB-Briiwu; liniils of thiclrnesaT/iS" andM":
part 0" in length;
C = 8, two fur Adaiutioii rings; radius of flange tiext Ore ])|".
U. S. Statitbs. — Omo Funirtces.— Same notation.
p =
89,t«10 X /*
i X o '
but /., not to exceed 8 ft.
W.B.—Jf rings of wroun'hl Vrcm ar« (ltt«d and riveted on properif •<
•Jid to tile Sue insucb Si'n\&uneTV'bas.\.\i«\ttixiW«ts^v«saoii tha0>«(*
■• • WftWW«» 'OT OTlAM-BOnjBHB.
708^
I lbs. pnr wj'. ill., the distance between the rings shall be taken
I of the flue In tlir fui-miiln>.
naces, Pliiiti and Patent.— P, as before, when not 8 ft.
o •
■ when
f = 14,000 for Fox corrugations where D = mean diatneter;
|r = 14.000 for Purves-Brown where D = diameter of flue;
} = 6677 for plain flues over 10" diameter nnd Ipsb than 40", when
not over 3 ft. len^tbg.
CoinnieiitR on the rules for king fiirnau^-s an follows; The Board
teral formula, where, the length is a fnctor, Ims a very limited
L viz., 10 n. as the extreme leDflh, and l.'ia lhlclcne!i.seH - 13",
CxO
, limit. The original formula, P = = j. In iliat of Sir VV,
nd was, I believe, never Intended by him to apply to short fur-
5ie very face of it, it is apparent, on the otlier hand, that if it in
Jerately long furnaces, it oannot be bo fui- very Jong ones. We
•e driven to the eoncluKion that any forniul* ivhioll lnclud«w
W factor must iM founded on a wrong basis.
R-alirB form of the formula, namely, substltutinE (/^ + It for L,
pear BiifBclently 8ntisfact.ory for practical purposes, and in
r as can be jmlged, tally with the it'sult^ obtained from ex|>eri-
riy as could be expected. The experiments to which 1 refer
Tiumber. and of great variety of length to diameter; the actual
afetj' ranged from 4.4 to 0 S, tho meHn bteinif -l-'i^, or practically
3 tome, therefore, that, within iha limits pres(?ribed, the Board of
ula may be «ccept«l as suitable for our requironient*.
I States Statutes Kive Falrit.iirn's rule purj- and simpi*, except
feme limit of length tov^hichit applies Is Hxed at 8 feet, .As
De seen, uo limit for the sliorttisl length in prescribed, but the
ire by no means clear, flues and furnaces being mixed gr not
|i-i|lW<t.
I for Stays. —The qtialities of material prescribed are as
Trade.— The tensile strength to lie between the Iltnlta of 87 and
guare inch, and to have an elongation of not less than 'lOf in
lays which have been welded or worlied in the fire should not
IB to 30 ton steel, with elongation nt>t less than SOt In S".
»<*».— The only conilitloii is that the reductiou of area must not
40t If the t»'st bar is over ^" diameter.
Uo^vcd on 9t»ja,—Iiii(irdof 7>-firfe.— OOftO lb«. per square
eil on liie net section, provided the tenailB strength ranges from
Steel Btavs are not to be welded or worked in the fliie.
Tor .sere IV ed and other stays, not exceeding IJ-b" diameter elTec-
, per square inch is allowed; for stays atiore IJ^", 9000 lbs. No
be welded,
tes.— Braces and stays shall not, be subjected to a gi^aier stress
E per square inch.
|B- E.. p. 450. says: " Tho Iron of the stays ought not to lie ex-
Kreat«r wori<ing tension than 3000 lbs. cvn the smiare Inch, in
mde against their Iwing wenkened by corrosion. This nmnunts
■le factor of sMifety for the working pressure about 20." 1: is
trever, that an allowancif in the factor of safety for corrosion may
be decreased with increase of diameter. W.K.]
c y. d'* X t
.,— Board of Trade. P= ^^^ _ ^^^ ^. P= working pres-
per sq. In.: W — width of flaine-b.)r in inches; I, = length of
^es; p = pitch of bolts in Inches; I) = distnnce betwren icirders
l»> centre in Inches; d ~ depth of girder in inches; I = thick-
jf smne in inches; C = a constant = OUOO for 1 bolt, 9flO0 for 3
11.-«0 for 4 bolts.
lesanie foniiiila and constants, except that C = 11, 000 for 4 or
I for 8 or 7, and It, 880 for 8 or more.
L—Tbema/ter appears to be left to ti»e Uesignerft.
[
:o4
l-HE STEAM-BOILER.
I
I
I
till - rf, . '.«lllX
Tnl>«*riatei».— flouH of Trade. P =
horiK'»ntol <listiuic« between centres of (i]bp¥ In JMf
of oriUiiur3' tulirs; / = IliickneiiS of tMbe'|>ialt-
width of ojtnbuslion-box in iDebe« fnim front !■
iKJJi, or distance l>etwHen conibiisiioii-box tubej'..
doiibli>t?iided Hiid (lie Ipox cniunion to boi li enOs.
The ci'iishiD^ slirMi »u tiibo-plates caused by tljt: pnwuw Mill
lioi I'lp is to b)- linilit'cl to lO.iKW llis. iif r sqnnri' incli
material lor Tube*. -Mr. Kuley prop. - ' " ""
quality to be ^\\ii\\ as to ^ivrai k>nst 22 iouk |"
tensile BtreuKlh. with an elonitJitioii of not les
elonBalioii to be not J.ss than aW ni W for the nui
Into strips; and after tempering, the test bar lo
together. Provided the titeel welds welJ, there dut;
jeot in j)rovidlufr Iriisiie Itiiifts.
The I'nds shonid beanupAled after manufacture, ami Klaf-latrfl^
lie annealed befoiv seii-H int;.
HoldlnB-potrer of BatIer-tiihf-«, '■- -• -—<-'■
ing'tuu NavyVurd s-how Lliat wiih 'Jt^jiu. I ■
jiower less. rouKbiy speaking, tlian 6tW .
of SO.OOO ll)S. It was nirl her shown thn; ...,,, ,,,r-'
flLion^, quite as f^fXKl re^ulli> IjeiiiK obtained wjrij lu)
(he tulHj-plate and Htted wiih a ferrule. When uuls
(hot they drew otT without injnriiiB the ilueadx.
In Messrs. Yairon's exi>erimeiit9 on iron atid sterl '
riiiiMieter the Hiiit 5 tuben ^aiti way on au BTerni;eor2M,7<
iippeur to be about a^ llie idtiuiate i<treni.th of the tube'
these ca.4es the hole throiigli tlie tub« plate was parallel
to it, and a ferrule ns.s diiven into the tube.
Tectj; of the next 5 iLhes were made under the noit- •
i, with the exception tlmt in this case the ferrule »
Inc simply expanded into the pl»ie» The mean pnl
or considerably Ichs than half the lilliuiute gtrv ■'
Effect iif bendiiiy Die lubes, the lioles throne :
ferrule-* ondttad. The nienn of the (irst .'i.
klMd,t;ires iS.STO lb.s. as their hpldint;-|io»er, i.:
pared with 23.740 lb«. for the tiilieg fitted wilh r
liKiit'e in. however, mainly duo to an exceptional c
power iri greater thnn the nverage strengili «f ' !■- ■
It is disadvnntaKWiis to ei^ne the hole ihnn
yliarp e^ljfe Is removed, as the retsUllK are nui-
witli pnrnllel holes, the mean pull b.-inK but '■
Itiir iniide with lubeH ex|innded and femde^l I
111 ex|'>erinienls on liibeH exp»iiiled into in;
lined "lib ff-rrnlej', the net ie>ull is that Ibr 1, , ,
experimented on, uhoul jki of llie leusile »trrli|;lii vl ihe n
iLini: SH.T»( ll>s.
With lubes expanded into tapere<I holes aiul slmplv i
results were obtained th.iii with ferrules; In thr:w> en
edKe of the bole was rounded oCT, which appeara In ,
effect.
Ill one pnrticular Ihe eiperiments an- Incimiplnie. a> n
repio<luce on a innchiiie tlie ntckiii); ihe tubo' get by 1 1
boiler a^ H iiii hented up mid co<»le(l ilow n aafain, and It i- ^ -
ilierefori', lliar Ihe fnstenins frivine the b<*st reHulla on th«- iimim
mav not provM uo efBci'-ni- in lU'in'tioe.
8TBENOTH OF STKAM-IIOILKKS. '.O.*!
. furiuce, msdc^ r^lioi. ami (h«ii fllppsil i" wnior. Tin
IST^ at s teuiTH^rature of 4t>° K,
la was twice rfpealfd, with renults •» follows
Steel. Ici.ii.
M>.406 ill. 55.405 ill.
.052 •• 018 ••
.0000067 .000006-2
.007 ill. .oo;Jiu,
.(Ul In. .00* in.
.017 in. .ooein.
.<Kf' ill. .013 in.
F.; Increane
ex|>HnKi'wi per tleRreo F
bt nii'i liijip^'l in wBt<T; decrease
P]( mid conllng. decrpase
and cooling, decrpaKe
rautioii
jalMic —
hrk «rll«-« : ThftI ovfchfiiifine of IiiIm* enils Is llii" caii«e of tlie
■ liiht's In iM'ilers is provpil hy tlie fact Hint Uie fiTrnlea at
by Ui*- Admiralty prevent it. Tli'."se not by Kliieldinft the mix"
faction of the tmme, ftnd consequently reducing evaiioralion,
lig fnee access of the water to keep tliciii cool.
wor caiiHes contribute, iliere Keenis no ilotibt that thick: tube-
leAra Hiiare of caiiKinir the mischief.
Conntnirtioii of BoilerM in ITIcrcbant V«Miels
In the t'niled Ntatois.
11 Genernl Kulexnnd KeKiilalioiis of llie Board of Superviisilig
e«tors ut Steniii' vessels (as aiiieuded IfiOUund IHOt).)
Itrenetb of Plate. (Section 3.)— To oncertniu the tensile
oUier <|iialitiM) of iioii plate there ftball be taken from each
ri»rk slu'i-r lobe iimM in shell or other
, f~' "1 , pans of boiler whii'li ari? siilij^ct lo
V> tensile strain a test piece prepared
111 form accnrdlng lo the rollun-inf;
diagram, vix.: 10 itielies id leuKth, 'i
iiiciies In wlrlth, cm otil. in the
rentrc in thn maimer indicated.
To ascertain the ti«nsile strength
klities of Rte«?l plnti\ there A\a\\ he taiteii from each Bheet lo l>e
>r other partA of ln.iler whlcli are subject lo ftiNilest ruin, u test-
ed hi form acroriiiiiK
iiK diBKi-ani, llio leiiglli
trt in centre varyiiu; -is
diftereDt tbickiiew of
tollows:
t portion shall he in
t eight tinieti the width multiplied hy the tbiclcaess of said pail.
iluctioii of srea as cjilieil for hy the' present rules of the Boanl,
,ttnn of nt lea«i i'%. The sua gilt pan shall be of a width uf i
ule to take elTect on and after July 1, 1894.
hat where contracts for Imllers for oeeantfo'iK steamers re-
©f material In compliance with the British Board of Trade,
I'a, or Hureau Veritas rules for ttt.itinB, the Inspectors sliall
a in compliance with the followini^ riile^;
aball in allcaxcK tohaveaii ullinmte elniif^ation not Icm than SQ)(
8 inches. It is to lie capable of being bent to a curve of which
^^18 is nut (greater llian one and a half times the thiclcneiw of
tier baviiig been heated uaiformlr to a low cherry-red, and
"^ ater of 82* F.
^1 the shape of feM piece for steel wo-citlic^aineaslhat for iron,
fed shape. This nhape ha-s Iweii condemiieil hy onthoriiies on
■ Is for over twenty years. It ahvayn Kivtjs resul)i< which
ror sonielinies amomitinK to iS per cent. See uatfmt 24i,,-j
Bneth of Materials, W. Kent, Van N. Science Series No. <lt,
I 'Wrought -Irun and Chain Cables ]
, (Section 0.)-To nscerinin the ductility and other lawf
I of 4S.000 Ihs. leiidile .•i(.ren*.'/)i sliall hliow n COnlracVVon ot ft.Te»
ain1 i-ach Hdilltionnl 1000 lb:), tensile gtrenRlh 8\ulW aXWN* '
"racr/oaof area, up to and Incluiliuu ""
-nsilt, Htrj'nKlh nnd iipnanls. showU
" • ilfcmetl to have the luwful •liwnil
, rt„cA;wss «„d ,m,ier shall «bow a TOiitracUk
:l,»J;«J III
ni'.
NL
708
THE STEAM-BOILEft.
Ua
Diameter (n Inches.
54
to
OS
1
IB-S*
34. e
IS. 3
«
83.4
29. ?
•••6 S|
8
48.6
43.7
3D. 8
4
64.8
S8.S
m.Q
6
81 .0
72.S
6C.3
«
DT.i
87.5
79.5!
7
113.4
103.1
K.8i
B
]».6
119.7
106. Ii
•
14S.8
181, -J
119.3
lU
Itti.O
J45>
133.6,
11
1T8.S
1150. ,1
145.8
ts
l»l.4
175.0
159.1
la
210,7
isw e
iTi.t
11
eai 9
i»4.-J
185 6
15
£411.1
ilH.r
198 ft
1«
lf.VI.3
233 .<i
SlS.l
TO ^8 84 SO «6 I IM
IS. 2
24 8
36.5
4S.6
60.8
73.9
Sfi 1
97.2
ioa.4
1-.'1.5
183 7
146.8
158.0
170.1
lf«.3
1W,4
10 4' ',1.7
at HI 19.4
'.5I1M 7 IV, r.,n,-,> m;
Rule* soveming IiMipcttloii of Bolirr* la,J
111 i-viiiuatiii|; the lilivUKll' "f the longitudinal a«aii_^
shells of boilers the inspector Khali apply two fonnuli^
..{
PHeh of rivetB ~ «ll«uiet<!r of holco punched to rac<<*aj
pitcti of rivets
lieiwntage of streni^th of Um> i
I Area of hole fllleil by riv<4t X No. of rows of rUels In i
■( ing streiigtli of rivet
' pilch of rivets XtbleknuMi of sbtft-t X tfiisile Mrractti^
iwrcentaf^e of strength of the rivefl
take llie lo«-««t of the ptrct-ntaKes as found fay fonuiil
apply that p«re<*nlai;r<^ on the " 8tren([lh of ihe s««iiljj'
fominia C, wliii'li ilHteiiiiiues tlie strenRlli of tlie Knigltu
O. I
1 Tlilckiiesi* ot sht^i in part* of inch y stneo^lh t»f i
/ hy formnia A or B X ultimate fiu>BnKth of iron ata
intern.'il rudiuik of boil«r iu iucbe» X 5 •■ a fa
TikBi^ or Pbofobtiomb axo SiTB TVoRKiNo Pasaana
AMD C, iSi ao.OOO I.I1S.. TJ8.
INainrt^ of rivet
%"
ll/IO
]^0
IM
r>l«nieter of rfvetbole.
11/18"
N
li
Piioli of rlvei.s
■■i"
3 i/;o
^
im
Sti>'ii^th of .««-ani. ](.. ..
.KA
.aat
M
Thickntwa of plate. ..
W"
8/T6
H
^
UlaiiiHirr i>r boiler, in. . .
Safi' Wor
ItliiR Pr<«8
iirx niib l4^^l
SI
iiglt-.(ivo|ai^^
i4
187
188
ite
a
30
1119
lU
IM
*Q
3d
104
I«4
144
Mi
M
90
117
laa iM
M
«\
i \\<J
V *» »ffi
m S8
at
\ \(JV
\ ^* \ 'fl
1 ^
L 7*4
\ ^^\1
F ^ .^
^»
\ \\
M ^^^U
^■k
\ «
I \ "^ \ J
STBJEKGTH OF 8TEA1I-BOILEBS.
709
of rivot
W"
11/16
li/Vi
18/16
M
Of rivel-bolB. .
u/ie"
«
1
WIS
Ivets
of seam, t
.77
^
%
%
1 of plate
H"
S/IB %
7/16
a
of botler. In. ..
Safe Workin|7 i'reiisure witli Lonfrltudliial Semms,
Double-nvpleil.
£4
160
188
235
^9
305
ao
isr
158
188
ai5
£4S1
B8
lis
148
170
aw
SSS
,, 34
112
140
1(16
lOO
SIS
IDG
13a
150
1T9
20S
|C
101
145
US
170
lOii
96
iia
141
161
188
K
87
lOB
ISS
l-tT
166
■1
78
OB
118
1S5
1»
■t
70
88
104
ISO
18B
P»
»
7fl
94
108
1»
tnd Tube* for Steam-bollerB,— (From Rules of U. 8.
line liiHperiors. bteaiupre.-surKH per square iuch allnwable on
unif lap-wel(]<-d fliifs made in Beciions. Extract frojii table In Kules
Supi!:i"vi^i'iK Inspectors.)
■ast thickness of inuicrial allowable, D = greatest diameter In ii»che«,
iwable press-uro. For ihicUnpss ereat.er thno T with same diameter
IWas'Hl 111 Lbe ratio of tlie IhiulCDess.
^b » 0 10 11 13 IS U 15 16 17 18 19 30 21 S!i 0.1
^H .SO .81 .SI .a .33 .S3 .24 .23 .S6 .27 .28 .») SO .81 .3i .88
^■B 184 170 174 172 168 152 147 143 ISO 186 134 131 l-.>e KHI li» Ui
Hsi 95 86 27 38 S9 80 SI 32 S-") 34 35 36 37 88 89 40
■.54 .S.'i .3f. .37 .SS .39 .40 .41 .48 .4.'} .4-1 .45 .46 .47 .48 .49 ..V)
C^ai 120 IIB 117 llfl 115 115 114 lis 112 110 110 109 109 108 108 107
liatneters not ovor 10 Inches tli« ereatest lengtli of eectlou allowable
t; for diamclera 10 to 33 inches. 8 rB«-t^ (or diameters 'JS to 40 inclies. 30
it leiifctbii ot Hceiioiis are greater lljan these leni^thg, the allowable
i» U r»*ilticcLl projwrtioiiatelj-.
■ e ...1,. f„|. eorruftnted flues, as amended In 1801, is as follows: Rule
lie eti-ength of all corruKated fluea. when used for FuniaL-es
■•\'S (corriiKHtion not li'8.stban 11^ inches deepnnd nntexcned-
...ii,-, ii.jiii centres of corriigBtlon), and provided that tliK plain parts
fml* do not excoetl 6 inohej* in ieUKth, and ibe plates are tiol lew than
rh thick, when new, corrui;aied, and practically true circles, to be
Itcd from the following formula:
I
14.000
X r = pressure.
J
Uikikiiess, in Inches; 0= mean diameter In laches,
M Fluea. — The Hame fonruda is given for ribbed fines, with rib
nioiis nut less than 1^ Inches deep and not more than 9 inches
It lUared Snrfacea lu Steani-boIIerii.— liulo 11., Section 6, of
I"* iif tT)e U. .S. Siipfrviaing liispertors provides oa foliow.s:
li'aces or stays hereafter einplored in the construclion of boilen
Ik- allowed a greater strain than 6000 lb». per square inuU
(1.
t h, !.:„ iieatioe on the Pleam-enRine, also in his Pocket-book, gl^'l
: iiuda: p = iO'tit -t- d, in whlfli p la the inlemal preiwllrt
"e inch thitt will Biraln tlje plates to their elR»iV' HmU. 1
r thf plant In liirhea. ft H (lie distance betwef t\ 1*0 vo**
clear, Hitd a ia the tftmile Ktrcss i!i the lAiU*-
v/re inrh, at the elastic limit. Subsi iuu.li
""' '■•^'PP^i-, tg, u, and 8 tons r«ip«>cUvoV}
710
THE STEAM-BOILER.
Tofonut roR T7LTOU.TB Eiustic Strss-otb or Plat 9t^iiu $rt
Iron,
8t«el.
~ sooo
^ fiOOOt
n ^
P
pxrf
~ fiTW
d =
P
TblolcneH of plate. . .
Fitch of bolts
For Diameter o( tbe Stit]r*boUa, Clark giteg it'
»«^'
Ml^
I
I
}
I
In wkioli d' = cliaineter of screwed boll at bottom of ttimJ, /* = M
nal and l" transvei-se pitoli of Btay-bolts l>etw«trn ct-iiltT»k f =
pressure in lt». per M). in. ttiat will stralu the plate lo In <;\mk)e M
elastic streiiKl-li of the Blay-bolt* in llis. j>«t uq. in. TklciDi; « = A |
tons, respectively for Irou, steel, and copper, we have |
For Iron. d' = .00009 sTFpTfiT U P= P;dl' = .OOOM^lj
Forsteel, d' = .00064 \ Pfp, •' " d' = .muf^
For copper, d' = .00084 VP/^p. " " tl' - rt--.:"!
lo using these formulas a lur^e factor of safety i'liouM '
for re-luctioii of si«e by cori'osioli. Thurston's Slaiiu ill ■'
114, recniri mends ttint the factor be na large as i'
Steiim BoilMi lusp. & Ins. Co. recouiincuils not less ' ■■
Streugpth of Star*.— A. K. Yarrmv (A'lipr, .\i .
fuUowing rtffiults of experUitenta to as^certain the sitri<>;tli ^r »*»
stays :
DescripUoii.
Hollow stag's screwed into I
plnleK and hole expanded 1
Solid stays screwed inloj
plates and riveted over, "i
Lengrth
between
Plates.
4.75 In.
4.6110.
4, no in.
4. SO III.
DiODieter of SLa; o*t(
ThrewU.
lbi.(ho)e T/ie In. iukI VI*
1 iii.tlMiie 9/16 lb. Mid;/I«fei
In.
la.
\i\
Tlie above are taken as a fair srera)^ of numerous tests.
SteT-bolts In Cnrred Sarfkcca, ni In Watcr-I«ct
eal Boilera.— The rules of the U. S -
follows: All vertical boiiei- furnaces c ■
plates, and having a diameter of over 4.
■itayed with bolts as provided by ( 6 of
iLk'knesii of material reiiuired for the .-:
tcrmineil by the distance bet\vi'"Ti Tlif^
nace and in't in the !.hell ■ '
shall be delermineil by the i
auii the dinin>.-lerof such sr:>
The Hartford Sieaui-boil^;
/Loco»i"fiff, March, 1892^ a>
compiitinl flin same as t1
.st»\ ■ " ■" ■ "
hen I
of til- L
jueltJD^-P'
J
IMPROVED METHODS OF FEEDING COAL.
. tubular boilers use<i for marine purposm shall hav© a fusible
erted in one of the tiit>€s at a point at least 2 in. below tlte lower
ek, and said plus may he placed in tlie upper head sheet when
■-dome*.— Steam domes or drums wero formerly almost univer-
I OB horizontal boilers, but their use ia now |f>*nerally discontinued,
ire (■■iiiriKlered a useless appendage to a sttvim-boiler, and unless
[^ designed and construuled are an element ot weakueiss.
of Farnace.— }{eLt>nt practice in the United Slates makes
: of furnace much grtau-r than it was formerly. With large i«lise8
cite there is tio seriouH objection to having the furnace as low as IS
, measured from the surface of the grate to the nearest portion of
f surface of the boiler, but with coal oontainiuf; much volatile
moisture a much greater distance Is desirable. SViib very vola-
I the di>tnnce may be as great ns 4 or 5 ft. Rankine i8 E.. p. 45")
dear height of the " crown " or roof of the furnace above the sriate-
lAeltloin less thnn about 18 in., and often cousideratily more. ]n the
1 of iocotiioiiveg it is on an average about 4 ft. The height of IS in.
I where the crown of the furnace is a brick arch. Where the crown
nrnace, on the other hand, forms part of the heat.ing-surfnce of the
^rreater height is desirable in every case in which it can be
: for the temperature of the boiler-plates, being much lower than
leflaiiie. tenUK to check the combustion of the inllamniable gases
« froin the fuel. iSs a general principle a high furnace is favorable
! combustion. .^_
[PBOVBD raETHODS OP FEEDIN6 COAI., ^
hanlcal Stokera. (William R. Roney, Trans. A. S. M. K., ToJ.
!liaiiii'Al sti>t<t'rs have been used in KuKland to a limited extent
In thai year one was patented by James Watt. It was a simple
• pash the coal, after it was coked at the front end of the grate,
vards the bridge- It wan worl<ed intermittentlj' by levers, and was
primarily to prevent smnke from bitimiinoua coal. (See D. K.
reatisn on the Steam-engine.)
be year 18411 many slyle-s of mechanical stokers were patented In
, bnt nearly all m >■ re variations and niodlflcations of the two forma
I pnteiited liy John Juke." in IStl. and bj* K. Henderson in 1843.
les stoker consisted of longirndiual flre-l)ar.'<, eonnecled by linkii,
>rni an endtesH chain, similar in the fatiiiliar treatimill hori^e-power.
I C'lal was delivered from a hopper on the front of tbie boiler, on to
', which slowly moving from front to rear, gradually advanced the
) iii»> ftii-iince and disciiarged the ash arid clinker at the back.
^'olter consists primarily of two }iorizontal fans revolving
^. which -•w.-tttter the coal over the Are.
in riu'ohanical construction and in operation have limited
lid other mechanical stokers. The first American stoker
'oker. lirought out in 1878. It consists of two coal n)aga-
.side walls of the boiler furnace, and extending back from
tr (roul ij or 7 feet. In the bottom of these magazines are reotitugu-
l boxes, which are move<I from side to side by means of a rack »iid
Uid nerve to push the coal up<>n the grates, which incline at an nnglr
t Si' fmni the loner edge of the coal magazines, foriulug a V-shaped
ele for the burning coal, Tiie grates are cotnposed of narrow parallel
» arranged that each alternate bar lifts about an inch at the lower
hileat the bottom of the V, and filling the sfiace between the ends of
Ue-l)ars, is jilaced a cast-iron toothed bar. arranged to be turned by a
Til- I'Mf. ■..;,. of thin bar is to grind the clinker coming in cont£"*'
tped receptacle is sprtmg a fire-brick arch. "
ii-al stoker the fuel to be huriied is dumped ifl
lit. Set in the lower fjort of the hopper isa pus
Itttcheil the " feed-plnte " forming the bottom of the nopS
' by a vibratory motion, carrying with it the " (ee>i V****3
w tha fuel over the " rlead plate '' and on the RVfive. 'vn
lieir ncrmal cnndition form a Si>iies of stoves lo Uve VoV ^^
r fert from thf " dead-pjate." Each b&Ki^^^in » coWftl
T, ABd Jk CAfiabler nf n rocicins tnotioD 1" ^'^^^™"" »-
t g-nttf-banf are coupled together by a*J
'-forth motion being given to thj? '
T12
THB STEAM-BOlLMfl.
•ad tM>« iLppwminating %<■■
tegniuft, like sliingin on >
wuit«iMl to work down ir
die ban rmrk- back r-
breaUmrup ibecak"
of air Uirr.uirh Ih-* :: -
strokea i - • 'Ouidwic lo liio kiuU uf c<mU. Ihiti
■Bdebec <* c<^tiBuous, aud QiuUly laodi the<
U>ediu>i(>ii> . 'low.
Mr. I{ou«y git<» ihe follovin^ record of tix teats to (
parmtiTe «coaaniy of tbr Booey mechanic&t stoker and f
Oibolar boilers, 00 incho x ai fe«t, biiming' Ctimbtrlai
dTHClil. Bating of boilM- ai 12.5 square feet, 105 U. P.
Three tests, haad-Rriag. T
=^s??rSSi°.sr.t^.^lii^!- '«-« '»" "•« '
B.P. deretoped above rating, ;( S.8 13.5 68 i
Results of comparatire te«ts like tbe abore t^hould be u«*' j
in drawing eeneralizatioos. It br no rueans foUony froiu tb
a stoker will alwajs Fhow irach comparative excellence, .
results of hanrt-flrlnit are much below what may be obl|
ablp rimimsiances from hi»nfiftrlt>p with iriiod I'umberll
Tbe Hairley Doirii»4lraiicl*t Pnritr^tv
Uie ordiiiurj ^i-ate there is carried a seconil .
water tuiies. opening at both ends into Bt«eldr
water is circultttt'd. Tbe coal is fed on this-
tlally eonsiimt-d falls through It U|>onthe lo«
iaconipleted in the ordinary manner. The di
tapper grate Is downward throueli the c -' ' '■■ ■
are therefor-* carried down Ihrotigli It
ouphlv heated, and are burned in th«-
exoesa of Imt nir drawn ibn.nph the I ,,,,
Chicago, from SO to i^ \hs. of oiinl were burned iter nquaral
this svMem, with good economical results. (See caialo
Down DraiiE'ht Furnace Co , (''hirn_"^ '^'^»
1Jnder>f^ed Stofeern.— R' ~
with iliiunniirddrauclit ureobtAti .ii|
bed. push me nnwara tlie coal nl ■ ■
matter disiillfd from It. The v< 1
has to pajw tbroueh a body of iu
dar-feed Stoker, Fraser Jt Chainit-^ . ......^
SnOKR PBBVE1VTION.
A committee of experu ^^
smoke problem. Aaummtt:
7, I8!I8. It describes the d '
smoke, Aiich as f^HH'fuel. ^i
holhiw malls for pi'elir>atlUL'
tion furnaces, nndaiKomai r
leaa efffCiiTe In diuilniKhint; siiioli-.', iIihIi • ■
upon the skill with whlrh tliev nre operated :
tory. Fuel-w l« nlijipctionntl.- eini-tly on
average quality of fiielgas
Illinoi!! coal. III a well-de>li."
i.'43.19I hcat.iinlt.i per KHWn
p'T III. of coal, whereas by
coal (rave ll,K'.> h>-at-iitilis
orailon nf ii ■,« ]h^_ wn'tT
evap'
ferl
of fA •
JW<. niiil (>(|iiiri il iiliiiulj
<re«ni /»-l«i the fuel (
.Ttvt.
SMOKE PKKVEXTlOJi'. Til
m
i-botlers, the object must be attained by one or more
eiea:
I {«t(lng of lli» boiler-plant. Tlilt. implies) proper (;rat«
elit, the iieccsaary uirspaite betwern graleuarg and
fample cumbiiMiloiiruoin uniltr Ijiiilrrs
uu I
■ of firing that is beist mlapteil to rtu'h pariioular fiiroace fl^^B
Bl cnmhiii-rii^ii of bitiiminouii ci>al. Tins may Im eitlter: (^^^|
W ctiarttJiiK all coui into tin? from of th« fiiriiaca iinlii pa^^^
pii pu&liiii;; bacic anil spieutliu);; or {l>i "alleriiatu side flr-
Ireadliig," b.v wliicli the coal i* spif ad over tlie wliolo grate
Ifonii layers at eacli clinrKiiij;.
|Dn of air throiuclt the f aniai:e-door, brldee-nall, or side walls.
p.iid other artificial means for tiiurouKldy luixlnifltiiB air and
»fes. J
the cooling of the furnace and boilers by the inrush of ci'^id \
fnace-doors are opened for (Charging coiil and handling the
g a gradatioD of the f<i;reral steps of comljimtion bo that tlie
U'KM, dried, and wanned at the coolest part uf tlie furnaor*.
a by !n]ecea6i<'a steps to Hie hottest place, where tiie dual
Ihe coked coal i» completed, and coiniHfUInK the disltUed
•en to pass through tliis Ixittest part of the lire.
{the cooling by radiation of ilie unbiirned con>bu8tible gases
jxing and coiiibiisllon bare been acoouipliithfd.
B supply of air \<> suit ilie periodic variulioti in demand.
tution of a continuous uniform feeding of coal instead of
in-King-
bght burning or causing tlie air to enter above the grate aitd
pgh the coal, carrying toe distilled products down to the high
^ne at the bi.ttoui of the lire.
ipf smoke-preventiou devices which have been invente«l is
[classiflcatiiin is :
■ I stokers. They effect a material saTing iu the labor of
[efflcient smoke-preveuters when not pusheil alxive their
nien the coal does not rake badly. They ai e rarely suKcepti-
|en changes in the rate of <}ring frequently demanded in
i
side H'liil^. bridge-wall, and grate-barH, through which air
Cheated. Tlie results are always beneflcial, but the flues are
clean and in order,
fches. or spncps In front of the furnace arched over, in which
k coked, buth to prevent coohiig of the diittiiled gnses, and to
tAKS through the hottest part of the f urnai'e just beyond the
tlt«are good for normal conditions, iiut int-fiective when tb«
^. The arches also are easily burned out and injured by
le.
jpi r., n r,. .rtlon of tliB grate next the furnaoe-doors, reserved
he coal before it is spread over tlie grate. Tiiese
•■'< furnace Ib not forced above it^ normal capacity,
i„ ... L.. J.J of "coke-flring" mentioned before,
(light fiirn.iees, or furnaces in which the air is supplied to the
Kr«t<*, unil the products of cimiinistion are taken nway fron»
Itp, thu.i; causing a downward druught through the coal, carry-
i gaseKdoun to the higlily h.'ated iiicaudeseent coal at the
layer of coal on the grate. Thl^ is the inoiit perfect manner
OinbiistioD, and is ahs<:»]uLeiy smokeless.
to tr> draw iiir in or inject oir into I In- furnace above the grate,
i the air and the combuHtible Ku-ses together. A very efncienl
er, but oue liable to be wastefiil of fuel by inducing too rapid
tten pla<>ed in the furnace above the Art to aid in mixing lb*
Isi*?. wir ii t hf air.
!• 'i there are two different styles; the first ofc,
i "low the first ^rale; the cool ia coWeAoutt*'
■ „ . s ttie distillvd gases are made to \.i\s» ov»<
r. nitfif iticj mi- lutiititl and burned; the coke tcoi-.
oato Ihf aecuiij tKiatf. a. very eflicleut aud '^^
V^ni^tJier complicated fo construct and main)
^^■KaorcooabustJoji trota tiie flrsL turu«Mo«
1^
714
THE STEAM-BOLLKB.
(he grate and &re of the seooiid, each furnace iyeing chwxwl i
when needed, the latter Reuerully with a snio)i«lea« c««ror<
tioniil and unpioiiiislnij method-
Mr. C. F White, CoTiKiiliJiii; KiiRinecr to the Cbic-«go 8od«t!
vention of Smoke, writes under date of May 4, IBM :
The experience liad in CtiicaBO ha* shown pinliilv th«t It l« i
to equip steam-boilers with furnaces which nhali Imni i>idli«r|(
such » manner tiiat the making of amolce dense eriongU lu ubtU'
shall be confined to one or two tntervalB of perha|)8 a couph
duration in the ordinary day of 10 hours.
GsH-dred Stcain-bollera.— Con<
producer, before liurniD); ii under the
Hfiioke-preveniiun. but Its expense has li. i I
duclion. A series of urticleri on the BUlij-'cr, ilin^lnit mna l_
devices, hy F. J. Rowan, Is published In the Collin y Eiujinrrr. \
also Clark on the SteanieniKtne.
FOBCED COnBCSTION IN STKAITI'BOILl
For the purpose of increjisilni; ilie amount of steaui tJ»ai t
by a boiler of a (jlven size, forced draught is of great '
universally u.sed in the locomotiTe, the draught toeing ob'
Jet In the Rnioke-stack. It is now largely u.sed in ocean t'
in shi|>g of war, and to a small extent in stationary tioilHr
ia f^nerally not attained lay ItH UMe, iu; advntila^eA twll
ftecuring or increased capacity fron> a boiler of a givi'ii b(
The subject of forced drauKht la well treated in a paper i
entitled, "Foixjed Coinbiisiion in Sienin-boilers"' tSecll<
Conereasat Chicago, in ISMi, from which we atiairsct
Edwfn A. Stevons at Bordentown, N. J., in ' ']»!
America," fitted the boilers witb closed ash-|i
Ciuslion was forced by a fan. In 1S.'8 Ericssoi,
at«amer "Victory," commanded by Sir Jcplin K-'S-^
Messrs. E. A. and R. L. Stevens c-inlloued the use of foi
a coosiderable p<;i'iDd, during tvhich they tried three difTeraaCt
the fan for promoting cumbustiou: I, blowing dirrot i
2, exhausting the bane of the funnel by the suotlou of t
into an aii-tiKht boiler-room or atoke-hold, Rach of
was attende<l with .serioiiK dilTlcnlties.
In the use of the closed aKh-pit the blaat-preasure would
the gases of comhusiiou, in the shape of a 8errale<i flanM.
around the furnace doors in go great a quantitj as Itiaffncti
cieucy and health of the firemen.
The chief defect of the second plan was the prf»«t n\ri^ of (h
to produce the nwesaary exhaustion. T' '- ' '
rapidly increasitig ratio as the combust
erealer air-supply and the higher exit t.
the wa.sle gas<'s.
The third method, that of forcing cold air by the fan Inb
iMDller-rooin— the present closed stoke-hoUl syt^m— tliouK
dlfHcultles in working belonging to tin' • - ' - • " t
defects of its o\>n, as it cannot be W' ,
lioUor-coustriiction, much, it at all, hi
draught, in most boilers, withnut '
Id isr.'i John 1. Thornrcroft & i
torpeilo-boats with boilers of the
coiubustiuu was attained by meauri 11 u..- [.M-n^ni n. m
air was forceil by means of a fan.
In 188S H.B.M. ships "f^atellite" and " Oom^tumr " ir.
system, the for"'—- '• '■'■■!■"■"" -'I-. '■■'■' ' " ■• ■ i
oladof 4.M10I.H
Co three hoiuH ■
wjnare foot of i.i- ^,.,,- ,,, ,,.,, ._■.., r..i.<.-, «... , 1...-.I i
ipieror,"
fionif of the short tHalh at these vatM of c^mtiusliAn ^
/.,(„,•,-,..,/.,.....,,,,„.,,„) ,„1, < ,1... l....V„,„ V.,„ ,i... _.
iMftUVJHguk >
FITEL ECONOMIZERS.
1
d
ikiiie. there being either excessive smoke from bituminous coal
' -rative economy.
'iiwden designed nn arran^menc intended to overcome
> tlie dusted aiih-pit and closed Htoku-tiuld siyutems.
lii' Utjiii reservoir or chamber is placed on the front end of the boiler
jrroiindinK I be furnaces. This reservoir, whirh pngcets from S to 10
I friiHi the end of the boiler, receives the air under prestaure, which t»
t)y the valves into the ash-plta and over the fires In proporlioi
I to tlie kind of fuel used and the rate of combustion reqiilre<i. Tl
..li nl>Mve the fires is admitted to a space between the outer and Inn
^ the inner havinj; perforatious and an air-distributing box
the air passes under pressure.
' the balance of aii'-proRSure above and below tlie fires lUl
"• fire to blow out at the furnace-door is removed.
^ the admission of the air by the valves above and below
'^t raf« of combustion possible by the air-pressure >ised ei
r.-tiid. atul iu same manner the rate of combustion can be reduced to
elow that of natural drHu|;ht, while complete and economical conibus-
HI nil mtew is secured.
fcftture of ilie system tfi the combination of the heatius of tht? nir of
>«4lion ii3' the waste g^ses with llie <-oiilroIled and regulated adniiH.si<>ii
r m ihc furuaces. This arrangement ie effected most conveniently by
• it nr«-e:aseB after they leave the ixiller IhrouKli Btiuiks of
nclosed in the uptake, their lower ends teing inimedirttely
l;e-b<)X doors,
on Howden'g system have hitherto been arranged for a rate
locfive at full sea power an average of from IS to 'H I.H.P.
• i of lire-g-rafe with lire-l.>ar.s from 5' 0" to 5' G" in length.
1^ tvlijved that with suitable arrangement of proportions oven 30
P. [>er squai-e foot can be obtained.
•r an account of recent uses of exhaust-Fans for increasing draught, see
irby W. R. Roncy, Trans. A. 8. M. E., vol. xv. «
FUEL EroivomizicHs. 1
Teen's Pael Economizer.— Clark givex the following averagu re-
Sof comparative trials of three boilers at Wigan used with and without
Bomicers :
Without With
Kconomizera. Koonomizers.
Coal per square fool of grate per hour. 21.6 21.4
Water at 100° evajiorated iM^rnour 73.155 79. -W
Witerat «ia°per i)ound of o^>al 9.60 10.56
.:f iu liurnfiit< equal quantities of coal i>er hour the rapidity of
iiicrea«e,l B.Sji ana llie efjlciency of evnpomtion lOi by the
'^tr eoononiiaer.
ih' Average temperatures of the gases and of the fee<1-water iiefore and
r paning the economizer were as follows:
With C-ft. grate. With 4-fl. grate.
Before. After. Before. After,'
! temperat tire of gases 648 340 501 HI
I temperature of reecl-water, 47 157 41 187
I
ter,^|
.kitig averages of tlte two grates, to raise the temperature of the fi
•r 100" the gases were cooled down HRO'*,
< r~-. I ,>auoe of a Green Economizer ivllb aSmoky Coa
'" CireeD'« ICcononii/.er was lesteij by M. W. (Jnis-^eteHte for a.
■'- weeks. Thf appaiutiis consists of four- ranges of vertical
iiigh. -3^ inches in diamclproiitsltle. Dine pipes in each rani
• P and bottom by liorizontal pipes. The water enters all '
iw, and Innves tfieui from above. Tlie system of pipes is
nek casinif. into which the gaseous products of combtlft'
■ from abiive, and which they leave from below. The pi]
soot externiiily by uutoniaiic scrapers. The cfc^'^cVt^
■/c feet, and thf totnl external heatlDg-surtace \& 'i"*if "
lint us U placed in connection with a boilei hav\i\K %A
b^.'cl^a^jJ^f'L 'f """■'' 'T "^'^n weeks conUnuow^-
716
THE STEAM-BOILER.
Mh, when iu performance. In the lame condition, w
l>r(.*ek. Durinp tbt- second week it was eleaii>>J twice frr_
jllie tliird week, after Imvlne Iwrn cleniitd on MotiJaj'
] ivoiketl tontlniii.nsly wltliout fiirtlur clennlui;. a stnoWe-i
llised. Tht' cousuminioii was jnaliuaiued 8ensil>Ii- CQDtMuit 1
lORsaM's ECOSrmiZKR.— KeSI'LTS op ESPKRIMEKTS 0!C ITS
jklTECTBD BV THK STATE Oy THB HfHTACE. (W. O
Tnu
(FebruBry »nd March).
!8tWe«k
Sd Week
»d Week— Monday
■|m -tidy ... ,
i'. iiir'sday.
i linr.-ilay . .
ynd
8«CBI
iroi>y..
Teniperalui-u of Fead-
waCer.
Tempenil
Enter- I.,6av-
ing iiir
re»d- 1 Fneil-
h«a(«r. heat<er.
Fahr.
73 5°
77,0
73 i
T3.4
79.0
80.6
80S
no
Fnhr.
iei.&°
saoo
IM.O
mi 4
ITfl 0
iro 6
109 0
:7a. 4
DffTeis
I----
f
euee.
1
"5
Kahr.
1
88.0*
iU'j'
•M*
153,0
RRi
or
IW.O
SSI
2l$i|
108.0
671
90.0
Oil 0
gse
l^^l
88.4
BSi J
^^^H
9S.4
Mil
^1
lat Wrt-lt. 9d ■
Coal consnmed per hour SMIbs. i\
Water evaporated from ii' F. per hour.. 1184 IKS
Water per pound of coal (.65 T 01
It is apparpDt that lh(^f* Is a jre*t advanla^ In eir-antitr '■^
—tlie elevation of temiieralurc liBviuir been iiu' "' . ' '
In the third week, without cleatiinp, ibe elevoi
In three days to the level of the first ivcfk; ■
quickly reduced by as much as half the extent i>r i >-i)ii...>
pipes daily an Increased rlevation of tempt rntiuv of ftV
Trnllst a g-nln of 6f was effected in the evaporative efllcie
INCRV8TATION AND CORROillO?!.
Incrnatatlon and Scale.— Incruslation las diati ..
mere !iKdiiiieuiH due to dirty WKter, which are eoxlly blown out,
up, by nieaiiF! of sediment collectcm) in due t» the firriaanc* of
feed-water icarboualei i wi.it. i,..t..« .,* li «t.,i m...^....-,. tnt ik<
part), which are precii
posits upon the l>oil>T ;
Where the quaulily i. ;.. „.
aay) scale pieVHMilvcs may be fuiv
either ftmii with the salts other -
ihetn in the form of soft mud. wl.u
b« washed out from fiuie to time. The tirieeiitw of ilir i-tHinl
iiend upon the cniiipo!<ition of the water, aod 11 iJiuiild >i* Inn
Ikriv aitli tiix f>-»ii
Kx
Kuir,;
fnll-.i. .. ..: „._... . . ..,._ a,.:.... : ,
bluwu uui. or ^'uthei>nl ailuaeUiiiieut cuitect<.:
Sulphate nt lime 4- Carlionat« Of «o<U = Sulphu'
CaSO, .N'»,CO, Sa,
Sodium phogphatc will decermv""* ♦*>» •>i<\\H».«»^ «>' Mitw mat [
Ru/nbai*- of ]iiu<> -<- Sodium 1 «*>
. ofniMniMt* ji
JRtrsTATIOX AXD COBBOSIOK. 71'
ty of sails ia Unce. scale preventfTMi arc not of much
■ ■* -iipply miiRt be Houcht, or the bad water imrlfled j
I be boilei's. TUf ilaniaip? done lo boilere liy un«,
I •iMjLiiimt by oulli'dinir rain, or condfUslriK sU'ft'n ti/l
ornleuaers. The wnlcr thus tiblaiiietl sliouUI be nil.xi'ai
Iter, or triisled wiili a Utile nIknLi, b.<^ iimliliilei), |>tir
or. after t-acli i«*rioOic tieaiiiiig, llie bad iiiay IjeiioeAJ
put R skill iipuu thf pUtrii.
and niiiKneiiMu may \ir precipitated eith<>rby lieatiiii; tlu
milk of lime (Purler Clarli process) wlili It, llie MatHfl
produced by the iigo of pure water, or by the prtuwnoo'
r, caused pcrbape in tbc eiiKlie-cvliiider by tlie actli'iti of
1 upfwi Uif grease, resulting; in llie production of fatly
liiflv lie n'.'Utr«li/,yd Uy tht' ajdili'iu nf lime
ttfimeDt which may collect In a IW-H.P steam-tH:>ner|
a». of walt-r p<'r hour, the water containing differeuij
,y iu solution, prurlded iliat no water is blown off:
trttien per U. S. galloii:
!» 40 SO 60 TO SO »0 IIH)
' 100.000:
Sl.tti C8 :^ 85 Tl lO-J.tS& l-iO 137. 1 151.3 i;i.4
la I boor, pound*:
H y.hti V.OM! '.'.571 8.0e5 H6 4.(1 -l.ftl .> 1 1
iirs, pounds:
^ 15.« i050 25.71 30.85 80.0 ill IU.3 M I
bra. pnuiids:
W.y> 133.4 164.8 186.1 «I6 0 248 8 r.'iM XM a
ler Ins I'JtW sq. ft. lientfdjr surfnce, one »i-cL'» iiimiinit
BT. Willi u'uler coniuiiiInK 100 ^inlnit of snhd Iliiilter per
wotild nialit- a wnle nearly .O-J in. thick, if evenly depus-
eatinc siirfwe, nMinniin^ the scale 10 Jtave a Kp. Kr. of
J. fu; -02 A l-:00 X 15C A 1/1* = Sli Ibn.
Compoandai— The Bavarian Steam-boiler Initpectioa
1*.*J us folbiwii:
Li:»naJ sutihtances in water can be retained in ftcjliilde furni
luud iiy adding cauDtiu tsoda or lime. This is especially
boilers have siiiall Interior spaces.
Iliave a chemical analysis of the water in urder to fully
l and qiuuility of the preparation to be used for lh«
tinds for reino»InB boiler-.scale kIiouM be aTolded. (A list
ida manufacture'iand sold by Oeriuan flrins U then given
tiBlysed by the aHsociatiou.)
■rations are either noiisenplcal or fraudulent, or contain
ivo Bubslancei recoiiiiiieuded by llic association for re-
ratly soda, which Is culoird to conceal its preueuce, and
aled with naeless or even injiirioiiH matter.
■swell aa RlvinK the compound bouih airan^. fanciful
Imply to deceive the boiler owner and conceal fmin hlni
buyinfc colored soda or Bimflarsubstauces, for which be ia
Lilt price.
wuultee * St. P. R. R. uses for the prevention of scale Id
an alkaline cominiuiid consisting of 3750 gals, of water,
.slicsoda, and lliOO lbn. oT !i9% soda-ash. Between Milwau-
h« water-supply contains from 1 to 4,lgll)S. of liicriisling
(., prlucipiilly calclnin CAibonate and sulphate and raag-
ihe atnfiiint nf compound necessary to prevent the m-
o ' pintj) pi-r IrtKi ««l.s. of waier. This i* really only one
.tity needi'd for i:hL'iiiical conibitiation. but the action of
vifi^iifratiyi', 7^-j sin-]ti-RHh fsodiuin c.vrli'iuu^*'^ »^x\Ti^c.t.%
f/ ibe carlyiitiiieH ot lime ami lu, ■, 'aV-^
rorw. The bicarboiiatt; of sod
la by the hpal. aud Is a^alu cliu: „.
■eiicsUjr Oils Mctloo mlglt coMtiniTo lm»»
i
720
TDK STIiAM-BOlLEB.
so strouK as Id the case of Uie lart^r tulie, so as to
eomriiCUnif the effective area hy drfiosit from tliti solution:
of Ihe sulutioii will be just siiRIcienl to iieutnilixe any wiilllj
ilron A'je. Nov. C, 1893.)
Ui»e of SElnc— Zinc is oflfn «i*e<3 in b-'lli-i-- (.■ [v
action of wut«r on Uie nietAl. Tbtr action n]M
Ibe iron l>pinK one pole of Ilie iiftlteiy ai<il i '
liydrogeji Koe« to i tie iron tliKll auJ escapf,- ■
oxjifen Boea to the zinc.
On nccumic of this action it in Keuerally bt-lievetl liiat zln
preveut corrosion, and that it cannot be 'lidiiiirnl to (In
Some exp^Tieuceti go to dii^prove ttiis (lelief. :> r
not only oren of no u»e. but lia«eren bt^u b
lioller bad been troubled with a deposit of t
^anic matter and lime, and zinc nas irieil nr.
action of the zinc was so obvious ihat iiii l
frequent openinu of the boiler anil ileaninp . ■
Ibe old scale »liould be removed nnd tbe Imiijei' )»•<
months later the water sujiply wa-s cliaM?i*d, it b'
another si ream supposed to be free from ttri>- mi
iimlter. Two or tliree months after i
were found to be coat4>d with an obstin .
xinc oxide and tbe orennic mutter ci
deixisit bad IxH-'onie so ueav\- in places as !■■ churh ovitI
of tliH plateK over Ibe ftre. ( 7^(<? L*>i'>*ninUx'r i
Bflect of ncpoHit on Flues. iKnnliine >— .\n
carb»»nureon.'* kinrl is often deposited from the flam- \i
naces in the Hues and tiil>es, and if allowed to acoi'-
ihe economy of fuel It U i-eniove.t from tiine to ti.i
and wire bnishes. The accumulation nf tliiK cnit^t is iii>- ir
tbe fact that in armie liteamsbips tlie consuniplion of cm
horse power yer hour ko««r on irnidually InoreaKlnc nnlb il
a half time.s il,*; nrieinal anionni, ami K^imeitnie^ rn<0'e,
OaugorouH Stcain-boller* dlsrovered bjr lai
The Ilartforil Sleam-lMiiler Insiiection ami Insurani'- t'n
inRpeclorfi durinp Irt'.W examined M"ia..VJ^ boilers. [
both internally and e.ttenially, subjected T"')! t.i I.
found 597 unsafe for further use. The whole nnui^
was 1'2-J,'*!)9, of which lU.SlMI were coimidered dangeroilKt .
given below. i77ir I,oco»ioficr, Feb. 18M.) '^
Si'Miuav, OY Dkpects, ros tbe Tkab It
Nature of Detects.
Whole Dan-
No. geroii-i
deposit of sediment 9,T74 M8
Inorustfitlnn nnd scale. . .18,369 StK
Internal Krooving 1,S49 M8
Internal corrosion 6,852 Iff
Kxternal corrosion 8,600 .^38
Iief'tive braceK nnd stays 1,998 IW
SetlhiRg defective S,0!M K
KurnaceB out of shape... <,57S i'.
FVnctureil plates S.B88 r,i
Burned plates S,T63 3i^
mistered plates 8,3S1 K,i
Defective rivet* 17,415 l.r^O
Pefective heada 1,3J57 ajo
Nature of Dnfec^a
Iyeaka^<
LeakBK;
Waters
Blow o.
r>t?Hob 1
Rafel\
Squire.-
rnclassifled def>«ta .
Total.
Thn alM>vi>.named company piibllKhes nniiiinltT a ««laa!i*fl«l I
f»xr' "'■'•■ •n piled cbieflv from new::
W -iin.s lake liFane in tbe 1
'iOo '.s, and iiijurinf; from Si>
to b I ■■ '• , and mny iueludr only n
explftMiiitm.
M««in«bolI«n» aa naKactneo of «.-Ki>^o«\-<t« '
JC. I! Th'intott (Trans .\
tltli^. jiifM'iiiM calciilation
of carl
U» R
Ii., he says: Tt bi 60 iucL«8 In diameter, contaiultig fiO ^iiicikl
15 feet lon^. It has 85(1 feet of heatineand HO feet of gralt
«e<l at BO horse-iwiwer, hut iftofteiier (Iriren up to 75; welKlia
aii<l uKUtaius uenrly its own weiRht itt water, but ouly 'i\
)f stfani wh('n uiu.ler a pirtwiire of T.'i tioundB per »gunre iiicli^
Ik-Iow its saft? allowaiict'. II stores .VJ.IXW.OIXI ftvjl-puiiods of fu
wbicti <>iit 4 per cent i» in llie 8t«-ani, and tliis is eiiuiigli to drlva
«r ju»t about one oille into the air, wiili an Initial velocity of nearl]
sr 8<!Cond.
SAFETY-VAItVES.
itlon ot fVeleltti etc., for Lever S«fet)'«valvea.
welglit of bail at end of lever, in pounds;
V = w«"iKht of lever Itself, in ponnds;
f = wt^JKbt of valve and spindle, in pouiida;
L = tlistaiice t>t!tu'e(>u fnlcruin and uentru of ball, in iiicliM);
1= " " " " '■ ■■ valve, in Inches;
g= •' " " " " " gravity of lever, iu in.
A = Area of valvp, in square inclips;
p = pressure of steara. In lbs. per nq. in., at wliicli valve will open.
SAFETY- VALVK8.
per 84
1^'
Tlien PA Xl = W y L + wyg+V xl\
wtaence F =
W =
£,=
Al '
PAl -wg-Vl
PAt -iFg-yi
W
Knx.— Dlatneter of vftlre, 4"; distance from fulcrum to centre of ball^
o oeotre of valve, 4"; to centre of gravity ot lever, 15^"; weight ■
uid Hpindle, 8 IbR.; weiiiflit of lever, 7 lbs.; required the weight of Ix
ke the hlowing-ofr pressure 80 lbs. i>ev Hj in.; area of i" valve = I3.5W]
Then
PAl - rty - VI
L
80 X 18.8t6 X4-7X1^-»X4
3G
= 108.4 lbs.
,tbUowlns mien governing the proportions of lever- valves are Riven by
'. S. Stmervlaonj. Tlie distance fnnii llin fulcrum to the valvp-Rteni
•• btt lens than Ibe dlintifter of the valvc-o[HMnnK; tb" leiixrii
^t nut be niLtre than ten times the UiMliiihOe frtiiii the fnlet'uni
i-m; the wrddi of llie lienilnFrii uf the fuloniin nnist not lie
liuii Uiive quarters of an iucli ; the letiKth of the f nierunilink imiMi not
■» lliau four Inches; the lever ami fuleruin-link must be made ol_
elit iron iir »t4.-el. and the kiiife-ed^ed fnlernni piiinis and the beuringg'
heiie iifilhts mu-st lie made of steel and hardened; the valve must be
"'I by its Npltidle, i>oth rtb<>ve and l>ekivv the tfround Heat and nbove tijit*
fiKh supportM either made of com posit iun ixnn-metal) or bushed ^
a the spindle must fit loosely in llie Ijearings or 8Up(>ort«.
Raleii for Area orsarcty-valvea.
T. S. SnpervlslnK Inspectors of Steam -vessels (as amended 1»I9I).)F
'•r iiafet.v-valves to be attached to nmriuc boilers »liall have an area of
"w than 1 M). In. to 3 sg. ft. of the larrate siuTace in the boiler, and thi
of all <iiieli «af>'iy -valves shall liaveau aiiKlcof inclination of 45° lot'
* line of I heir axes,
•Ok limdt-d B»if-ty.vHlve» Kliall be rt:qiiireil to have an area of not __
' «1 In. to 3 Ml. ft. of Krate KiH'fftce of the boiler, except as hereluafl^
*i«e provldeif for wnter-inl»e or cft'il niid sectional boilens, and ei
S-tonilpil inhf slmll be mipplieit ivitli u lever thsi vb\U ra\s*t\x»>"
rrtftra iJifiniiiv of not h'an tliAii that equal to one e^^^\^V\\ t\\e *V
vetr rairea for WMer-tube or coll uDd Sectional boV
W4
TUB CTBAM-BOILKft.
ff «" ciiiiitiitip (liih fi>ri)iiila wltli tlio fiiriimlfv
• Iiiiy va.!ve llian ritlieroJ thoicaiJL'M(
. - .omiif) !< 115 >: S.33 X 6I.« = (ICIflS-
I
Diuueler, iiicliait ... 1
Flow, lbs. per lioiir.. ?M
Horse-power SS
I^ 2 -•« 3 M4 4 5 6
1100 J4M ITS 901B S^ «34 SSOO ««
37 47 fiS 67 7<6 » 88 IJO
the burs»-i>ower Xifing utktm •« so eva|if>r«tion of SO lbs. nf water perlmid
If we solrv Uie t-xaiiiple, ab<>t-« ifiven, of tbt> boiler erjipui-atitig MOO lti(.(
vairr per hour hy this titble. «re flml it requires oii» '-incli valvf. nr ttT'
'JUid n S-inoli mlvf coriibiiifd. Tlie 7-iiicli vulve has; an area of HHSvq.!
■nri tiK' >wo siimlli-r viilvi>u ink)*!! topFtli«r have an area uf ouly U«{.f
*n " ' "' t' ; lity of couiiidtfrinc the area uf disk u I
fi>' larily of the vjUv«».
1 t in'ii.s* sttfrty-TaWwi of ifreatrr dta
Ihjin < Ml. II II kii 111' ' uuiiiiiMii- Ik rallrd for by the rule that U i
tlii»ii two i)r iiinTM v:i!v»'». iiri« iiH»^i iii^^tejid <»f one,
MprlUK^IoBded Sal<i*t}'-valV«m.— Invtead of weiKhta, sprin
ADiiiriiiiies ciiiiili'yt' 1 to Jiiilii iliiuii safeiy-valren. Tbe OBiciilaCio
alniiUu' I'l ilio.^e I'oi' li-vcr hafctv-valvea, tlie leiisiouof tlie spriDg eon
liijf U> a ^iv«'ii riMi iM^itifc first found by experinmut (se<? Sprfnie:*.
Till." \\ii<:- "f th« I'. S. Sin>errfR«>r« ttlliiw ao area of J aq. in. nl thrl
to 3 N(). ft. of f;riilf\ iu the oa^o of spriiifc:-loadtf<l TiilTefi, except, in watel^
ooil, or sectiniml iHillers, in tvliich 1 1^4. in. to 6 8q. ft. of grate igallixfcd^
Spriue-loudetl iufelr-valveu aiv iibuaUy uf the i>wct ionary or "pop"
ill whioli the e«(L'af>e of tlie steam is oppnsecj by b lip abore the vaJn
■fniiiHt wliicli the esenping Hieam reauti, eauaifis the valTa to HHt
than the ordinary valve.
A. O. Brown gives the followiiij; for the rise, efTectire area, ami qu
of sceain dlachnrxed per hour l>y valves of the " pop " or KloJjaixbos I
The effective i» taken at only Mf of tlie actual ai-ea due to tbe riae, oaa
of the obstruction which the lip of the valve olTer!) to the e»cap« of steML 1
OijL value, in
Uft, lucbas.
1
.\^
.173 .iwO
3
an
.aw
4
J7o
.^'.^
\U
Area, «q In.
.IW
.SM
.600 .Tffi
1.OBI
UI75
i.-m
3.1-.>1 £MIIJ|
Oatige-pres.,
S(«<un di«c-lwiK«d per hour, Ibe. 1
aoibs.
474
86«
ino
1897
9603 SSJ5 4178
S19H
3
SO
6S»
1200
1878
WHO
Sa» 4)595 ' 5901
7W2
m
70
861
1556
S417
s4ao
40(0 61 (i 75IW
ma
lli«
m
00
1060
1W7
S847
4W7
8690 7770 9»)<>
I1.SS5
IIMi
m
ICO
1114
^oaa
sdoe
4.'iB0
cifw 1 s«a ion* i-,>sr5
"^H
1»
1*H
SItB
3736
sns
7303 1 9S1J IITS.") 14410
in^H
140
161C
2738
4i&4
6070
8;.'W) it 0635 i:(.'S«i.i
16405
100
low
30M
4780
6794
9I7S IISOO 1 40:*
16%&
ISO
ItMS
S400
tstm
7540
10180 I3«60 l«iW
jQsn)
mo
8062
3rj4
5786
8e>8
11150 11165 181TS
-«ifl
9
If we take 30 ilw. of xteain per hour, at. 100 Ihii. {;auge-pressiir« = I
we have from the above table:
Tiiaineier, iuchesi... 1 lU 3 2U 3 3|l{ 4 4W 6 '
Horse-pon-er tt8 G^ 107 l.'iS aOO 277 S36 4U 4M 0
A nafetyvnlvp should Iw capable of diricharEiuK a much greater i|i
of Bteani than that eorre.spoucliJiK to iht* rated lii>rse-power of a Uiilir.
a boiler liaving ample ifrate surface and s( roiiK <lraut;h( may Beoei»le
than double the quautii}' of steAiii ilK raiiai; culls fur.
The Conwilidnted Safety-Talve C<j."» circular gives the folloKiiif
capacity of its nickel-Heat " pop " safety-valves:
Bolter J from S 10 *f 85 60 P 100 J« l9) 17! »
H.p. } to 10 15 80 SO n 100 las 150 175 no li>
The Spires in the lo«rer\\D« tmm%Vnc\\\A^VacV\.\uchiaive,
Ibeforuiala U.V. = EiO<.dlaHi(:tfiv - \tac\vv
1.
SA*ETT-TALVKS. 723
„ br Raukine !h 1. ISO to 1/180 of tli« number of pounds of w«le
tttid (K-r hour, pqtinis fur the above cane 27 to !!0 sq. m. A culiiuilin
Ptiirer. Jiilr. ]S9ii. K'if*'-' two oiher rules:
1 sq. iu. dlBk area (or 3 sc^j. ft. ^ale, « liicb wnuhl give 13.3 sq. in.
^ sq. in. (JUk area for 1 s(|. fr. grate, wliich u-oitltl ^ive .10 itq. in.; litiH
grate-surface wen? rix)iice<l to 30 sq. ft. on acoiunt of inoreoti^iM
n, these rules wuiiltl make tlie di.sk area otiiv W autl Stf.S sq. in.,
tlvely.
Fhiladelphia rule for 100 lbs. gauge pressure given a disk area of O.i _^
for each mj. ft. of >;rate area, which would ^'ve au area of SA sq. iar
•q. ft. grate, and only 0.3 sq. in. if the grate is reduee^l to ."JO mj. ft.
oraing tothe rule ibis aggregate area woiiid have lobe divided l)etween
Bl«rB. But if the tx'iler was driven by foreetl draught, then the in-
x " niiiBt estimate the area of grate at 1 SM). ft. for each IC lbs. of fuel
dper hour."
JerthI* condition the actual grate-sur-fai-e might tw cut down to 400 -;-
t&>q. fi., and by the rule the combiued area of the two safety-valves
1 be only '25 '.' O.'Jl = o.'-i^ st^. in.
rtrom'-i Po.k'-t iicinl,. edition of 1891, gives *f sq. in. for 1 sq. ft. grate;
Ij. vol. ii, IWHW of the heating-surface. Thi.s In
,i<W = .4 sq. ft. or 57.6 sq. In.
I give for the area of snfetv-valve of the same 100-
•-(iQwtr Ix'ilt-r resnlls rautctiig all th^ way from S.ti.'i to 57.6 sq. in.
of the rules above quoted give the area" of the disk of the valve an the
: tobeaxcertained, and it is thi.4 area which is s^uppoeed t(« bear »onie
t nuio to the grate-surface, to (he heating-iiurface, to the water evap-
■d, (•ic. It is diffleult to see why this area has l)eeu considered even
'illinal'ly proportional to these ciuantitieft, for with small lifts the area
iiig bears a direct ratio, not to ine area of disk, but to tlie
i'jus djometers of valve :
leiet 12 3 4. 6
^ 785 S.14 7.07 1S.57 lU.Bt ai87 38.48
tofweix* 8.14 8.38 (>.4« 1S.5T 15.TI 18.85 iJl.M
nn. X lift of 0.1 Id 31 .63 ,94 l.SC 1.37 1.S9 2,20
>1o»rBa 4 .a .13 .1 .08 .087 .057
" ■••' -• .-^. therefore, are therefore directly proportional to the diaiu-
tciuuference, but their relatiou to liie area is a vaiTlug one.
■ 1 iljaiiieier, then tlie opening would be equal to the area of
■■^.1. IN I ucunifereiice X }i diameter = area, but huch a lift is far
"<1 the actual lift of an ordinary f!afet.v- valve.
•Correct rule for size of safcty-viilves should make the pnvluct of tlio
'_6l«r and the lift proportional to the weight of gleam to be discharged.
'UigicBl'" niethoil f*jr caUMdating the size of safetj'-valve is given in
'«n>inofii>r. July, IWi. based on thea.5sumption that ihe nclnal opening
'W te fufBclcnt to discharge all the steam geiiernled by the hoiter.
wr'a nile for flow of steam Tb taken, vix., flow Ihroiich aperture of one
"■ in lbs. per second = absolute pressure -e 70, or hi lbs. [ler hour = 51.13
WOlute pressure,
>••« angle of tlie Beat is 4.'>'', as specified Iti the ndea of Ihe U. fi. Super-
Si the area of opening in m], Iu, = circuiufereia-e of the disk X Ibe lift
I, .71 being the cosine of 45" ; or diameter of disk v lift x a.U3.
Q. Brown In hig book on The Indicator and its Practical Working
<ii3ii, IS94) gives the following as the lift of the ordinary lever safety-
>for 100 lbs. gauge-pressure:
)iBni. of valve.. S 3^ 3 3^^ 4 4)^ S 6 inches.
Use of valve 0683 .05i>3 .0607 .040-^ .04';8 .0462 .0446 .0430 inch.
illft decreases with Increase of steam -pressure; thus for a 4-ln(:li valvej
prewure, lljs. 45 6.', 85 105 115 136 IS6 175 195 OT
■e-pregs.,lb«.. 30 M 70 90 ICO 120 140 100 IfO
Inch 1031 .0775 MX) .0517 .0478 .0413 .n3(i,-| .0327 .0-J90
'etTective area of opening Mr. Brown takes at 7<i:4 of Ihi? rise niiilllt
e circumference.
approximate formula correHjKindlng to .Mr. Brown's figures for (
between ^ and 8 in. and gaiiKe-pressureg between 70 andj""
3 (.0009 - exaJtO x-r — '^ , lu which d = dUni.
*O0. pivgaurv
1
r
I
^24
rnS STEAM-BOILKft.
If wfl combine this formula with the foriiiiilot
Flow in lbs. tKjr hour = area otofxyninR in mj. in. ■ M
Area = (liiimeter of Tal»t" ;< lilt. X '-•■•!!<. we i>l-
Hiillior suiri?i-sls as priilMbly a more correct
capacity of tlif, orrfiiiary le»t'r «afdty-T«l»e thm
Flow in lbs. {>*>' hour = d<..Cie<B - .Wiid} x Ha >. 3.33 j^ il.« = I
From which we obtain :
Diameter, inches ... 1 1<^ 3 v!H S SM 4 fi
Flow, lbs. per hour.. 754 1100 14a8 1^ 8016 ! .
Horse-power S5 3i 47 58 67 76 M H
ll>e bortie-powpr behig tulo'ii us an evaporation of 30 lb*, ntmitrfit
If ve aolvH the exaiuple. abi>vc Kivrn, of the boiler eTii|K>i*illir*W
wAler per hour by this taijie, we fluii it r«<4uireis one i-inch <
nud a S-iiich valve combinej. The Tinirli viijve has au i
aoJ lh<> two suialler valve« tulceii tu^'etlier hare an arval
anotlier eviilenco of the absurdity of c<jn«iderlnK the
factor which deterniinetl the cni>acity of the valve.
It is cuBtoiiiary in practice not to use safety-valves of grenu^ U
than 4 in. If a greater diameter Ik called for by the nile that ittt
then two or more vnlies are li»ed instead of one.
Nprlus-loaded Saretyvalvea.— Instead of weiKhK. *f^
poiu'l lines eniploye'l to hold Jowo safejy-vaWeii. The caleiii*t«>
dinilar lo those for level' i>«fet.vvalvei<, die tt'nsioDof liie a|>i1DK aun
ingto a i;>ven rise bciri); Hrst fouuii br experiment (see Bprlnip, |Mi
The niles of the U. S. Siiperviwira allow au area of 1 »] In. "( •»«
to 3 Hq. ft. of k'rate, in the case of spriotloadeil »alTe,« " ' x'Mf
'.'Oii, or sectional boilern. In which 1 wt. in. to $ iq, ft .Jii«
Sprin^-loudeil safetr^valven are iixuuUy of lb« rmc p*
in which theescaiieof lliestearn is oppo.sed by a lip ium .^^• oirtlJl
against which the escaping sieain reacts, causiOK Uie ralra la lift
than the ordinary valve.
A. G. Brown gives the following for the ribe. eflfectire area. mhI i|I
of 8t«aiii discharged per hour by valves of the " jiop " or RlriiardMI
The effectlTe Is taken at only 'M);%' of the actual area due lo tiM rli*,«<
of the otwtrnetioD which the lip of the valve offers to the escape «"
I>ia. value, in
Lift, incbea.
Area, sq In.
8M|
Gatige-prea.
.ia) .ITS .ml xt!, .«u
■ 354 .650 1 .7851 1.061 I 1^1
Steam iUsc-luirg«d i)er b
<H
1897
MW
3400
4907
4580
ecrra
9M9
8030
4IW0
SSiS 4178
4009 S«OI
«l<4 TSM
7W I tma
It we lake 30 lb>i. of steatn per hour, a I 100 1U>. K'^iytf t
we have from the above table:
Dianietor, inches... I IVi 2 iU S JH i
Hoi^-po>ver 3S 09 107 i:»S auc JT?
A aafetv-valve Mbonld Im* inkpable of ilis<-lifirLrlng a ■
of s<.... ...'.I.... .1," ,1..,.. , . i> ...1 1. ...
11" .-....., ...... ... ,.,,..1.,,. j;i.r-j till
CHpncityot Ita nickel-seat •• p^vp" «\ti-t\->i«k\xar.
Boiler I fVom H to « » *" "'L ^ "^S.
I As-ui^^^^Bfifclllve from 1 kwtVi U> Ik Vmi^.'
THE IJTJECTOR.
725;
THE IKJBCTOB.
Bqnatlon of the lujrrtor,
! numbt^r of potjiiiiH of strain useil :
umber of pouiicl4 of water liftvJ aiid foiopd into Diif bollfCi
eight in fw5t of a cuiuiiin Qf water, eqiiival>^at u> Ilin nlwfiliiif
Bsiirr in thu boilBr;
eiRlil In feel t)if water is lifted to tJii< iiijectur;
cmpoiaiuit of the water before it enters Die injeotor;
eiMi)eratuiv (if i)ie water after Ivaviiij; ilie injeflor;
total heat atxjv« Si" F. iu one puunil uf steuiii in the lioiler, In
lettt units;
» lost work in fricUoa and the equivalenl loeil work due to radia-
I and lost beat;
Declianiual equivalent of b«aL
r-(f, -*f)]= wt;'. -f.) +
(W+Sih + n-ht + L
Dt foruiula, neglectini; Wh, -|- X as small, ia
S==[m<,-f,) +
fV+S
PT-=i
s =
VFldi - t,)d + -IBSlp]
78jH- (f, -as*)"
_ fi -(f,-33«)d-.1851iJ
ll = weiplit ot I cu. ft. of water at Icinperattiro f,; p - abfiolnt«
if steam, ll)H persq. in.
• (or finding the proper sectional arpa for the narrowest part of
Bl given as followB by Bankine, 8. B. p, 477:
, , cubic feet per hour (trosa fwd-water
I squarfi Inches = -—^ ■ •
800 t pressure in aliiKwipbereii
at condition vrliich mnat bo fulfilled in nrdfer that the inj«?tor
I that Die Bupply of water must l>e witflcieiit to condensp the
[the terrifieratiire of the Kuiiplj' or feed-water i?( lilgher, the
Inter requii-ed for condensinj? purjwses will be greater.
kbeluw sivea the ealeulated value of the tiiaxiniuni ratin of W'ater
iUn.and the rahiefi ol>tn]ned on actual trial, also the bigiietit adiiilK-
rature of the feed water as sitovrn by tiieorv and the liiitliedl
nd by trial witli several injectoi-s.
r
"t'ZS
THE STEAM-BOII.RR,
STBA9I SKPARA'TAR!*,
r ini.iUl steam flowing At n liiifli vt'l.
Jr-iily chftiiK«'>3. '''«' pai'lidesof wat^r »:
llif ir oriRinul iliiectlon apiiiiiBt tlif heii.l
II which the fhaiike of (Hreellou talEfS |iliiot. l(> indkiij^ jir
For ilrawini; otT the water thus isrparated tbe slemit may
greater t»r [ess oxtont.
For ioiip; Ktfaiii-t>i|ic'H a lai'^f drum shoiilJ be |iru(-|d
tor truppiiiK tlie wat«r o<iiideiisw-il in llie pipe. A ilruin
tcec hit,'", h(iB Bi*'f" good results in separatiiiK ilje WBier<
a stt>am-i>ipL- 10 inolifs diamfifr ami SOU feet loup.
■Sfflclenry of Steam Separator*. -Prof. R. C.
mtiUu a scrit'g of testn of hix xlt-aju ht'paralora, /uriii«hiiiK I
uontaiiiiiii; iliETfienl peicentaKes of uioiature, and teisttiic
steam btfon.- fiilviing and after pas^tiiig tbe 8**p<irator. A COB
of (lie prlncM[>al ivsuha is ^iveii hulnw.
Test with BtPBtii of about 10* of
Moisture.
Quality of
Steam
before.
87.M
90.1
80.8
uo.e
88.4
88.8
vercent.
Steam
after.
OS.Si
96.0
96.8
98.7
90.3
99.1
90.8
80.0
fi«.e
iia.o
15. S
1H.8
Teet* with Varjiag Ik
Qualltr of
!^t«am
before.
flO.1 t^> 9T UST-Slo]
BI.9 •• 98
9S.1
9fi«
Ta.s
67.1
68.6
10A
any uf llw
CoDcluBioDS from tlie te^ts were: 1. Tl'
rnliiineof the several i*ep«iati>r» and tl.
i!. No iimrkeil dt'civajse in pieesine «.i
I he most beinp 1 /; IIjs. in F].
3. Allhoiit;li clianiieil direoli>in, re<liioed velocity, and |i«rba}a<
force are necessary for koo«1 iwparation. still Kome iiieana miitit hf p>
lo lead the water out of the eiiiTeni of tlie Meam.
The hii^li etneieuoy obtained from B and A wa» lari^ly due lo Iha fl
111 B the mtnrioi' .surfaces are uorrneated and thus catch the wUrrl
out of the stua:ii and readily lead it lo tbe biilloni.
In A, OS iWKiu as tbe w«lj»r falls or is (ireoipilated fixnii lliesfrnin. H
in contact with the (lerfmaled ili«pliiii(.-'"thr"iit-)i wliich If piti Hi
space l)elow, when' It is ii'it subjecled lo ;
In U, the neiil In enU'ieucy, IliU U acC'
diaphragm which throws llie nntor bad
of hteaiii.
DKlTIiKiniNATION OF TIIF. mOIMTl'RE IIV STK
STE.tm t'ALORI.nKTKRs.
In all boiler tests it is iiiipnrtniil to nscertnlii »t.
i.e., 1st. wbelher the aienm is 'snliiriited " or
uf heat due to the pressure nooonling to slandiirrt e\ >
the nimmilv of heat is dencient, So ihiil lli>' slenii.
the heat is in excess aurl the Hieaiii »u|H*rlieute't. 'II
tftlnitiK (he qimlitv r,r il... vi^Mn. i^ .ii,,l,,ni.t..,ii. ii
mlllee wliicli )•
icri--', of ivldcl.
evRp.i'/ii.'.l i.v
coil'-
the
kW:\. xn** •! \"!
INATION OP THiJ MOISTl'RB IX STEAM, *29
■•"- ■ ni V '^r allowing the watpr to flow to waat«, and
•!.e wtttrr.
rrcl 1« fll!«l with water, th« weight and
-;uwii tlinniiiU the hni^e oulsido the barrel
IK ' "aimwl whpn tfiM hos« is suililciily thrust hilo
til- ■yn-rat^a until thf t«-iiipprature of the wattr tK
tlie 1... , .i.t, say about 110° iiKuall)-. The liose is then
I qtilL-ltly. ihe U-iii|jerttturB noted, and the welpht nKUin taken.
' of I/H> of a (Kiiitid in wreiphiiip the condensed steaui. or an error
. in the teiuprraiure. Mill cause an error of over 1<( in the calvu-
tftge of moisture. See Trans. A. S. M. E.. vl. 288.
Xioa of the perceutaisR of niuiuure is made oa below:
« = rH[I""-"'-^''-''4
' of the at«&in, dry Baturat«d ateam beitiK unity.
t of I lb, of steam at the observed prenure.
water at the temperature of Bteam of the cb-
aerred pressure,
condensing water, original.
' " " final.
ight of uondecisln^ water, corrected for water-equlvalem of the
ppamtus.
i^hl of the steam voudenaed,
ajteof raoisturo = \ — Q.
tn-aterthan unity, the Hteatii Is superheated, and the degrees cf
tli.c = -J.iWiW 17/ - T)IQ - 1).
ullT <>r <>l>la.lnlng a Correct Sample.— Re<.'entezp>eriraent8
i . i'lans. A. S M. K . xvi. KMT. i-hrnv tliat it is practi-
nu a true nvcniKe snnipii^ of the sleam flowing In a
t-rniinations all tlie sleom miKle by ilie boiler slicmid
.1 ;h,iiu»li .1 .-ipniHtor, 111" water sermnited stioulil l>e weiKhi'il. aud
ueler lest niadH of the steam just lifter it Ims pusst-il the jit-parator.
Calorimetera.— Inatend of the open barrel in which th^ st<>ani
!ii»-ii, a coil actliiK as a surfari> ondeiif^er may be u.sed, uhieh is
n iho biirrei, the water in roil nnd liarrel Ifeinff weighed wpnrately.
lii.na I .,f III! apparatus of ibiitliiiul designed by the author, which
■ sult-H with a probable error nut eiiceedlnK ^ per cent
■ A. 8. M. E , Ti. aw. This cnlcrimeler may tie iiseil
d, instead of iiilerinitteiilly. In this case acontinu-
-- water into and out of tlie l>arrel must be estaidlahed,
<if inflow and outflow and of the condensed steam
- .if time
EillUns Calorimeter.- For percenta(£i*s of nioiHtjire not ex-
3(H'rcenl tlie IhiottliiiK cuioriiiieter iu uiokI UKpfiit iiinl convenient
larValily flr»:un»t,- In litis inslrunienl the ste/iTii niiich reaches it
i by an oiitlce 1 ItHucli dinmeter. npi'iiliip Into a
! CO the iiMiiosphere. Tlie Kteiiiii in this chani-
1 nearly or quite to the jMesHiire of tlie atiiioH-
'tl b,-ai in the steam before llirMttUii(c euuKex the t^team in
lie superheated more or less according to whether the
; Itling wan dry or contniiied moisture. The oni3' obserra-
se of the temperature and pi-essure of the steam on
la for re<lucing the observations of the tlirottling
'Wt IS ii.-i f Hows (Experiraentd on Throltiiug Cnlorlnieters. Am.
Act 4, ISM): ir = IW X ^ ~ '' ~j^'^ ~ ''. in wiifch w = percent-
' in the steam; B = total heat, nnd F. = latent heat of stesB
■■: h = tot«l heat due the |jrrs.«iiie in the dischart;e sidei
— ] Mil I", at atmriRplieric pre.«isui*e; AT = specific heat off"
• ratiire of the ilirottled and siiperlicated «W
/t'rafure due the pressure In »V« ejjlortmtj
ire.
£-ir c./A/iH,/ rJiofiri-asiire In the liiscbarice side ot the C&VxUn^
\hrrie prtfaurit, the furniiila J><>coiiie
briii,iUj/ie foJIomiag telito is ^
I
730 THE STEAM-BOILER.
MoiBTURS Iti Steam— DsTKiuiiiciLTioWB bt Tbhottuko
~1
i
Oauge-pre«stire«.
ta^J,
1
o3«
fi
10
SO ao
40
60
00
TO
TB
W 1 A
lU
JH
■
a
Per Cent ot Hoiature In Bt««ni. ^
0*
o.i;t
000
1 (54
S.Ofl
2.50
2.90
1 1 1 1
8.24! 3 W ' - "" ».l
lO"
0.01
0.39
l.OJ
1.54
1 97
■i.da
3.71 ' S " 3.4
2.17 2 1- JJ
20*
.51
1.0-2
1.45
um
30»
,00
.50
.92
i.na
1.04
40*
,,, i
, ^
.}»
.77
> 10
1 1
50°
. •- •
.IM
.57
J. ,
60°
. . t ■ *
• *
- . - .
. ■ • .
.08
:m ..
TO"
.roai
Dif.p.des.'
.osm
.0S07
.nsts
.Of.26 .0f>3l
.n5*i
.0M« Of^ll ...^
i
Gauee-pressiireg. ^|
3 ^Bo'
^^H
05 ?t'
100
no
ISO
ISO
140
ISO
ido
m
180
"^
r^
1
Per Cent of HoisUire in SlMim.
0»
4.30 4.03 4.R3
6.08
5.89
5.49
8.68
6.87] 6.091 6 tfl 1.1
6.W S.Ss.WIJ
4.74 4.91 5.08. J 1
10»
3.84 4. OB
4,:»
4.68
4.78
4.98
6.11
SO"
3.29 8.52
3.74
3.06
4.17
4.87
4.58
80°
2.74
a.tf?
3.18
3.41
3.ai
3. HO
3.99
4.17' 4 34 4 5l'«4
«•
3.19
3.12
li.63
8 85
3.00
3.34
3.43
S.«V !1 7«' S (M « '
80*
1.64
1.87
U.Oft
2.29
2.49
2.6H
3 !^ " ~ "
«0°
1.09
l.SS
1 52
1.74
1 98
2 12
2
70«
.55
.77
.97
I.IN
i.a«
I M
1,;.
80»
.00
.«
.42
.63
.83
1.0(J
I.IS l.:i4 1 .-
90°
.07
.26
.44
.611 .781 .'.>:
.05* •! ' ":
100*
110*
V\t.p.ifK
.0549
OMl
.05.M
.0586
.0559
.0561
.a'...
84)par«ttn|{ Caloiimet«ni.~ror percental
the rangt) of the throtllinK calorimeter thp »ei>ar!ii
whioli is sinipl.v a steam (wixirHtor on n - '
lbl8 caloriinfler io drsfribeil by Prof, < i
For ftilJer iiiforiuatioii on various ki;
Prof. Peabodv. Prof. Carpenter, ami Mr
X, xi. xii, l6S9 to 1891: Appendix li
A. S. M. E., Tol. vl, 18»l: Ciiciilur of S. i
riinrtiTs. Throttliiicaii'i Spimiailii;:." In:'!
■denUBcatluu of Dry Steam by Appearaoe« af »
Prof. iK'iiliiii n'raiis. .\. .s. M. I;., vol. x.i roiiml Hint Jum of hCmin ti
iiilstiiLnbW cImuKx of up)>v«i7iDC« tu tiip «)e whvii Memn varus k*
fniiii tlie conilltioD of aaluraiioii eltber ill ibe illrcctlon of ir«tlM<ai<>
lifiiiiit?.
'' ■ ' •'•■-" -v from a boiler iiilo I' —
'H-s of lieat occur-
• • IliH ftriflr**. or .
CHIMNEYS.
lommoD bru8 peM!oc1; may be used as aii orifice, but it should, if powst,
le set into the steara-drum ot the boiler and never be placed furtliei
' from the latter llian 4 feet, and then only when lUe interiiii'dialf rei«al<
ir pipe is well coveretl.
inal Amoant of Iflolatare In Steam KHcapiiis IVom
ler.— In the coiniiion fi.jnns of linraiiixul tuljiilui luiiil (luilHrB niH
rtiilMi- ImilerK with ample hi>i'izi>iitul druoiis, anil Mipplieil with wal«
From KtibsUnces likely to caiiiie foamiuf;, the iiiuiKturu in the tueun
not generally exee«Hl 3i( unless the boiler is overdriven or the wat
luacried too bigta.
CHOnfEYS.
llmney Draafcht Theory,— The commonly accepted theory of
Hey draui;hl, Imsi'd on PecliH's mid Kankine's hypotheses (see Kaukine,
1, M diacuBsed by Prof. De Volson Wood iu Trans. A. S. M. E., vol
■Mt rvprewDUd the law of draught by the formula
'■ig^ III-'
lleii A ia the " head," defined as aiivh a height of hot fi:aHeB ay, )f addi
to tiie cohinvn of jjases in the cliiinney, would produce the
aame presKure at the furnaee as a culuinn of outitMeair, of llm
aame area of biu*e. and a height equal ui that of the chimney
u Is the required velocity of g:ases in ilie chiitiney;
O a cotiHtant to represent the resistance to the passage of al
through the coal ;
J the lenfrtb of the dues and chimney;
m the mean hydraulic Uejith or the area of a croee-Bectton divl
ded by the perimeter;
/a couutant depending upon the nature of the surfacesover which
the ffoses pass, wiielber smooth, or sooty and rou^h.
aktne's formula (Steam Engine, p. '288), derived by giving certain valui
eoonstantg (so-called) In Peclet's formula, is
^(o.oeo:)
Udi B = the heiglit of the chimney in feet ;
, = ISB" F., abaoliiie (lemiieratuiti of meliiiifr Ice);
= absolute temperature of t)ie gases In the chimney;
alHtoiute temperature of the external air.
food derives from thLsaslill more compies formula which eivM"
Mglit of chimney required for tiuriiinii a given qnantiry of pojiT per
KI, and fniin it hecalciiluti-!! the follouin); ttttjle, fihowlng the height I'f
ttey required to burn respect ivt^iy 24, 20, and 10 lbs. of coat per ttquari^
>f grate per hour, fur the several temperatures of the ch(nin«"y gHis-'s
J
t
UdiH
ids Air.
Oblmney Gas.
Coal per $q. ft. of grate per hour, liui.
24 'iO !S
n
Absolute.
Temp,
Fahr.
Height If, feet.
tao*
TOO
289
SSO.O
157.8
BT.B
■lata or
soo
389
178.4
lis. 8
66.7 m
t>r.
1000
539
140.1
100.0
48.7 1
1100
isag
148. a
Bft.a
488 ■
ISOO
789
15«.0
100.8
49.1 m
1400
93a
150.9 lOft.T
n*^
1600
J/S»
iflK.H n\ 0 \ .^^^m
1
xooo y
1539 j
«06.5 1 \UMj
» hen thf oul!>i<J» t»'niprr»lo'^ i> 00°. Prof. Wood wrs; " Tni« i
a fix>-<l Tslitr. hill depamirrd from tbeor; io practice do ao( iS«^l tto*
Unruly. T
iDg. a ten.f
far f rriDi t :
Tly coDslrucied rktmu^i,
iim liraughc* and ibat '
^'j, alti>oo(;h in apecial
A
ieal
Sibil.
(S««» Trans.
apM twm
(IteM
. ttam a practiiiil (onuiiia for cbimiieTa npM <
l'eel«t and Bankitw have (Aile<l on accmutt ui U|.l|
iiiifT ciirrvci v:iluc-<> [o the so called "coo«H»W'i
. . M. E . xi. ^M. i
Force or Intensity of Drmueht.— Tbeforer oftbrdniit
1olh<J ilifffi->?me hHHrecn ibe Wright ut t\i- •■r.uu,,,. ,.r u,.i caa*« i
cWninirj' aud tii** w»*igbt of a cohiinn uf ' 'h* i
II <a measared by a draueht-iraai^. usiia MIM tAkt
oii«le(; coDtirct«d bya pipe to tbe inten^i .. ._. — i aieoUiefif
the external air.
If /> Is till? density of tbe air ouuide, d tbe density of Um botli»j
ill Ills, per oiibic fciot, h the heipbl of tbe ebiinney In feel, and .1
for convertliiK pressure in lbs, per »q. ft, into lDi;be* .>f water c
the forinula lor tlie force of druuKhl espreNted in inches of w«
F= .\«i)i(D- d).
The density varies witb the absolute lemperstun* Cam Raoldnei.
ii = ^O.0M; i) = 0.090? ^A
Tl U
where t. Is the absolute leni|>eratiire at 32" F.. = <B3 , t, Ui« i
perature of the chimney fcaaaa and r, tliat of the exlerual air.
these values the fotuiulu (or force of iliaiieUt becouie^
F= .193*(«»-^ - i'^) . 1.(1^ - ^).
\ T, Ti / ^ r^ T, ^
To fln<l tlip muxlmiiin iiitensity of dmuEht for any w'lfrn r1
healed eoliiinn beine A00° T , And the exteinal air i
nbnve[ji jiie In feet by .41078. and rhe product Klbi^ilr
Selehtof Water Column Due to UubBlu.xit.s.<.: J.'^^
Chimney 100 Fe«t High. (The Lueum-tMtM. i*
Teuiprratiire of Ibe External Air—
Bait)inet«r, I4.T (ba
0"
10°
90°
ao°
40*
Kf
tay
70° >|
.453
.4-.D
.884
.xa
.831
.S9e
.i&l
.8S4 , ««>l
.4A8
.4^3
.418
.388
.855
SS6
.•JOS
tm
....
,(W0
.4.'«
.451
421
.8tf8
V<9
ao
.«i
.KB
5i8
.484
.45.3
.480
.8IW
.Mt
.S8I
.584
.M«
SIS
.48S
451
iH
.DM
.M9
^tu
.611
.578
,Stl
.511
,478
.449
.«ao
,m
.s*;
tra
.MW
.588
.SOS
.470
.447
.419
^^H
.em
.(MM
.ri93
.58S
,!>!»
.501
.478
.-MS
s
.«HT
.ms
.018
.888
.555
..li-O
-4«7
.408
.;ii)
.(ITS
.nil
611
57S
..•kI9
.'.•JO
.4a>
^^H
.■n-j
.avr
.0»2
.633
.508
.670
541
.618
^^H
TM
.7I«
.084
.651
.«ao
.5»l
IMS
5»i
]^^|
774
.789
.705
.074
.041
.618
.581
.»»
^^H
.798
.TftS
.7*4
.691
.(WO
«»!
.608
.574
^^H
.8111
.770
.741
.710
.078
.844
.oao
Z
^^^H
fWtl
.7ni
.780
780
w>r
eat
.BW
JH
OHIMffEYS.
.polbrr bright of cbltnnejr than IflO ft. the Iteifrht of water coUitnn
Brt'hy simple propoitinn. the ht-ipht of water ooliiniii bviiiir ilireclly
irtiniit^ 111 thi' lieiKhi of chimney.
wlcuUilonn hftvp b<'«n iimiit^ for n cbininey Hm ft. liiuh. with varixiM.
ntureii oiitRide mid inside of the tlu«, niid on the HuppoKition thai Ihi
trature of the chiinnry ia uiiiriirra fn'iii top to bultoiu. ThiH U thAl
on whioh all calculnliorif: r(«|>rciiiiK the di-nuglit pow**i' of i.'hiiiit>«.vi
Iweii moUx l>y Rimklue and other »rlteif<, but it ix vi-iy far from tlia
In mckst castw. The difft^rt^iice »vili i>e Khuwii by cuttipai'lu^ liie reHd-
llie Jraiijtht-fi^auge nitli th>- table Kiv^'i- ^n <"'>' *-'»'**} i^ cbiiiitiey yjS tL
ihowed a ienipei-Blui« at the base of S^H)*, and at the lop of aXf,
', bi hia " Trratise on Heat," givus the followluK table :
MT PowsRs or Cbiunkvs, ictc., wrra tbk Ixtebnal Aih at SSS°, and
W EXTSaKAL Ala AT 112°, AMD WITH TBK DaMPKR NEARLV CLOBBO,
78M
y
•m
Theor<?tlcHl Vt-loclty
•S M V
in feet per swolid.
1^5
Woo
Cold Air
Hot Air
Entering.
at Exit.
(^
.073
1T.8
3S.a
.U«
iiS.S
50.6
.218
81 .0
62.0
.398
as.T
71.4
.mn
400
80.0
A-M
43. S
87. (i
511
47.S
94.6
bis
80
]*)0
200
.6S5
.857
.730
.S7B
1.09S
1*77
1 460
Theoretical Velocity
in feet per second.
Cold Air
Entering.
88.7
56. n
62.0
09.8
74.3
SO.O
Hot AJr
at Exit.
101 .X
I0T.4
11S.0
1S4.0
iiM.e
140 «
ISO 0
I
le of CombnaUon Sue to Height of (^Ulniney,—
irhlfto'i' " Heat and Heal KngineK'' ^^Ivtw itie I'oUowiit:; talHt; showini;
4^18 of chimney for pr^dncine oenain rates of combustion per sq.
leetion of Ui« chiiiinoy. It ma\ be niiprDximately true for anibracite
lerate and larj^ 9lze>i, hut g'realer helt^hta than are tr'^'en in the table
■efled to aecure the (riven rates of cnmbnstion with snmll sines of
wile, and for hiiuniinoiis coal smaller Iiei(;hr8 will niifnce if the coal
DDably free from ash— 5$ or less.
hU
Lbs. of UonI
Burned per
Hour per
«q. Kt.
of Section
of
Chimney.
Lhs. of Coal
Burned p<-r
Sq. Kt, of
Orate, the
HlMKllt.-i
Ratio of
In
(irate to Sec-
feet.
tion of
Chlnini-y h»'
itiKH to ].
7.5
TO
8.5
75
S.5
eo
10.5
85
U.8
Wi
Vi 4
«5
IS.l
100
13.8
lOTi
14,5
no
16.1
I-bf5. of Coal
Buriieil per
Hour jier
H<j. Ft.
of Section
of
Chlnmey.
126
131
135
189
144
148
152
150
l&O
Lbs. of Coal
Burned pnr
Sq. Ft, of
Grate, the
Hatlo of
f J rate to Sec
lion of
Cliimney be- ,
iDR S to I.
Ifi.B
16.4
16.0
17.4
18.0
lfl.5
19 0
19.5
SO 0
nton'M rule for rate of comhutflion effecte*! by a ^Iven fteight of chini*
"rails, A S. M. F... xt 9I>I) Ih: Suhtraer. I from twice the square root of
Igbl.and the result is therateof coiiibiistion In \xniT)rts'peT w\\MXV«tf^~'
M» per hour, for muhraclii'. Or rate = 2 \h -\ lu ^bViiVi li \* '
Jaieft. This rule givi-s iht) follOKliifi:
'=00 ao 70 uu SO JOO no VJ6 1M \'!& «»
= lXJf U.49 JUTS 16.B9 1T.»7 19 19.J17 Sl.Sft aa.4a »•**
>n, ,gr^ eloMeiy ».,fj, Trowbrtdge's table Riven •■bove.
734
CHIMNEYS.
lie* tlie lileb rat<>« at combustion (or hi^h chimneys given by the fonni
are not (ci>nrrallT ol>t«lnoil, for the i^ason that with hi(»h ehinineys there
usunlly loiiR luirizumal fluen, *erviiiK iiinny boilers, and the- frk'tioii and
inu»rf»r«'nc« lif ciirri'UtH frotii the iwTeral boil<?r* Atv apt to eaus*? the inl
nity of ilrauifht Ui the branch tluea leiidine to «ach holler to be much
than that at the ba»e of the chimney. The draught of each boiler is
UfliiaUy restricted hy a daiiifjer afid by twuils In ibo ^s passH^eis. In a
tery oi tieveimi iMiller'ti rtinnec'teil to tt I'liiiiiney IM'i ft. bit^ii, the author fi
adraueht of t4-inch waler-ooliiinn at the iMtiler nearest tite chimney,
only tj-iiich at Uie Imller farthest away. Tlie first tioller was wastiiiR
from Kw) hlKh teniiieraliire of the oliiiiineyuases, SCiO', bnving to<5 lsrg»||
grate. Kurfaee for the drangbt, and the last l>oiler was wirkinK belotr
rated capacity and witli poor econoiuy, on account of insufficient dnuighL
Tha effect of ctuuiKiiie the length of tbe flue leading Into a cliimne; "
hlsh and it ft. S in. square ts givea in the (oltowiug table, from W
" Heat ■• ;
length of Fluo in
feet.
Horae-p«w«r.
Length of Flue in
feet.
Hone-|l^^
BO
iOO
aoo
400
100
107 8
10O.O
86.8
n).8
es.s
800
1.000
1.500
e.ooo
3,000
St.*
S1.7. J
The teniperattire of the gnapH in this chimney waa annmed to bet
and that or the atinoHphere 6°J*.
H1kI> l'l»lmney» not Nece«»ary.-C'1iiiiiney(i above 150 ft. Iiil
are very contl.v, and tlieir jmreHseil cij«t is rarely justifled by incnsM
flciency. In recent practice it lias l»eooine goniewhat common tobuildl
more .mnaller chlniney» instead of one large one. A notable ezamplel
SpreckeLs.Sngnr Refinery in Phiiiulelphia, where Ihre« separate chinux
used fi>r one boiler-plant of "iiOO HI'. Tlie thro* chimneys are said t
coat scTeral thunnand dollars less than a single chimney of their coi
capacity wonlil have co«t. Very tall chimneys have been characceri
one writer as " monuments to the folly of their buililers."
Helglita of Chimney reqnired for DidTerent Fnela.-
ntinlmiini In-iKlit necessary varies wiib tJie fuel, wood retpiiring tlie i
tlieii good biluininoiiK coal, nnil line itire^s of anthracite the grosti
also varies with the cliarncteruf the boiler— the Muallur and morefir
the gaipaosageg the higher the htack ret|ulred; also with the DUB
Ixillers. a sli]gle boiler re<|uirliig lesn height than several that i"*
into a horixontal flue. No geuei-al rule can be giv<?u.
8IZB OF CHIMNKYS.
The fiiniiula given below, imd the uble calculated therefrom 'or d
up to !W in. diameter and WO ft. high, were firt^t published by the
in 1884 iTrauR. A. S. M. R. vl , 81). Tliey have met with much api
Bince that diite by en;;ineer8 who ijavB used them, and have ijeen fre
published In hoiler-niakein' catalogue* iind elsewliei-e. The table
extended lis cover cbitiineys up to I'J ft. iliftineterand 300 ft. high. Tl»
coirespomling to the given commercial liorse-power.s nie Ix-heved t
rtinple for all cases in which tlio draught areas tiiiough the boiler-fluet
connectiuua are sunictenl. saj' not loss limn '.iO% greater tlian the area of
chimney, ami in which the draught l)eiwe«n tbe boilers and chimney i»
cliucked hy long horlKunlal pii.'isages nnd right-angled bend!;.
Note that Ihrjignie) in the tiiblrcorveapond tonctxil conjntmpiiOHOj
trf colli per tiorsij priiiu'r per (loiir. This liberal allowance is made to
lliecoutingencfes of |>oor coal being uaed, and of the boilers Ijeinei
beyond their rated caimcllv. In large plants, with economical boifen
euglney, goofl fuel niid other lavniuUle couditioua, which will redoes
maxlnium rate of cal consiniiplioii at any one litne to less tl\an 5 Ibn.
H. P. per hour, the (Igtnes in the (able may be multiplied bv the raiioof
the majtiliiiim expected ooal consumption per H.P. per lionr. Tines,
trooditioDft which make l\>e maxunuHv coal cuuaumption only 25 lie.
Iimir, thn chimney 300 ft.liiitU v. Vi U. <Y\».uveV«t 6\(ivjA.V«. «iftfeleiit 1"T
dliri
BIZK OF CHIMXBYS.
saast fiK%3 Rsss ssse aisii sg^i
1 iiii i§l§
iiii iillilillili
-Il§ IISI lllgij
: is§g isig ||li I
• : ': ■ ': i ;»* 5sS§ SlfJ llll
II
; j i : i i i ; SSSi Sill nil g||§ I
i i n Ns3 ii§i m%i |§||
: issB siSi g§iS
8 I
d
3 I
d
s
i i ; ; asis §iss ig
!:*= SH5I sass
SS3S esss
B3S;! ssss g
HfiiP ssz
S83S3 X
F
5 ^ .
I
O
bssR ss'-;!s stss uiRn ssns ssss |
■_;«« K-^^ri >^32« saji^ 3SS3 SESS u
K=2g a«&j? ssss sss« Sftss M'iSiV
-"■»"' -■<='<—' »sg2 asiiR sasa ?.«.*'5-\
CHIMNEYS.
I. The draught power of tlip clilnmey varies as the i
height.
3. The retarilltig of tliB ascending eases hy friction timjf I
equivalent to a (iimiuutioii of the irta of the chlmuej-, or ti
fbininey by a liij-w of gas which baa no velocity. The (hi(|
litiinc is assumed ti: lie 2 inches for all cliimoeys, or 1ln« iliinld
equal lo the perimeter x 3 inuhes (neRln:liiiK Clie overt ipplug it
of the linine). Let Z> = ilisiiieter in feet, A = urea, and £ = t
In $<|uare feet,
Fi>r square uMmueyH, E = V ■
^^- A-^VA.
For round chimeyg, ^ = jC"" - ^) = A - am \
For BimplifyidK eultulallon-*, Ihe ooeffloienl of \ A iiiay
for both Kqitare and round clilmiK^yH, and the fornujla become
A' = .4 - O.tl S A.
3. The power varies rtlreL'tly as I his elTectlve area K.
i. A chimney nhouUUii'jiroponioiii'd so as to l>e capable of |
«lrau^ht to cause tho Vjoiler tu dcvHt4ip nuich more tliaii its i
cii<« of emergencies, or to cause Ihe combustion of 5 Ibg. of I
horsepower of boiler per liour.
."i. The power of the cliinmey varying directly as tjie elTecUv
as the square root of the heiglit, tJ, Ihe fLirniula for linrve po**
a ffiven size of chimney will take the form II P. = ■
ciinstant, the average value of which, obtained
obtained from numerous examples in pructiee, the n
The formula for horse-power then is
H.P, = 3.»3£ y'H, or H.P. = a.33(a - .0 ^^A) vi
If the horse-power of boiler U ^ven, to flni] Ihesise of ciilaia
tielug assumed,
For round chinmeys, diameter of chimney = dlaiii. ot S-\-i
Tor s<lUare cliimneys, side of chitiliiey = ^K-^4".
If effective orea fc'ls taken in square" feel, the diameter In I
tZM V A*-|-4", and the side of a square chimney in inches iii « :
If horse-power is given and area assumed, the heiKhl '/ :
III proportioninK ohimnoys the height in generally llrst (
I'ousidertition to the heif^nts of siirroinidiKt: biiililiu^'v ••
proposed chiiiuiev, tin* len^h of iiorixontal tluei^. tit"
iiHeil, etc., and llien lli« diameter reipiiietl f.ir it
Iiorwe-pow»'r is cftletdart'd tiy l|»*- fxniiuhv t.r tnkeii '
The Prolertioit of Tall Cliiiunvy-ahari-^
— C ^lolyiieiix nml J. M. Wooil ijuditxii irx. .Maieli
tAll cliimnevrt the u*e of a coriinal r.;- t',^a\ v li.ii..! ..
wiibcpper puiiit;! 1 ft. iu lielKhi ■
feiviiee, i'lie points Hliiiiild be gi
proved fniin of coiiduclor is n ■
weit"! p.T ri. If il-i.n is us.-, I i;
t>ci iii4t lie III! liKiilnlioii. ai >
U> I . witli liuldriisiH if 111'
JOtj. .\ii ailowance tor expaiiN-
40 ft. SIlRht U-uiW Uv t\ie '
llf» *'nrt)i lei inietil ri \^\,vt,-
111/
SIZE OF CHIMNEYS.
Soaae TwM VHok Clil«na«]rt.
781
h
HUlte, Sax.
llMjtow.. •-
»KOW
'low, Bolton,
I Oo., BoHton
Co., Newark,
» ' - • •
Bil/OWl.Mam
Mills, Lavr
|]s, Maiiches-
E. L. Co.,
,B.T ..-
lUllii, Law.
ilyu.Twoe'chi
460
454
4»
ton
888'9"
SSO
SSO
389
314
aoo
150
Outside
Diameter.
Capacity br the
Aut£or*
FormulA.
18.T'
18'' y''
18' ST"
11
11
18
10
10
U
8
83'
83
40
as'io"
80
98" V
RO''
9
Kiao'
!1
14
each
H.P.
Pound!
Coal
per
hour.
18,3S1
9.T98
8,SM»
6,568
5,485
6,980
8,S8»
8,88*
7,6«
3,848
3,771
1,M1
60,103
48,979
4I.a4B
ar,790
87,175
■.•0,900
i9,ies
llMtt
87.676
11, «0
13,865
7,705
I Abovr Chihnetb.— 1. This chiinuey is situated near
rtght bank of llie Mulde, at an ok-vatlon of 219 feet atjove
Iry works, so (hat its Wiilal height abi>ve the sea will be 711^
I are !iUuat<>d en thn buuk of the river, and the furDaoe.
•ed across llie river to tlwS chimney On a brldKr, flirouph a
e^n/tli. tt is buUt throughout of briuk, and will coKt about
Id Btdr.
he fact that it was struck by ligbtnlnK. and «omewbal
■ecaTitionary iiieaaiire a copper exteoHion subsequently was
(ne Its eTitire height 498 feet.
were built of tneRP great helKbl'S to remore deleterioua
^gtiborfaood, as well as for draught fur boilers.
re reKt.s on a nnlld granite foiindatiuii, 55 x 30 (ert, and
its construction there were used 1.700,000 hricliii, i!(X)0 tons
rrel" of mortar, 1000 loads of sand, 1000 barrels of Portland
estlniored cost Is JlO.OOO. it in arranacd for two flues. 8
6 feet, connectinK with 40 boilers, uhiuh are to bo nm iti
four triple^eipanslon entliies of lllO l>"irBe-|>ower each,
(form tiatter of 'J.83 inches to etery 10 feet, 1/ettigned
t 300 R, P. each. It is surmouoced by a eaat-h-on cop:,
he afx tons, and Is composed of thirty-two sectioi
9 tog:ether by inside flanges, so oh to present a «nioo
fflnridatiun is in concrete, composed of crutibed llnii
laiid 3 parte, and PortkoJ cement 1 purl. It lu 40 fe(
»et deep. Two qualltlej<i of brick were UKe<i; tlie oui
! fhe Rrst qufllity .VortU River, and the tackiOK up was of
Ir Jersey brick. Every twenty feet in vertical measurement
ttches wl-lA nn.l *4 to J^ inch thick, placed edi;ewi»e. « mm
lUls n' s from the outi<r circle Ab the cbinine'
l>ase I The outer wall is .5 feet i inelie* '«> \Y\\«ii
of t/ii- I wall 10 //lolies tliick and npaceid ott «il
»/a nail I'r.im tlu> interior surface of the niaVn wivW i_^
•rrfr-,/. orarlr fr,ucl)/iJ«- ijjis inner or inuiti ttiie XiXV
vJJ^Jti'^i "■ '".'"' ,'." ™?- Tlie interior -wniV, «i
men it /« dtmlnisheJ tn 8 incbeB. At 165 Tee\ \^
led I
738
CHIMNEYS.
r
1
•nd the rest of the ohiranr^y is without Uoing. The UAaX
BflT and foundation in 5000 tons. It was completed In bepietiii
I, Connected to IS boilers, with ISOO square leelotgnlf •nirfi
g«iijrp 1 9/tO Inches.
8. Connected to 8 boilers, 6' 8" diameter X 18 feet,
square feet.
8. Connected to 61 Man iiinf; vertical boilers, total prrtte »irr.tr<
Designed to burn 18.000 llw. aotliracite per hour.
10. Deaiicned for la.OCK) ll.P. of engrines: (oornpounil coii>>
II. Grate-surface 4S4 square feet; H.P. of boil.T> .fJiiilr
13. Eieht boilers fwater-lubf) each 4.WHH.; I,
deaig-ned for »6.(KX) inoandesoent llfrhts. For
wall is 28 Indies thick, then lit inches for 20 i ■
inches for SO feet, and 12 inches for 'JO feet. Tht* int-r^
thick of fire-brick for 60 feel:, and theu 8 iacfae« thick of
next -30 feet. Illustrated in Iron Agr, January 2. 1«(K).
A number of the ahovechiiiineys are illu.strat^d in /VnAe>, TWc,
Chimney at Kiioxville, Tenn., illu.siraled in ifti^'y JVeir*, No*. ^
6 feel diauieler, 120 feet liigti, double itall:
Exterior wall, height 20 feet, SOfeet, SO feet, *rt f»e«
" " thickness 21Hi In., 17 ill., M in., 8U in.; |
Interior wall, helRht 85 ft., ."» ft.. 29 ft.. 21 ft ; i
" thlcKnesslS^jIn., 8tiiD.,4iu., 0.
EJiterior diameter, 15' 6" at bott.om; batter, T Hi mru Ic TllnV-' fn
torn to 8 feet from top. Inlerinr diameter of i
top of liitarlor wall. Space between walls, 16
to Oat top of tnterinr wall. Tiie interior wall i
of 4 inches of (Irfbriclc for X) ft-i-t from bottom.
stability or Cblmuera.— Chimneys must b«> dei>l|cii«dl
miixiuium force of the wum m the locahrv ht whiili liiejM"
iiVeak Chimneys, below). A general ni
chjiiineys, approved by many years of \
Statea, is to make the diameter of the h.i
chiiuney is square or rertan^ilnr, make the diaiuiji
of tlie base one tenth of the heieht. The " baiter '
should be from l/l» to J4 iueh to the foot on -•«.
shouli) be one brick (8 or S inohesi thick for th- -
creasing ^ brick (4 or 4^ inches) for each "> !■
If ibe insi'le diameter exceed 5 feet, the top If n..
if under 3 feet, it may be W brick for ten rf*-!.
fFiom 77i« Locomotivf, iSw and 1886.) Forcnimnejns of foMf I
eter and one hundred feet high, and upwards, the best form t*e
a stralKht tiAtter on theout«ide. Acircular chlraneyof thls«ia^ll*
to being cheaper than any other foriu. is lighter, Mroagvr, tai t«^
better and more shapely.
Chimneys of any connlderable height are not I
from lop to bottom, nor with a uniformly Tarv
wall, heaviest of course at the base. Is reduc>e.t
Where praciicable 1 he load on a cliimnMy fouiululion 1
tons per square foot in compact sand, gravrl, or lonm.
bottom is available for foundation, the load may bo vr
the rock is ^'loping, all uiisonnd portions should t>e rennt*
dressed to a snries of horizontal steps, so that there aluUl I
slide after ihe stnn-tiii-e is fliiislii»d.
All iKiller-cliiniucys iif any oonM
Htaok of fiiifncienl strength to giv.
stock or C"re inile|iendeut of the "i i>fl
extended up to a help tt of but fjO or <)0 f»-ei ft "in i ii.- h;(M
but thb belter practice Is to run It up Hie whole helsht of 1
iriftN !■•
st..rc-i
ff. siiv, ac"u)>le feet lii-lou Mio i
[ the core but the I
>li and not cc>\^X.rA«- .
' le core at \\«u\'V>
Till* han IvTU l^'"^*^^'
'•^11 the f »pikn''Vo»> <*^
lui ih' ■■<)»
SIZE OF CHIUNETS.
i,t..i. „„.i o hichps IhlclC. Tlt4^»e ar« the mlnlmtuii thloline9w«
if tliiK lieifrht. and the hatter i^bniiM hn not leas
ly. ITie •■iTc sliouWl a)so be biiili In Ihive gttrps
,,,^ ,. .Miit iioe ihirtl thn height of thc^ ohli'inpy, the lunifHi
, Hie iniiiilli- S iiiclie". «nd llie upper sie|> 4 iiiche* lliick. ThiK will
good soiitid coiv. The top of n ohimnej- ma.v be proiecleil by a
' cap: or perhaps a cheaper uttci eqiuilly px»d plan is to hiy the
" ■ part in some good cenoent, aud plaster the top with tlie same
Clitmney>> — James B. Franeis, in a report to the Ijiwrence
II 1973 tEitti'ij NficH. Aii(r. VS. 1880). gives Rome ealciilatioriii cun-
he probable effects of wind on that compmiy's chimney as then
IlH itiiter fihell iff oiHai^onal. Tlie intier t^hell is cyliiidrie&l,
Br-itpace lietween it nlid tlie niiler shell; the two slietls not being-
Wher, except at the openings iit the lm,'e, but with pnijectioris ia
rbrk. at intervals of about 'JO fl. in heitrhl, ro afford lateral sim^
ntact of the two shelis. The principal dlmeuaious of the cblm^^H
iK 'ottheBrouml fill ft.
I circle of the octagon near the ground . 15 "
! circle of llie octa-foii near Ihe lop... Iflft.lViln.
M cf the i^uti'r slirll nenrihe base, 9 bi1clt8, or... ... W8U in.
I of the outer L-lieli near the tup, 3 briclis, or JIH "
1 of the Inner nhell iienr the base. 4 bricks, or I.') •'
I of the inner «lieli near the top, 1 brick, or •'<K "
Ith of the lieight for the diameter of the liase is the rule conitnonly
The diiimeierof tlie lu.scriti«d circle of the Ijaxe of the Lnwreiice
.tiring CViiopany's chinitiev Iteing 15 ft., it is evidently much iesa
Bual ill H chiiniiev of that iieiglit.
Jter the chimney' was Ijiiilt, and before the mortar had hardened, it
pd that the top had swayed over about yi) in. toward the east. Thl»
tutiy due to a strong «e.«tei ly wind which occurred at that time,
ion hroiipht back to the perpendicular by sawing Into some of the
art other means.
ihiliiy of the chimney to resift the force of the wluddependgmaiuly
rtKht of lis outer shell, and the width of ii$ bn-^e, Tlie coheskin of
kr may add cunsiderably to ilt> strength: but it is loo tJiiorrtain to
(upon. The Inner shell will add a little to the Ktahilily, hut H may
tA by the bent, and its beneflciul effect, if any. It< too uncerlain to
ttnto account.
Btof the joint action of the vertical pressure due to the weight of
■iiey. and the horizontal pressure due to the foix-e nf the wind is to
>c<*iitre of pressure at the have of the chiinuey. fniiii llie axii! to-
eitide. the extent of the shifting depemliiig uii the reliUive iiiagni-
tile two forces. If the centre of pivBSiue is brouglil too near the
EJUie chimney, it will cru>h tlie brickwork on that side, and the cltini-
1 fall. A line drawn thiongli the centre of pressure, perpeiidiculiirio
tkin of the wind, must leave an nren of liHckwork between it and
► of the chimney. miBlcleiil lo support half the weight of tlie cliim-
! other half of the weight being supported by the brickwork on the
Mside of the line.
eiit expcrimenterx on the strength of hrickwoik give very different
. Kirkalilv f-iund the weights which caused several kinds of biicks,
pydmiilic lime mortar and in Roman and Portland ceineiit.", to fail
/. to vary from 10 to BO tons (of aiOO lb.s. I ner sq. ft. If we take in this
I tons per sq. ft., as the weight that woiilif cause it to begin to fail, we
i-nily. To support half the weight of the outer shell of the
-s. at this rnte, requires nn nrrtt of 1"3 88 sq. ft. of iirick-
• ilnta and the drawlicgH of the cbimney. Mr. Francis eal-
a of 13. SS so. ft. is coiitnineij inn portion of the chiiiiney
») from one of its octagonal sidi»s, and that the limit to
f presiJfire ma^r beshiried is therefore fi.CTj'i ?\. trotn V\\ia
yoiid chif. Iin' says, on tlie os,sumptiovi ot llftft »\-v«t\i%.\\i
|Ajyii.<o(i. jV fflll cnish ntiil the eliimney vtill fall
I
CHIMNEYS.
ne«re, Id ScotliiDd, for 1887-68, si«t9: "1» V- > r^--^'
bv Dbseivation of the Buccefis and ralliir-
of tho»e which renpectiTCly suxkI oml t-
that, ill order tlmt a r<iuml «bliiint*y mm ■
should be xiioh iliat a pi'i*88ure of wind. <i( al>. i
aurfncp, directly facinR the wind, or aTH> lbs j
tion of a ovlindrical surface, . . . eholl noi _ ,
At any lied- juint to d«TlKt« rroin tlie axis of llie uiiuunry by i
quarter of die nulside diameter at that joint,'*
Aocording tn Raiiliiue's rule, the Lanrt-ocv iltg. Co.'n rhiini
toa inaxiinuin ijrt>stiui'a u( wind OD aplane aviiog on the whd
18.80 lbs. per 8q. ft., or of a prewure of Sl.TOltui. prriiq. ft
uppermost 141 ft. of the chimney.
Steel Clilnineya are largelv cominjf Into use. ■
ney» of iron-wurlcs, from ISO to 900 feet in heijriit. 1
are: Krealerslreuf^lh aud safety; auiaUer ti|>a<'" r.
90 to &0 per cent, as coiiipai-ed with brlclc c n ;
tion of air nod cnrisequeiit checlting nf tlie dr
neys. Tliey are n.suallv made cyliiidricnl In -hi, a j
(or 10 to 85 feet at the bottom. A heavy fflptiri.n tmt.- nL
whicli the eldniney is riveted, and the plule is »efurvd lol
tion by holdln(£-do>vn holta. No cruys are used. F. \V (Jo
Eneineerln^ WorlcH. gives the followint; melhud of oitlcuUtlscI
anee to wind pressure (forcer, Oot. 1893) :
In tents by Sir William Falrbairn we find fom- piiiprim
the strength of tliin hollow tubes. In the taljln
with Ihcir breaking siram. These tii lies we i. •«*
and tbe welkins suapended at the centre from u
the tube.
/••«
I.
a.
III.
IV.
Clear
Span,
ft. in.
17
1&
'HI
7«
0
5
Thlok- Outside
uesslruDii Uiamo-
itx. t«r, in.
.087
.118
.0631
.119
18
1S.4
17.68
18.18
Sectional
Area.
iu.
1.S90I
4.3660
8.487
6.74
Br-
W
J..
e.;o4
11,440
a,4V0
14.?«
Edwin Clnrlrc has formulated a rule from expsrin
during his Invealigatlona Into the use of iron suo
bridges, which Is as follows :
Areaof material In aq.ta. X MOP depth In la. Xftg
a
Clear span in (ret.
Center break- 1
lu^ Ioad,iii tons, i
When the constant used la l.S, the calmilalion for ilie tubM r
upon by Mr. Fairbairn are piven in tlie lji*t r.iliiiiin .-f liw t.-
Clark's " Kules, Tivblea. and Oaio." pai:
as follows: H'=S.11i)»T«-t-L. 11'= bi'
/>=! extreme dianieier iu Inches; r=i
tweeii supports in inuhes; 6' 2 ultimate in
Taking; .':i', the ivtrenKlh of a eouare iij<
per. n(\ iu., cliis rule tlKureg as follous '
ment^Ml upop by Mr. Fairbairn ; I.
Tills shows a ekise approximai
exiK*niu<:'iitn and Lhat derived front :
that this ay stem uf cjU>-'
. safe when « lariie ttu:
t ohlmney may be ataui! :
.1^ like the strain Uuceti aa the luvki^
square toot. V9\sA v<c«M\ur« M. ntty poiin
._ J J to be trttiie'iWnB. \n » ^'>-'^''^■^^"-^'' ■^■"'•t'l
Bcity (rora the tov '
OB. If, however.
SIZE OF CHIMNEYS.
m
1 ( vmiiT.Ii' n li'=-fnot iron cfalimtey at PoURlik.vimie. N. V., llie
i' Till nmy plKV wilt llnfrpTore Iwf Ti^ Unii>H l'.'A
I I'V Ml ({ivM B tcrtal wind fnrce of a3,<M7
ney to hivnkinp iiciti*h the top of i1k>
> ■ 1», diameter of hanv) y .w ,- sri.fHXl +
• iitirH fortv (if llif wiml. We multiply
■iiM>ve t.titi jouit. Ill tiK-i!>-^ '"<«- i>\' I ) ''OAutM* tlio chluiiii^v hi
Ked beam witii a kMul su^l' I ■ 1 ■! ■ .-.lul. In calculuiiiig-
w«y up, wo have a !■■ n'li ■■! Un- ~iiiii'.< clinrnclpi-. ]i in a
I Uiio half way up tlie cUiiuiicy, wlu-iu it in UO inelieu in liimii-
Dob thick '1 akini; tlie diametrical sectifjii nlim-e iliis Ih)**,
isooiiofnirat-?!! in theceniro of it. or half way iip finm the
Iriiitleraiiiin, its breaking strenuth is: 3.H X ttO' x .\X7 -. ;i,'i,<HX>
'O.'-^Si; nn<) t]ie force ol the wiiid tc te«r it apitrt ilimuub Itn
Vi X 6-'!^ X 50-»-3 = ll,35i, or a little oiotb than one l*ntji of
tile stitck-
& Wilcox Co.'s 1>oofc " 8t*am" irlugtrBtes a steel flitinn«ty
ilie Miirvluiid Steel Co., HpniTOw'H Polul, Md. It Is 'i2.'i ti.
", with hitemal lirick lining.' IS' 9" unlfunn iitcide
ft. <liain. nl the liiiM'. iniHTiiii; In a curve to IT ft.
■ !ice tapering almost Inipercppiibly to U' 8" nt llie
- W Cet-t is of U-locli ulat«8, the next luur sectioiiB of 40 ft.
Jvely 9/S«, V'*. "/"-. »«"' % inch.
m of Fonndatlona for Ste^I Cblitinejra.
ted from circular of Philii. Eintineeriii>c Works.)
HALr-UacBO Cbivxevh.
■.feet.
.. a
too
' foniulaUon.. IS'D"
HiMlation 6'
ffoiittdattoa...
iidatJon
4
low
IV
■JO'i'
»•
£00
S8'8"
iiy
0
l.id
ano"
8'
as'
10'
130
aa'T"
ft"
2»'«"
0
IM
a«'H"
10'
jiiro
Xi'C"
13'
M
JO'
aoo
80'
H'
. »f 8beet>lrou SiuokefttavkM per poot,
(Porifr Mft?. C>>.)
WeiRlit
p«>r ft
7.20
8.M
0.fia
18.T5
I&.OO
le.ss
DIatn.,
lucliHu.
an
30
10
lit
U
16
Thick-
nessR
W. G.
Ho. 16
«•
No. »
ieMrvn €litniney«.
iney,
Thlck-
neHR W>l|^lit,
Irnn. lbs.
B. w a.
Vo. 10
•■ Jfl
•' JO
" IB
•• M
* M
100
aeo
TOO
8-6
900
:i2
THE STEAM-EKGINB,
THE STEAM-ENGINR.
^
Ezpanolon of Steam, ■■othernial «nd Adtkbatlc.
ini; II) -Mai itiUt^'a Uiw, iUk vuluiiie ot u |wi Ipcl K'^'>< 'L><^ lriu|H-iau
kept ooiiHtaiit, vii'ies iiivenc?;lj' M lU prensure, or p x -; yv
Tlit^ curve coimlnict^iil froin llilx fui'miilu iscalltNl ihe iiutS
oiirvt* of t'liiml leniperatures, and is a coiiiinon or nrdanipil^
Thi' lelaikiii <>r t1i>^ preHMuiv am) volume of gatunued •te*n'
from Ke);iiaiilt'!i expHriiii«nt<<, and ns given in Sleani t«bla
■lately, HCconlitig to Ilunkiiie (8. E., p. 103), for pressures atA*
I - IE }1 I.M»
It*., |i T ,,. orp^ •' ,or;>r' — [>v = n i->ii>stiuii .
roiiiKt that the exponent 1.0(146 gives a closer approxiuiatiOB.
When st-eatu expands In a closed cylinder, a» lu au eBfia
Haiikiun (S. E,, p. 385), the approximate law of tha vxp«ml(M^
/• ». r~V. ■«•;.(•'■'" . a coimtant, The curve co
inula is i-alleii tlie iitiiiihdlic curve, or cui-te of no :
IVuhoily Therm., p. Hi) say«; '"It is probabu- I'li
oliiaintMl by iXJULpuiin^ the expansion line^ on a Liit . ' ^
iliintfiiiiis. '. . . TliKie (l(H>s nut itppear to lie any >;•
ex[M>n<'ntlal eqiiiilii/n in thisooniKX-lint anil the
■•tiKine i-yliiider iH far f'um beiuM aiHabdiic, . . . V^i k''
Jiypei-lKila is ihe iiest curve for conii^iiirtoii with tiie ex|M:. -
imiiciilor i-Ri-tl. . . ." Wulff and Denton, Trann. A. S y.
■ iToui anniiilH-j' of oaitls oxainlueii from a variety uf swam •-"i- ••
rem use, we Hnd that tlie nfti>i)l expanKioD line varies U-lwern
uiiinhnlii; eiirvit an*! the Mari'itte curve.*'
I'rof. Thiii>iroii (A. 9. M. E . li. a08», sayn he douuts If ''
beeomes the same in any two ell^nes, or even in the Km
fereiit times uf the day uiiil iiiKler varvine cunilitioim of
Expdnnlon of Strain Krcordlns to narloi:
to the Adlabatic I>aiv. iTrans. A. S. M. E., il 1'<
jiv - pii'i; vulue.« faloulated from formula — = — il + i
pi ^
R ~ Vt-^-Vf, j)| = aliKolute initial nreusnre. Pm — absolii
t>| = initial volume of steam Incyiintlcr at pretsure ft,, r,^ I
Ktenm at nnal pre«8iire. Adiabalic law: dcV i- im<,V; «
from (oi'uiulu-
»if-V.
jiri
p,i-,
Batiu of Mean
Ballad
lo Initial
Ratio
tul
Pres«iii».
<.vf
Exiwn-
Pw
Mar.
Adial..
sioii H
]Ur.
.6S4
400
«.
.Ml
.«U
.MX)
««
Ul
.605
.VW
6 .'j
.iH
.597
.sn
0.T5
.III
.aw
..v»
7
.«H
.swt
..SM
T«
.«!
.«w
.Ma
T8
.#•
.M4
.&»
7,r»
M
.^*
.SJO
A
.M
.M»
.5«
Be
tn
Ml
.ai«
8.5
m
fi>i.
50»
».»
m
\ .rf» \ .-At. \ ^ .
sa
\ «i \ .Vfc \ >».«.
^^\^
\ V* \ .V^ \ %i^
\ -1^ "W^
^H TERMINAL ABSOLUTE PRESSUBES. 743
HB ot Expanded Steam.- Kor calculations ot
Ihilly a.s.>iiiiifil ihal Memu i-j;punil:. ai-conlinR to .Maritilti-'n
[llie rxpAnsioii linp Ijeinjf a hyiitrlKiIu. Tin- tiican |irei>iiiirn,
^Mmun, is ttiea obtaiiif'd from the fontiula ^i
PenbAolute mean presaiire. p, the absolute Iniliiil prrdmire
up to the in-iiil of cut-off, and K the raliuof rx(ian8Joii. If
>ke to tke cu'.-olT, L = total stroke,
MhypV'Bj ^ ..„ L ^ _ i + l.jpiog«
rTermiiial Abitolnie PreBBiil-«ti.- Marlotte**
jUfs lu th« following table art; ba.seil on Aluri<>i:e's law,
'i Isstcoluiiio, which give the mean pressure of Kupe rbeaie<l
^x>rdine to Rankiae, expands in a cylinder dC<iordinK to
n. The«e latter values are calculaint fnim ;ii<* formula
-. S itMiy be found by extracting llie atiiiure root of ^
» the mean abaolnte prettsurea given d-idnct Ihe mean liack
te) to obtain the mean effective presKurt-. [|
Ralto of
Mean to
Initial
FretBure.
Ratio or
Mean to
Tei'inina>
Pressure.
Ratio tf
rerntlnai
to Hean
Pvessure.
Pjttianr
liiiUal
til Mran
Presstin-.
Ratio of
Mean to
Initial
Dry iJteam.
0.1467
' 0.1547
o.ieas
0.1741
O.ISSO
0.1908
O.Slfll
0.2858
0.2473
0.2599
0.-J61W
0.2742
e.2001
0.3089
0.33U3
0.3552
0.3810
0.4210
0.4.H47
0 46S3
0 4807
0 5218
0.5008
0.5065
0.0308
0 6015
0 699S
0.7171
0.7440
0.7B64
0,8095
0.8485
O 87811 1
O.aoea
0.9187
s.aau /
W«5 /
4.40
4.85
4 38
4.18
4 09
4 30
8.89
8.77
8.71
8 64
8.60
8.56
3.48
8 40
8.30
3.90
3.06
2.95
2.90
2.79
S.74
8.61
2.50
8.39
2.29
2 20
a.io
8.05
1.98
1.91
1.80
1.89
1.00
l.Sl /
1.47 /
J.Hfi 1
0.227
0.281
0.285
0.289
0.244
0.250
0.256
0.265
0.269
0.S73
0 279
0.S8O
0.287
0 2B4
0,303
0 312
0.321
0 33»
0.:M5
0.36O
0.364
0.383
0.400
0.410
0.487
0.454
0 4T8
0.4K8
0 5*15
0.323
0.(M
0.591
0.626
o.ma
O.oeo
o.oog
0.718
s.as
e.46
«.ll
h.7.^
5 ita
5.00
4 68
4.21
4.05
3.85
3.72
3.65
3.44
.^21
3.03
2.. SI
2.00
2.37
s.a
2.15
a.08
1.1H
1.78
1.88
1 .58
l.M
1.43
1.80
1.34
1.31
1.24
1.18
l.U
1.10
1.09
1,07
1.0&
0.136
"'oiiaa"'"
o.at
0.814
0.370
■"'6.«7 "
0.508
0.688
0.948
■■■ 6.707"'
6.7M ^J
^^ ^
:44
THE BTEAW-EK
Calrnlatlon of neAn KflTBCtlTe Vrt^nnare, nra|
fomprpimlon CotKildered.— In ihe arin
-cv- I- -J
Area of ABCD = p,a + c)(l 4-hypl<« j^);
B = pj,(i - as);
C = pcc(l + hyp loj ?iS.) »|)^to-t-c)^l'
0 = (Pi - J'f)*' = Pi' - Pt,(« + e)-
Area of A = ABCD - (B + C + 0)
= p,(J + 0(1 + hyp log 4^ )
- [p(,(t - X) 4- p(,(« + c)( I 4- hfp lOK ^^^7^) + Pi*
■P,('+c)(l+lij-plog ji{)
- PbU^ - " + <» + «j •lyp loff '-^
area of A
ExjmPLB.— Let Z. = 1, I = 0.8S, * = 0«V. c = 0.1, p.
Area A = e0(.85 -f J((l + JijTp log H.)
- S [d - .») 4- .»S Ijyp k« ^]
o9i(i 4.1.145) -a[.75 4-»x i.asaj - »
= IS.OIS - 2.177 - ti = 86.088 = mean ^ff.-. tlTdl
EXFANSiON OF STKAM. 14^>
riotte's law, jjv = ft conMant, and (lie iieoeasary eorrecHons «pe
r cleoraneeanil compri^simi, tiiepriwcind mean prpRflurt- In priiotlce
fouiiil b}' inulliplviiig ihn calculated rwfuUs by the factor iu iha
g f'^''* occoicliiig to Sealou.
^^ * Particulars of Engine. Factor.
Bwve eogine, special calve-erar, or with a separate
t-ott TaWe. cyliiuliT jacketed O.M
■aiiKlve eug^iiie having liirge ports, etc., and good or-
nary valvtii, cvliiiders jacketed. . . 09toO.BS
aiisivc engines with the ui'dtnary valves and Rfar iw
(teiieriU prn<Hice, anil unjttckete<l 0.8 to 0.89
ipouud ent'ines, with expansion valve to li.p. cylin-
ir: cylinders jackeitf>l, and with lar(»e jwirts. etc 0.9 10 U.9S
npounJ entwines, with ordinary slide-valves, cyliiidem
caeted, and go*id porl«, etc 0.6 lo 0,86
ipouiul engines as in general practice in the merchant
rvice, with early cut-off in both cylliid*»rs, without
ckeia and esuaDsion-valves O.TIoO.8
t-ninnlne engines of the type and defil^i usually fitted
war-«brp8 O.etoO.6
r»rrectlon I* madK for clearance and cnmprpsgion. and the enfdne
jordance with peneral iniKlein practice, the theriieticnl mean pres-
ly be muUiplied by OM, and the product by the proper factor iu the
9 obtain the expected mean preasui"e.
I tli« Initial PresKnre and the Avcmgc Prcwaiire, (o
■d tlie Ratio ofExpaaalon anu tlic Period of Admia^
n.
P = initial absolute prejisnie in llw. {ler »q. in. ;
u = average total pressure during stroke In lbs. per sq. in. ;
I, ~ lenfrth of stroke in iiiclie.>:;
t = period of ediniiwion ijieasured frombeKlSDlDgof Btrnke;
c = clearance in inches;
Jfs actual ratio of expansion s -T-^- , . . . < (I)
W + hyploKft
R
r
rd arerase pressure p, takinn; account of clearance,
f«-|-«-)+nf-f cjhypl.gfi-iV
pL + Pe = P{l + rH\+ hyp log fl) j
J.yplo«fi = ^^^- 1 = ^^-1 m\
^nnd P, to find R nn</ 1 thy trial and error) — There beln^ two un-
4Uaiitities Rand /, assuine one of thein, viz., the peilod of ndnitsjiioii
itniR it Id equation l.i) and solve for R. Siibxilliite Ihiii value of A in
nula (I), or I = — J-, c, otitained from formula ili. and find /. If
ill Uirreat«ii than the aRRiimed value of /. then the acMumed value of
od of admission ia lou loittr; if li!a.«. the aiisuiniMl value Is loo short,
a new valoe of /, sunstiliile it in fnrriiiilu(.S) ua before, and continue
melhud of trial and error liil the required values of A and ( niu
1
HM.—P = 70. p = la.TS, L = 60". c = »'■. to And I. XssvtTO* I a -i.\ \^|
^= -TF^ - ' = ' tl + 9 1 - 1.6W - V » Si^\
m .tea, wbenca R =: tM
£
BAK-s^em.
>-«*
Theretore It = IS. aad I s VS iaeitei.
Ptriod of Admittivm St^ftitrd for a S*wk» Attftai Hat— V J
»=?^^- eta !•<««•
Jn perc«auige of stroke, I :=
l»5-pi.ct<
— p. ct
Trminnl prtmurt =
P(t4-c)
/^'e««Mre of any olkrr,Poi»t af tftc JbpumH^m. — Vtt Li <
U)> to the giTen point. *
Preasure >t I be given point = -; — -^. .
r WORK OF STEABI IK A SITtCLB CTLKl
To fncilllate calculations of «train rx|iani1nl m cTtMKlKrc l%» I
next \»te is abridee<1 from Clark on the Stratu ■•■.',ei"r.
of pzpansion. c -lUDio I. ranice from 1.0 i'
lOKaritliniE are^reo in column '.!, The S^i
adniisaion ivIaiiTe tr> the actual ratioi* of '
•iroke. oulL-ulaied by formula (.'>) abore
of the ineao pivaitnr-8 relative to the initm
as 1. caloiiLutt^i b; rormuia (2|. In the calcv
Inceix taken inin account, and its amoiiDi is ei>.>^ijiii-
the Flnnl preasure-i, in the BIh column, are 8uch as \
tlie continued exiianHion of the whole of the steam t'
' the hiitial pressure b'-ing equal to 1. Th^-y a,w ii
• if ex|>aM!>ion, column I. The 6th coluain i-uui '
forin.-ttu'es of raual weif^ht^ of xteAm worked wn
^■■Df •>xpiinsiun: the total perfonnance, <frhen strani i^nw
^■»f the sirukM, without expausioa, lieine equal to 1. The.r i
^Htfivi'llnir the tli^urefl in column t hv th"*^ In ('oliimn
^K^ The pitTi»ure!< have l)efn call- ■ itl
^^■teain. duriui; its adtuisKiou li<
^^Vu I til IK off. ami ibnt III-' i^xpai.
Rlrokf. The relalivp ptMfi»i nwiiic*'K i:;n f i»'4'tj cjjruijn^' ! wuIm
liiice for tlip effect of coinpre»Kive nctioii.
The cnlciilinioiiH have h.-en made for periods of ».1tTi»«tiit i
^00](, nr the w hole of the stroke, to !).«. or I l« ■'
nmiiiitily, tlii- eipanxlon in It lime* In the iaxi
tliiien. nn jcivHO in Ibe first column The c^
uiiilOHl anil the ai.-lnal rntloa of • v
thh'h Ik equal to T$ of the Mroke. hk
1lHit(e>l. iiBMiely.O tS.lolMs auiro'- f(
jIJh. tor exinHL'^iuu. NVneu vivk ~
,iili Im only i tluieav wbett CJA '
III i>tT lit 5.^. tUee«p»ufclon\«SWjv
OP STEAM IN A SIXOI.R CTUXDEH. 747
rorklne of SCeam .triaal RalJoa or Kxiiati-
I tJie BelatiTC Period* at Adn»l*al*n, i>rrM»
Performance.
lk)8. absolute. Cl«^arauce at|each end of the cylloilrr 7t
(BiNOLa CrusDKR.)
IMOI
i
3
4
6
6
7
8
s
1 II
S 1
^ s.
>■ -- =
S l>
^ 1
1 6
-£5
0=" =
111'
1"-
II.
t. »-
m
t£B'
-< "
H '-
<
?L_
z.
100
1.000
l.OOO
1 aw
5IS.273
>4.0
4.05
go.s
.996
.909
1.096
6:J,860
31 0
4.45
88.8
.086
.847
1.164
67,836
£98
4.78
80
.MO
.813
i.«oe
70,a4«
•J».%
4.9B
75.S
.gee
.769
1.261
73,513
ae.9
586
'.Q
.9M
,719
1.3S.S
77,^42
as.o
.5.63
S6.8
.913
.090
1.3C5
TB.S.W
S4.V
5.87
«4-5
.flea
.640
J 4S5
83,065
•.•3.8
6.23
69.9
.913
ISS
1.4«t
8.M-25
23.3
6.47
M.l
.888
.Wl
1.M6
l)0.1!.5
aa.o
7.08
SO
.H80
.633
1.616
91.300
St 0
7.61
4«.5
.836
.5
l.BTi
97.4.18
20.3
8,09
40
.787
.439
1.793
104,406
19.0
9.83
87.6
.766
.417
1.837
107 .ON)
18.5
9.71
88.8
.•:28
.877
1.94S
na.a-.o
ir.7
10.78
;» »
.69S
.315
a.OTO
116.h8
16.9
11.7*
Off 4
.e.'B
.:tl3
a.o&i
iai,3S6
10.8
l-'.95
25
.087
.•/OS
2.fJ9
K'4.<i6S
16 0
13 ,58
«.7
.608
.a78
4.187
13r.4N)
1.^ 5
14. .57
21.8
..Vfl
.i63
2.340
iso.caa
1.S.8
IS 38
19.7
.560
.■au
3.878
U-i 770
11.9
1(1.19
1H.5
.551
.138
■2.31.')
l.W.WKI
14.7
17.00
le.B
.sai
.22a
a.. 170
jas. lai
1J.S4
in.ai
15.3
..W1
.W»8
a. lis
14P.9-.'0
11.0.5
19.43
14.4
.4*8
.ioo
3.410
UJ.180
13. M
20.83
13.6
.4TB
.1!I8
a.uie
I^S.Ti'O
n rs
21 04
12.5
.457
.1*;
•-'..Ml
I4li8--'fi
13 M
W 25
11.4
.438
.]72
8.647
14K..-190
13.34
88.47
It.l
.433
.1U8
a.5.'>o
MK04l>
ri.-js
83.87
10.3
.419
.161
2.585
l.W.MHO
13.14
25.00
10
.113
.i:ifl
8 597
I.M.370
13. OM
85 49
g.s
.ass
.l.VJ
a.G'O
\h-2.fm
13. !W
a«.7i
8.8
.381
.i«
a 604
l.W.v'OO
18.76
88 la
T.7
.369
.137
•-• «»:(
1A|I.«<10
18.61
89 54
7.1
i»7
.13;^
•J 711
1.57.«7a
12 S3
30.76
6.7
.348
.liM
8.719
158.414
la.ffl
3) 57
1 e.4
.342
.!«
2 T.-JO
159.433
It. S3
88.38
If TBlc Taulk.— Timl Hie iiiiliul |)r€'!isui'e ia imiforni: Hint
complel); to llit- end of ilie sliokr; Unit ilif jiiewuie In ex-
IkVfrsely as lli«? voltjine; ihut I|it*re in D(.» btK'lt-pressure of
niprrtuiioii, and Hint clini-cincr is 't cf ilu< Kin'kcnf encli
ler. }iitalloHiini-eJias liefn iiia(l4< for loeaot &lfUlu L>lf vyl-
'oa or If&kafif^.
'atenm of lOOlbg. preasiins per sq. Id., or 14,400
I'SO
THfe 3TEAM-ENG1NB.
K
X M Se ft. = 55, TBS rt. • lbs. The beat rquiv&lent of thia work to MNM^
:>TI.T units. Iliiit 18 tilt) work oM lb. ot steam of one aUnoqilimM
n a pfefcon «'ithoiit exiMiiiBlon. |
Tb« gios>s work thus done on a piston by I lb. of steain (.-niHiau-J tin
preauiUres varyiiif? Iroin 15 lbs. to 100 lbs. |ier aq. hi. vh: - :
from 50,000 to B'J.UUO ft. -lbs., ttniivalfiit to from 7i to ?
TWs work of I lb. of steam without expausioii i.s
sccordfQi; to llie proportion it beam to the net c'a|>ai'::
tlie clearance be 'f of the ulroke. the work of a givi-n
out expansion, aduiitCcfd for the whole of the stroke, i>
of lor to loa.
Havlug deteniiined by this ratio the quantity of work of 1 lb. of
OUtexp-annioii, HH reduced by clearance, the work of the "'J*!'"- "--ii:!
far viiriou!* ratit.ts *jrcxpaiiKiOD may bt* found )iy niullii
pcrforitiEin*!!* or *-qiirtI xv'oi(^lit.< of i*r»'fttii. jrlvrfi in (lie -
QnantUjr orst«ain CouKnmed p«r Horx>
'Work per Hour. iCSiluum H of table.;— The nif.
is the perf.priiMiice (>( 83.000 ft. -lbs, p«-r minute, or ]..■
TbiH work, divided by the work of 1 lb of steam, givi-^
reqiiii-ed per liorse-power per hour. For exiuiiple, iln' :
done iu too cylinder by I lb. of 100 Ibt; ^te^im, without e»i'
I MA AAA
7)f of clearance, U 5S:iVi ft. -lbs.; and ^, = « lbs. of siea...,
of steam consumed for the total work dune in the cylindi-r prr
per hour. For any shorter period of admission with cjtpaii
of sit-am per hnrse-powvr in les». as the totnl « ork of I lb.
and may be found by dividinR l,l»wj.000 ft. Ib». by ilie rrw
done; or by dividing 31 lbs. by the ratio of iHsrforuiaiioe^
tablo.
ACTCAl. KXPANSIONS.
IVItb Dlfl'ereiil CiMtranrea and Cal>
Computed by A. F. NOKle.
I
Per Cect of Clearance.
i
■ Cut-
~ oflr.
M
1 1
M
0 1
8
S
4
6
«
7 1 S
J
b"
lOO.flO B0.5
SI.O 36.75
iU8
17.6
IS. 14
i:i
1
■ .03
80,00 88.87
■.a.50 -JO.OO
i7.a»
15.00
13 a
11.' ■
9
H .0:]
a-i.ni ia.-£i
SU.40 17. IU
14. 8«
13.1i
11 7S
10
'<
■ .M
•J5.00 uo.ao
17.110 14.71
13.00
ll.llti
tO.flO
•1
J
■ .06
•JU.OO llS.tW
14.57 1i.87
11 55
10 .50
0.A4
.■>
;1
^ .06
10 07 14.41
12.75 {11.44
10.40
0.5o
8.8S
f
i
.07
i4.a8 r.'.oj
11.33 10.30
0.40
8. 70
8.16
'
!
l_ .08
k»..t0 it.a-j
10 ;> i.'M
8 U7
8. (to
7.57 , 7
(
^ .00
11.11 10.10
».S7 1 8.58
8,00
750
7.0T
<t
■ .10
10.00 g.m
8.50
7. 9 J
7.43
7.00
0.09
(.
;
■ 11
9.09 8.4.'
7.(M
7.86
«.M
a.5fl
0.04
f.
■ .It
8.W 7.7*>
7 ao
B.W
6,50
0 18
6.80
I
■ .14
T.14 8.73
0.37
U.iW
6.78
5.53
5.30
;,
.
■ .)«
B.-ih 5.04
5.07
5.4'.'
b.ao
5.00
i.St
4
i.
■ .SO
.too 4.BI
4.M
4 48
4.38
4.!i0
4.08
awn I.*
■ ,2S
4.00 3.*<
3.77
3.08
3..58
a.. SO
an
X.&4 1 i.«r
1
■ .m
i.Xi 3.W
3 Id
8.12
3.06
1.00
i 01
? 90 ' t.M
M
n •<»
i W 3.4H
2.4.S
V.40
■J.86
Has
'J ■
■ tk
^^^
Ml
i.ooi !.»«; 1.00
1.04
l.W
I.VO
1
..■
^^M
.SOI 1.07' I.OB
l.K)
I .<H ; I «'. ' A ^^^^'■ ' '. ■
■
^^.'0 i.4il I 4-:
I 44
1 41 \ \ \- ' m
■
■kM/ I. as ).i»
l,V44l l.-JAV, 1 v|
■
^■f/i.ifi
1.109, 1 lOrt i .*■
■
m
1.00 i 00 l.OtW l.OOOl \ WA.y.
\
^.^.^
I
^■iM
^^■M-
— ^^
^^H
STEAM IK A STVGLK CYLINDER.
(etoncy or 1 lb. of Slram with and without
(iiire and eoiupnsaoa wn consideivtl.
letonc
MHore
^ „ P» + c) + Pil + Objp. log. R - Ft
r8«p= .
00;I = S5: c=7.
BhyP'°g-^-7 _ 88 + 39 X 1.809-7. „
100 ~ 100 ~ •
Im added to the 8trok», «o that clearance beconiea aero,
Of gtifani beios u<ed, admission I being then = < 4-ca
ealOT.
l-88hrp.loK.— -0 ■
^ jy "g 3a _ lH + 3gX 1.809 J
lOT ~ 107 - ™^' T
laranee be reduce to 0. tbeamnnnt of the clenrance 7
th tbe a<1iniiiKion nnd Ibe stroke, the same qiiantily of
e work than ^vhen the clearance is 7 in the ratio 707 : ttSr,
■re Considered. -If back prexsurf = .10 of P, thts
' MUblriiclcl froiii i> and p, giviiiR p = .NST, p, = GOT, ilie
jiiaiitiij- of steam used without clearancf he log greater
c<? !•; 7 |("r cent In the latio of 607 : M7, or l-K more.
npreaaiou.— By early closure of the ejchaust. so that a
laii-t-ticeam \^ oompresaed into the clenraiicevipace, much
> cltiurance may be avuided. If exiiausloti U contitnied
pressure, if the back pressure Is unif^rni ihrouE'lioiit the
id if compression bexiiiA at such imint that iheexhnuat-
n the cyllmler is compressed to the Inllial pressure at the
roka then the uork of cnmpnesslon nf the exhaust- steam j
jiie ilurine eipan-^lcm by the clearunce-i'teaui. The clear-J
llled by the exbiiumt siieani i bus compressed, no lew sleam^
.he ciearance-spai-'e for the next forward sirnke, and the
yot tile Kteain used In the cyliinlei- are just the Karne as if
araiice and no compression. When, however, tiiere is a
roin the floal pres-^ure of the expansion, or the terminal
Chausc Or liack presscire (the usual c»fie>, the work of coin-
Dial pressure is srearer than the work done by the expau.
^nce•Bteaul. so that a Ic-w of effluleticy results In this
jleucy can ije attained by Inflowing for compression a less
than that nee<le'l to All ilie cleMrance-spiu-e iviili Bteam of
!. (Hee Clark. S. E , p. HllB. rt »eq ; also K. H. Bail, Trans, j
fIT.) It is slinwM hy Clark that a sonievvhat Kreater elH^
lied wheth-Tor not the pressure of the steaiii tje carrlrtll
Q to the hack erhaust-prewsure. As a result of calcula-
0 the most effleleut peilods nf coinpi-essiMti fur various
* pifisure, and for various periods of admission, he gives
IXtpaee:
V Lovr- and Hleli-npeed EnelncK. (Han-Is
l.i Sept. IT. I8UI.1— rue cunsi ruction i,( ilie hlKb-speed
:h its relBiivply sliori siroke, tliat tin' cleamnce mtist ^»^
III the n.'leiisin){-vnlve type. The short-^^lroke eiu^iiie [|i^|
iij;lne wlih larpe clearance, irbich i» npsi'aviiled when
loci iaa feature. ConveiKely, the leleiusliiK-valve pear ii^l
D eucine of slow rotative speed, where great jwwer Ml
UK stroke, and sninll cleniaiice is a fentiir>-iii ltscnnslnio»^
(118 clearance will vary from Hi to IJJS of the pistoudis-
the other from iK to Hi. In the case of nn enuim with a
Sr 10% of ttio p/Kfoii-iliitplnceiiient tlie wti.*ve Vfxivn Viwms\w»*
tgtdermiin coniiecrJuD ii'ltli uii early cul-tift. T\\e »\v\«n\ol
ifS tbe BviHte due locleHraiice ill pri»port"lO\\ i».*"\e «\jeuu\
r«r preiiBure. Thn farther expaiiBlon is canrWA WwoxMcV^.
: il/'^'^'i "■'" l^ufhereilncilon ot waat-eAu**- -""^
> teoia the r»ci. thai che hiKh-sp.^-ed e«6«ie,1
ed
la. ^
THE STEAM-ENOIXB.
•team much less than tlie Oorliw, will dimr • grvAler gAla «Im»
from slniple to compound thau iu rival under almllar iiooiIIUout.
COMFRKSStO.V OF SteAM IS THE CTUXDCn.
Best Periods of Coiiipregg.ion ; OlvArancii 'percvaL
I
Cut-off In
Percent-
ages of
the
Stroke.
Total Back Pressure, In percentages of the total ioUJal
2»
r^
10
IS
so
£5
Periods of CompressloD, In parts ot tbcalMka.
15
25
30
35
40
45
GO
6S
80
C6
70
75
6SX
&S
59
47
4S
86
33
SO
34
S9
19
17
67S
44X
asa
t
68
40
•»
SW
47
S7
37
a
a
84
26
81
I'K
as
Si
25
20
35
as
S»
19
38
87
21
18
SO
St,
SO
17
27
88
18
le
3M
21
17
15
SS
10
IS
14
ao
17
15
14
17
18
14
14
19
14
IS
IS
IS
I
NoTEB TO 1'ablb.— 1. Kor periods ot admlbsion, or ixTCpntacc* il
pressure, other than those glren, ttie periods of conipressloa mar ^ <
found by interpolalion.
8. For any oilier clpftrnnee, the vnUie^ of the fahulnted pertoiU n
presslon are to be ulcered in the ratio of 7 to the glvfij prrc*«t
oleavanoe.
Cyilnder-coodensation may hove eoiislilerahle effect upon th» (•!
of compression, but it has not vet (1898) heen d»teniilii«<l br eiPfrtl
(Trans. A. S. V. K.. xiv 1078 )
Cylluder-condenaatloii.— RaiiklDe. 8. E . p. <Ci^. Mtrit ■ DoM
of Ileal til ami fiYuii ide inelal of the pylit'l"! "•■ i> "•• ' »-..... !t..„,i
contained in thr cylinder, liax the effet't •
eiiininK and laisint: it at the end of thi- -
the whole greater tlmn the raiRlnjffffri-l .., - .,
of steam wasted tbroufh alleniaie liqiieiiu!tiiiu and ••\
cvlliider has been founa tobe ip-eater than tlieqiiantlty
I he work.
Percentage of l,omm by Cr'llndFr-«ondcuMatlon, tall
Cnt-oir. (From circular of (he Ashorofl .Mfg. CVx ui tk»
Indicator, 1889.)
ft!
3 O 3
Perceut. of Feed-water accounted
for by the Tudicaior diagram.
Percent, nf
tlOD due t'
CWt
WORK OF STKAM IN A SINGl.B CYLIKDEJi.
753
tretleal Compared ivlth Avtnal 'Wiiter«conHUiii|»-
Slnglc-cyllndet- Automatic mt-oO' Eii8:tnei>. iKi-oin
LlAliiKHf of iln' Hiii'keyc Kiniiijo ri).i— Tlif rolioniii); iiitil.- has \wn
1 on tlie baKi.-i of ihn i rensuie-s tliai ibsuU iit prucinje svltli a enii-
ciilw presKiirt; of SO llis ami iliffeieill points gf cut nff. wkli Buckpve
»iin>l otluM* Willi similar cleaioniH. Viaclions arts uiiillti^d, except
crceDtagc coluiim. as tbp degree of aecurat.'y their use tvould seam
! Is ool attained or aimed at. JtM
Indicated
m
irPart
Mean
Total
Ratt".
Assumed. ^M
Effective
Terminnl
liw. Water.
PresBure.
Pressure.
fwr I H.P.
per hour.
Act'l Bate.
Per ct. Lo8g.
,W
18
11
W
32
S8
IB
97
1!S
IH
87
41
SO
sn
an
1»
25
81.5
p
42
25
«)
2B
85
So
48
so
'-■O
84
21.8
4S
S3
85
£1
a-i
19
40
67
;i8
l>J
26
16.7
V,
61
43
SJ
27
15
;50
61
48
■J4
27
13. e
J will Im> Hevti [hnt »)iil>* Iht4 best iiidicnt«d eeoiioiiiv i« when thecut-nff
•bout »r .15 or ,30 of th>- stroke, giving about 30 lbs. Sl.E.P.. and a iprnni-
I 8 or t lbs. ftliove atiiiosplierf, when we come to add tho peroeiita(re.H due
I! constnni aniouni uf nnlntlieuteiJ lims, us per sixth eoliuim, lh« rnosteco
niinal point of eiit-i:iff is fouiHi to bu abuiit .'M nt the stroke, t(lviu|>; 4S lb».
E.P. and "W lbs. terminal jiresRure. Thbi showing a^rres oithstaatially
111 iiir«lc>rn eTiwrtenre nndpr antoniatii* ciit-otT i-eeiilaliou.
Kxperluients on ('yitnder-f oiidfMiKatlon.— Expeiimeata bj
»jor Thoi. Fji;;li<li iEiii/'g. Oct. T, ltW7, p. .'JSO wlih an eiiBJiie 10 x 14 In.,
rlcotfd in tiie sides but not on the ends, indicate that tiieiiet Initial coii-
nsaticm (or excess of condensation over reevaporulloiij h\ the clearance
irfoee TarieM directly A-s the initial dt^nslty of tlie dteain, und inveinely aa
ivfiquar)* mot of the number of ri'volntiotis jxjr unit of tiiuo, This mean
*ult-s gave for the net iiiiliid condeiiHatlon by den ranee space per sq. fl. of
Irfact' at one rev. per second ti-OO tbei-nial units in the eDKioe when run
5ii-c'"ideii*ini? and .').T5 units wheti t.'omie(iBlti(j.
Q. R. Bodmer (Kiig'n. Marcli 4, 18*3. p. eOBi says. : WIthiu the ordinary
nils of expmision (|e«lrable in one i/jipuJer tlK> evpansiini ratio has prao-
Itillr no Intlueuce on the amount or octiideiKuitluii ]ier sd-nlce, which for
mpre eiif^ines can be expreBsed iiy tlie following; foniuila for the welg:lit
' water condensed [per nitnute, probably; the orlgiani does not state] :
S(T-I)
*■= O'T^T^' "'here T (Jeiiotes th« mean admission tempeiature, t the
emi exhiiiist temperature. .9 cleArnnce-siirfaee fsquare feot>, N the num-
irof revolutions per second, /, latent heat of steam at (he mean ndmiiwlon
injieratine, ainl Ca constant for any Ki»en type of eD^iiie.
Mr. Rodnner fniind from experluienlal dam that for niRh fii-essure noo
cketeil i-Uiiiii'-s ('= about (ill, for coiKleiisiiij; non JncVtetwl enijinea O.nttt
HI), fov .viudeuslnB jacketed en(?inej< (1 UKS to O.IKVJ. '\'\i» figures for Jftck-
- oppiy to tliiwe Ja(.'kete<l in tbe usual way, and not at the ends.
I- d fTereot euKines of the saniH cMass, but is practically oon-
v driven en^ne. For sinsple hi^h-pressure non-jacketed euf^lues
1 to ninee from 0.1 to (MI2.
Ir Bodmer's fnrmulu lo the case of a CVirlisa non jacketed Bon-
•-ngMie. 4ft. strolte. -H in diain., fld revs, per iniii.. Initial pi-es-
.fK M lUs. gunge, exhaust pres.siire -i Urn, «o have T - f = II2», lf= I.
= 880. S = 7 (Ml. ft.; and. cakliiu C = lia and \V = lb*. watiMc cotv&eitxeA
ll" ,jji >.' tl^ X 't
hm^niu, W= ' — y^yWo ~ •"" "*• f^'' '"i""'*. or 5.4 «». per \iu>iT. \
■Km ut»f.tf»'rI.H P. per hour accorlfne to the Otaeram \« «> V
l^^sr coasampuoa la 25.4 lbs., coriesponding to a cyWuSer co
754
THE STEAM-EXOINX
I
I
I
INDICATOB-DIAGBAM OP A
ENGIZTE.
8INCiI.E-CT
D«aullloil*.— 77^ Atnioipherie Linf. AB.iin line drawn by til
of ilii- iiiilieaior when tbs coniuvilon-' with (iieeiigina are closed ai
•t4«« of (he pUtun ar« o|H<n to the stiiiospbere.
Fio. 13a.
Thf rirrMum Liiif, OX, is a reference line usuallr drawo about
poiiDilii hy scale iKflow the atinoiipberic line.
Tlir CImriiucr Liue. 0¥, Is a referrnce line drawn «l a dbtaoMfh
end of tliA diaerAni t-qiiiil to iIih name per cent of U« length as tlieels
and wajite room is n[ ilie plsion-disiilai.-em«*ut.
The Line vj ftvilerpti-uyiiie. JK, is Urawn parallnl to the itmH
llae, and nt a distance Iroin It by scale equal to the boilor-pressure I
by the KBufre.
Till Adniifnion Liiif. CD. »liows the ri^se of pressure du« to tbe«A|
of Rteani tu the evlinder by opeuine the steam- valve.
The SImm Li\ir, DE, is drawn ulien tho8teani-vali'e U openaodltl
t)elUK admitted to tlie ev Under,
The f^unt of CMt-off. E, Is the point where the admierlan Of m*
stopped by the I'hifiintf u( the raive. It in ufton diffleult to ilelennll
exact point at vrliicli the ciit-<>fT talies place. It ix usually l<v9ti'^hr
outline of the rtla);rain chanKcs its curvature Irom convex tuc "^
The Expantioii Cttrve. EF, allows the fall in pressure as tU6^
cylinder expands doine work.
The foint of Rfleate. F. shows wlien the exhaust- valve 0|JeB
The FxUautt J^iiie, FO. represents the change in presMIV
pliice when the exhausC-valve opens.
TVie Biick-pyemiure Line. GH, xbowK the pressure aeoinlt wb
aciH dui'iiifr Its return stroke.
The Fuint of hUhunnl Clomve. H, Is the point where the eiUftir^
uliises. It cannot i>e locateil (i^iinitely, as the chan^ In pre^suie Itfl
due io Ihr Kradiiiil closing of the vatve.
The CDHiutfssion Ciirue, HO. shows the rise in pressure dua to tb»
presRion of tlie steam remAiiiin? in the cylinder after the e.xhall$^Ttl
t'^osed.
The ifenn Height of the Diagram i-qiuils its area divided by Ittlenl
The ilenn Effective ISeaiiire Is the mean net pressure iM.iiit- ihi'
forward = the utean litMeht K 'he scale of the indlcuor- :
To find the .Mean Kffi-vtiw fiensiiie from th- Oit",
length, LB, into a number, sny 10, equal parts, setting oO'
half II part at S, and nine other pfirls lietwo«-n: erect onli
lar 10 (lie ttrniospheric line at the points of divlsloU' of 7. /
Ki'S-m; add togetlier the let\Bt.\»aol t.\\||!w^ w4\Ti».tesiiiterecf -
upijer and lower lines ot VUe ^liiKcoov «''>^^ ^<<\te Xs^ xxii»x vituuM:;.
i iROBM^FOWBR 07 8ir<ltl9Re.
7ft0
heiicht. which multiplied \ty the scnl? of tlif- irdicntorsprinjt
iP. Or find ilie aien by a filaiiiiiieter. or utlier means fseo
. 86), and diviile by (lie krnt;Hi Lli to obtain tlii? int-ati Iteight.
'ressiire is tbe pruHSura acting en thf piaian at tli<- liei^iiiiiia^
i fVewure Is the presHiire ahove tli«» line cf perfect vanium
)C at the eiiri of the stroke If llie steniii had not been released
ijUiid by couliiiuitig the expansiori-cunre to Llie end of the
:d hobse'Powbh or enoines, single-
CVLINJOEB.
Indicated Horse-jiower I H.P.=
PImh
33,006'
■ean effective pressure hi Itw. p<*r t«q. in. ; L = leutrth <if Hlruke
ea of pist<ft> In Sfjimre Itiebes. Fur aocu racy, one half of the
of th- pisloii-nid rtiutt be HUlitracled frmii ilie area of the
td fiasses ihrouKh one heiid. or lh« whole ar**a of ilie rod If it
I both heads; » = Nu. of single strokes [rer uiiu. = •' X No, of
^, in which S — piston speed lii feet per minute.
p<ns
«<,U17
4s!,017
= .omsaspLu*n = .0000238WS.
liam, of cyl. in inches. (Thei (Inures "38 arc eza^t, since
8 rjtat'tly.) If product of piston-speeiiv ineaTi elTectlve
HT. llien the horse-power would equal the squttre of the
*<ie«.
tale for Eiftiniattne tli« Horse-power of a
■der Engine, Sc^mire me iliaiiiertmiiui divine by :i. ThiisU
i^rr the (Mmliieu of t he ineau elTectivc pressure and the piston-
"•■i,l)IT, or. Kay, KI.OOO. vl?.., when M.E.P. -30 and 8 = 700;
■ Sa and .S'= «00; when M.E.P, = 3M,a and 4J = 550; and when
4 .v= .yiO. Thew con>liliotis ivurexpond to 'hose i>f ordinary
mth <.'nrllsH enjjines and shMf(-i/«n">'riii>r liii2li*sT>eed engines
r>r«e-po%ver. Mean Kflertlve Preannre, and
Id, ft and 6lz« or Orllnder.—
8»,0(X>xI.H.P.
Pill
Oiaiueter :
(Exact.)
»r«e>povirer is the actual horse-power of the eng^ine as
l«t By-wheel t>y a frlrtlon-brake or dynaninmeter. It \g the
•-T»oW-r miniK the frieriMii of the eneme.
Booehly Approxlmatliis the HorHe-power of
kd EitKlac from tbo Diameter of its liovr-
^llnder, — The iiHlicated boi-He-powur of uu engine (jetn^
|i f"= mean effectlvfi pressure persq. in., n = pistou-sjieed in
Mid d = diam. of cylinder in iucliea; if « = (X*> ft. per min.,
jclrnately the speed of inoilein sraiionary entwines, and P ~ Hi
an apiiroxirnately avenice tlgin-e for the .M.E.P. of aint^le-
b*. Hiid of i'(iiii)>oiiii(i eiiKines referiwl lo the low-pres-siire
t.H.P. = ^P: hence tin- louuh-nnd-readv rule for horsepower
3liaiie tile dijiinoter in liiehesi and iliviile liy i. TIds applies I«
niple expaiiHiiiii fii^jnes ii.ti well nn to single cylinder and
3r most ecoU'iinical loadini.'', the .ILK P. referred to the low-
ler of c'Oiiipoiiiid ent;ine9 id uEtuully not. ^renter than that of
; for the ri enter euoiioniy is obtahied by a greater uunilter of
Mtenni of hiKher pre8.<ures. and the Kn-ntej- the number of
a (fiven iniiiul prer>sure the kmei llieuieHiiePfecllve vitefu«B«.
Able gives approximately the h'gures of mean to\a\ auiX e(l«n-
tA6
THE STBAM-SNOIHS.
llTvprvMum for Uie<!UT«n«t tjrpr* of fiiKincs. toc«ihpr irirh ihibclw
whlon thoaqoAroor llir dliiiii«t«r Is to be iiniltipiled to ubisia ih« tut
}w)w«r •! moat <conoi?tlc«l IcMdiu^. for a pistr>ii-»[>et^I of tXK ft. pvrmini
^?^|2 lift l|?lil|iUi']
■ - 'Z f - i — .' a - . 1- - »■ I
= 1^^-11= 'S- 111
NoD-coadenKli ig.
Tripl
Qtimlniple
B.
80
.538
T.5
16
A03
10.
1«
.830
19.5
18
.S8-' 1
eat I 15.5 1 K.7
48.« 1 li.b 88,7
r>X.8 16.S 37.3
56.4 I 16.6 I 40.t
nni
I
OondeiwiOK EaKinM.
Kliii;l<>fyllii(lfr I 100
('■■nipoiifid ISO
Triple I 160
giukclniple I 300
.am
S5.0
M', .
«B.6
.«00
84.0
.109
38.8
J)
81.0
lUfl .<
8
«r.«
*t
8
M.O
8
ai.R
K.ir any other plston.sppeil thnn 600 ft. p»r mlii,, niiilttiilj- IliP fipim
\\w liiHt, ooliiinn by 111*" ratio of tho plstoii»pw<l to WKi ft
NoinlllMl Iformc-potwcr.— Tlitf Ipi-iu ■■ luiininal li.ii,.' nv.i^r " M
iiat«il in ihv lliiii.'ot Willi. and kils iitied lOfXpie^bM;
of ftii enelni* as oalculiilpd from iis iliiiiiieter, i-siiiim
ill the cvliiider «t T lbs. al>"V(j iIm' ftliiiiwulifn?. li lu>, _
.VniirliH. ami is nearly olisfplfUi In KiikIx"''.
HorKe-poicer ron»tant or « ^ven Kiiiclue for ■ Hi
Speed _ pruduot of iis uit^ji of i>i»tuii in tHjuuie melius, luuirili 'i(iiirt<ki
fe«t, Aiid number of sitiKle utroke^ per tnimile divided tiy 39,1100, of a
- C. The proiluct of the fn«in «fTet!tlTfi pre»siir>' as found liy IhedlW
mill tliis liiiimlftiit Is tlio Indicolwl liiirnL>-p.nvi-r.
Horae-povver Coiiatant or b gtTm Knctne for Ttrr
Speed" - priHluct uf ll-i aiva of [iHini nml ImukiIi >j! slrolii- ■livuH
:*1.i)i)(>. TiiiM limit IgilltMl liy tlie mran i-flVct i vm ]ir»-s8iiit! anil lij llw iw*
iif ulrieli" Hlr(il(»*« ]i^r mifiulf in Mip iiicllcnlp'l horsf-pnupr
Home-power i'onntant or any Rneinc or a glireii Dii
e<er of Cvlliider, wlmK-viT (hi- It-rijrtli of siruke = qre-auf ui»lwi+*l
: wjimrpiif the illiiiiif tcr of plMKni in im-lic« X .000(1238. A Inlilr of CilBII
iJerlvrd rroiii tlit.>< fornnila is eItpii lielow.
Th« i'onstiiiit multiplied >)v the plsttm-apeert in feet pt- r Diiiiiiit wl
thii M.EP. Klvw«HiM I.n.r.
Brrorn orinrDratoro.— The most common erinris Ov ■•' ii"-«i'f
wliicti Hiay vniy from ils normal railnp; the error inny I •
proper ie»tini; upparatuH and allowed for. But after luakir^.
even with the best ivork, the results are liable to varialiie ii. ;
niiioiiiit to i or 8 per ueiit, See Barnia, Trans. A. S. M. K., t. SI", t*f*
A. rt M. li. xi. 639; David Smith, U. S. N., Proc. Kiip> OoniOf* I
Miiriiie nivixloii.
IiiilieAtor '■ KiKS,'" or IteiiiieiriK-molioiis ; Interpretation of PI*!?"!""
Krrors of Steaiii-iliittrlliucion, etc. Kfir these see <.Hrciilars of mimuf*'™'
nf IiMliralors: also worlm mi l3i*» Indii'ntor.
Xable of Biticliie ('utrntanlfi for I7»e In Piuiv
power.— ■' HoiSf-iiowcrfijiiiiiarii " rorryliinlersfroni I n
iliametur, tttlviineliiK by sths, for one foot of pi.;!.'-.;!. —I >
poiniii of M.E.P. Kind the diameter of the i.'
Hide. If the diameter eoniuina no fraoiioii Ihi-
t'lWljlilli Jiedileii Eveu llict\eK. \\ W«&Vilva«tA:v <. i.. < .
ho Udo ]ior1contal\y to ihe co\\nv«n owr»*KV)<»A\ft* \» xJor t
INDIOATKD HOhSE-tOWER OF BNGlNBS.
tDta mnltiplfed by tho plston-spfied atHi b.r t)i« M.E.P. gire th
er.
iet«r
f
idtsr.
Even
locbm.
or
.0000-J38
ooooosa
.OOOSHJ
.0008808
.0005950
.0008368,
,001 1«»
.00I52il:i
.0019378
oo'Msoo:
o««sr98
0031273
0016618
OOKIUO
0060IM8
,00fl87«2
.0077113
ooeaoiH
OOOr,-,"'"'
,0101
.Oll.ji
.01-23*!-
.01S70S(S
.0U81^,
.0I60**1
.0173503
.0i8r>5a3
.0800158
.on^joo
,0286718
.0SM713
.0eS81N3
.0«7513«
.OaiT.'"
OW-i
.owr.
.OIM^M,.
.owiaiiK
.oe«(iaoo
.(M00a78|
.OilOflfH
.OMoosal
.0«r»r'"»
.(M81 •
.OWri-
.0535.T
.06483SV
.o&;m8«
.OMKOOO
.oeieosM
.0«B.>13
.OIH)li)««
.iWlBfttO,
.C>74«:lttf:
,07T:WB3
.0H0O«83
.08-»t7»;
aesonoo'
+ H
or
.SS.
+ % +H
or I or
.878. I .5.
+ %
+ «
or
.79.
or
.0000301
.0001074
.000*334
.0(X14a'i0
.11006251
auoHd-ju
.OOISOSC!
.0015711
.001M17
0034 »i»
,002&J58
,0031990
0010999
0017484
0051446
.0061884,
oodfiwr
.007!il87
n«S70Vj
oi:«>lu
01,tO«11
oioaciJi
017.5113
()mS3tl3
(S01W7
031.J98H
ll3:30.Vtii:
034-il)U)
03111149
(I37T1.V)
,0:i«:llttl
aM'J53!
.06fil313
,0674:»7
06917979;
oa£n76i
,064(1640
0671U99I
06!1733,'i'
.07343-Mi
.iir4'J704
07796,57
.0«l.M087
0S319!«,
08608741
.0000873
.0001305
OOOtJSU
.00O439!t
.OOOtlVV)
,(!00»3'J7'
.OOliRlO
iKKOWa
.ll«h!.'iOO(,
0030131 '
,CI0:»714
,0O117H3
.0018.33S
00S«19
,0063847
0070819
.00793(jS
oossias
111)97594
,1)107473
011783.5
,013»aril
.t)l;i',W59
.niriiT;!')
oii);w97
,ill7fi739
riiw«);)<i
.II3(VH34
037 '.I I HI)
.0404a'.<;
.04:M84S
.0445194
(VI6(iai9
i>lt»7!l-30
ii-3O909r
.0531340
.06M079
.0577384
.0600!M5
.0e!£>133
.0619753
.0674861
.0700449
.OTiSSSlO
.0758047
.07800(10
.0807549
.ceaKU
0868055
.00001.50
.0001343
,0^)3711
.0004^154
.000(W7U
.0OO9«73
.oinaa-M
ooiiiitaj
.0030910
,003,51! IS
0O:«t794
,0036447
004357(1
OiHillSI
00563151
00«;iS17
O07ia5ll,
oijaoaeo
OOS 934,1
.OOOSHOS'
0109739
01I9I53
0I300W
0141405,
0IM34G
0165563
0178:155
111 91624
•rm.
,!3Vi
• ■.■t;U.57
03U.'il(W
,0381381
03978:11
081490H
ofKcunn
.OI3i8fJ3
.0447771
.0168655
.0190016
OSUS.'W
.0534165
.055«9.¥1
.a5M03).H
.060m5n
.0638175
.06.538(17
.09780:10
.0703681
.OTIMBOI
.0756:398
. 0783476
.OSUOIS
.0867.543
(WOOfA'i
0001487
OOhWlS
00O4.MI!(
O.'IOOnS
Ot>l.*3M7
(X)171M
(1(WM7»:
ooaesao
003Mj5'
0O371S7,
0043375
00500391
005717a;
(*»147WI
a)72«<;
008145:
0090499
1)100019
OIUXflB,
,0130487!
0131435'
0H3S59J
OI.547.59I
01671:15
0179988'
019:«!(!j
O307I19
0331309
OS.*: 155 1
(Uai387
OdtTOSfr
ossnTB
039ate»
.O8I707&
03S4(H7
':i7l«80
:i90»79
1*409895'
,04398871
04.50355
,01"139!l
01937191
0514615!
053:1988
,osag«tas
0583159
0606969
0633385
06.56987
0681315
0705393
07330991
07597.55
07868871
08 1 4496
0843.^9
0871189
0000«38|
.0001610
,0i«WI37
.0005001
, 00(17.'^
,0010115
.0018.^.37
.0(H7705
.0033048
.ooayffi7
.(XW316S|
.0037 93-1
.00441831
.0050906:
.0058105
.0O65J8O!
.007a93U;
.OU83S60
.0001663
.0101343!
.Otll-309
.0131 KW
.Oiasw:i7
.0144.331
.0156380
.nitjsrrje
.0IS1(i37
.0111.5015
.o-.iws7a;
.0-.'3;W]8
.03380:13'
.0303335
.owao98
.0«0«0S6
.09IWS1
.0365070
.0S736S4
.Otn-JTSS
.0113868
,04:33430
.0153947
.0473951
.04954.30
.05I738ti
.0539818,
.a66:r745|
.Ofr8ttlO»{
.0609969 .
.0«84»I4 .
,0659115 .
068^1403 .
,OTl()166l.
073MO6 .
07(J3130 ,
O7B0eH3 ,
,08179S0 .
OtMttl'Si
.087474a'
0000739
0001800
0<¥i334T,
.0(itr):i70
0iX17H(»
, 0(010814!
,00143951
.fl0183>;l
.00336351
.00375031 .'
.00338591
.O0.386ti0|
.00449971
.0151780'
.005W139
.0(l«6774
.007J9.S5
0083*173
.0(WiH,35
.01W47I
.0ii3r«i
.Ol3:tl7!l
.()1:H347i
.0145781)'
,0t578M'
.017(1304
.OI8S375
.OIIW733
.0310(515
.033.VMI
.0-J39919
.0356369
.0871097
.0S87399
.0904179
.0631434!
.0S80I65
.0887373 .
.0370053
.0895214
.0414849 .
0434959 .
,04.55547
.047(W)9
.0498149
063011)4
.05436.55
.0660633
.0689065
0013984
,06.37879
00633.50
,0687,597
,0713419
07,3971 »
,0796484
0793745
083147-i' .1
.Wfl«MA
0000887
0001967
0003074
.00(»6,5«
,0(X»315
0011349
0014759
0018746
,003»3I)»
00'»I47
.0033,561
00891.53
.0045819
.OOS'.Wl
,0059979
^IOfl777l
.007tKM4
.0081791
,009.1013
.0103713
01 1 :tH86
.013i:i:i7
oiariBiu
0147366
.015!»4,5
.0171899
.0184939
.0198436
.0313418
.0336877
.03>il813
.0857233
.t»r310«
.0S89471
.0806309
.0833634
.084141K
0359881
087843* I
08'.(764aJ
0417;l3ri
,04375071
.04.5818;
0179378'
.0800875
0638949
.0345499
.0008536
.0616007
.0040163
. 0665,393
0600799
071ti«81
,0748039
,0769874
0;p7l85
THE STEAM-ENOrWE.
INOICATOB-DIAClRAm OF A
ENGINB.
Mi;«OX,E-CTI.I
DeOulUous.— 77ie Atmotphtri/: Line. AB, laa. line ilrt'
of [lie iiidicaiur wlion tbe cnonecilaiK with 'ho oiigloe ore i
aides of the piston are open to ihe atmosphere.
FlQ. 138.
Vacuum Linf, OX, Is a. reference line usual\y ilrtiwo Ab
pounds by wale Ix^low the atinospbcric line.
TItf Clearitiicf Lint, OY, Is a rt-fereiicf line drawn *l a ilUtao
^«nd ot tlip diagram equal to ihe luime per cent of its Ifogtti ut
and waste rotnii Is of llie pititon.djshlaL'ement.
The Line 11/ BoileT-pretmire. JK, in ilrawn pamllcl to tji* 1
line, and at a diitiaiice Ii-om il by scale equal to ike bollnr-pr
1>y the KSMire.
Tlie Admimiion Line, CD, isbows the riite of pre«sure du« U>i
\ of Bteani tu the cvllfider hy openintr the steam-valve.
The Steam Liiir, DE, isdrawu when ilieEtesm-valve bioiwiil
[^belnt; admitted 10 the i-ylinder.
The Point of Cnt-iiff, i'. Is the point where
Bt<i|iped by the rluKini; of the valve. It is ofti i
exiiet point at which the ciii-pff takes place. Ii 1
|oii(lliie of the din);rnni cliangres Itscnrvntui-e Tp'tii .• .in.'i i
77ie £x;ia>i<io>i Curve, EF, glioirs tbe fall in |>ircsure •■ lli* (
cylinder expmid* duiuK tvorlii.
llie rtx'nf of Kilrttte. F, shows wheo tl>« exJi«iist-Ta)r« <
The Exhunxt Line, FG. ivpreseula llie cbaniC" 1" P'
fjiljic»^ «hi'Ti IhM pxhntmt. valve opeiiK.
Vh' ' ;i^. Ci//, i>howstli« prewiir<> acaiinti
.1 ...ke.
r/i. , / Clomne, il. Is Ihe jMiint wtirrr th» 1
iliiw^ II lai'i.oi !»' loi-iiteil ilennitelv.os tlie I'll
Bue "> 'he eracliiul clofsing of ih" valve.
rfc» Ojiiii/i fMiori t'urtv. /yt '. sliotta Ihe rise in
essloti or the steatn ivinulnint; Iti (hei cylinder ali it iii" -rUaa
rVjoed.
3f^» Mr-tin Tffixtlil I'f til" Tiimiriini rqimlo l'« nn-n ill''<! -i lif I
,jii4 iXiTi'w^ 'a% '
iNDICATEn HORSE-POTTER Of EN61NK8. 'J'56
lean heifcbt, vrhlch muttiplied by the scalp of tlip indieator-sprlOK
H.K P. Or finri the nrea by a plauiiiieter. or other m<^aii« (see
n. p- W). and diTide liy llifi len^h Ltt to obtain the inean height.
il i'ie»»nre is the pit'dsurt a<.'tiiig i-u the piston at th>- ))«>f;iuiitD^
\initl Pfentuie is the pressure ahove the Ihio (if ptrfect vacuum
exist at the. end of tlie airulce if the Rtetitn had not Itcen rt-li-ased
ffuuud by continuing the expaoBion-curve tu tlie euU of the
tBO nORSE-POlVKK of' ENGINES, SINGLE-
CVI^INDER.
Indicated Horse-power I H. P. = J^,
= mean effective pressii re in Ib.x. per sq. in. ; I. = leniitli of alrolte
= iirea of pistmi in stjuari^lni'lies. For iiocu racy, one lialf of rhe
ren of ih- piston-rnrt mui»i Ix? sulilrncieil frimi tiif art-a of the
IM rod paHRKS lliraii^h one heiid. or ilit> uhole area of tJie rod if il
Wgli both heads; » = No. of single utrolie:^ |)er uiiu. = tj X No. of
=— -r, in which S = piston speed In feet per minute,
• Cttt/? = -^-^ = .oooo2!i8Pi<i«n = .ooayasPiPS,
4ii,t>l* 4;!,017
idlam. of cyl. In inches. (The flxures 388 ar« eza;t, sIimm
?'23.8 t^xai-tly.) If product of plutoti-speed-X mean effective
•<-i.OlT. then the horse-poncr would »*<iiinl tlie isquare of the
n inrlies.
' Rnle for ENtlmatlng the Horoe-pon'er of a
y Under Kuelae. -S^uiiiLMiiodiaineitjiuii'Kliviiie liy a ThittU
.fiitfNr-r tliK priHitti'L lift lie iiieau effective pressure and the plston-
, of 4-.'.0ir, or. sav, v'l.OiW, viz., wiien M.E.I'. - ») and S = 700;
P. = 3.i and i' = (ibO; when M.E.P. = 8S.y and A! = 550; and when
-' and .'' = .VW. Thes« comlilioiH corrcKimnd to th(is« of ordinary
ich tmth t,'"rliss enjrine^ and sKfitr i.'-.veriinr hiu'li-KP''ed enKiiteH.
Dorse-power, iTIeaii EflVrClve Pre««nro, and
ipeed, to lltid Size of Cyliuder.—
a3.0lX>>:I.H.P.
' PLit
Diameter = 205 i/LMJl'. (Exact.)
Horse-power is the actual horse-power of the engine as
jit the Hy-wheel liy a fric'tioii-l>rakH or dynanionieler. It Ih the
p»rH»* n-iiv.'r Tiiirin'* t]je fiiiTion ft tliF* eimitie.
ror Ronshlj .Ipproxlinatln:: the IIorse-poiFer ot
louud Eiieluc from the Diameter of Urn lioiv-
» Oyllader.— The niJIcatoil hoi-iie-puwt:r of uu enxlne beiu^
shich P = mean effective prewure per «j. In., > = piHlon-s|)eed In
o., and d = diam. of cylinder in inclie*; if « = IWO ft. per mfn.,
pproilinately the wpeed of ino<lem iitatlimary encliies, and 7-" = 35
I 1« an approximately uverute t1(,'iire for the M.E.P. of aincle-
mrines, and of cunipound eneines referroil lo tlie low preiwun-
lien I. H H, = t«/'; hence the roUKh-lirnl-re»dv rule for liorxe-fiower
- - - i. - .1 ." li ,,..... i....!„.s and divide liy 'i. Tliisu|iiilifsu>
;L!f well ni to single cvtiuoet iiViA
.', the JI.K P. referre.'.^ Vo i^\n» \<i<»-.'-|
• w 1^ usually not (jn-atyr iV»im> OhvV.
'/iiy is r>l>tainif<l Ijy a ^reate.r u»\n\\rt;if ^
iireti. ami tirn? ({r<'«t*'r the i\\»M\*y«T
J ^ ' ..I- tlie loM'ui' tlK-iiie-«neftt:c»Wv V'''**'^
( uU/its girua af/finjAiuuiUsly (iie figurea of nieau VolaX atui t
156
THE STE AX- B KOINE.
I
I
ti»e prcMures for the different types of fiiRjnee. tnspihrr «rH„
which the sqnare of th« dlamet^^rls to be liiiiltiplled to uMa
ponor at most economical lOHillng. for a fil8li>ii-stieie<1 vt VMV
Tjrpe Of EaeiDe.
I
I
Koa-conden^iiff,
Single Cylinder.
t'oniiKMind
TripA-
Quadruple
100
130
mo
200
S. 1
w
T.S
16
10.
le
IS.S
to
OonduiialDK BoKiues.
i^iiiKle Cylinder
t Nilnpouiid
Triple
Quadruple
For uiiy other pistnn-Rpeecl than (WO ft. iH«r tttlil., nmltl|>l7 O^
the Inst column by llu" ratio .jf Ilip pistnii.si>'s-d i<i fitli> fi.
Nominal IIor«e-pa%rer.— The it^rm " i
nated lu lliu tluii' ol Wuu, Hud wus umviI ioex|.<
of an engine a-s onioulnteil from lt« dlnnipi.-r, ■
in the c.A'liiider at 7 lbs. above the aLiiitihpli»Ti-
Amt* rii:a. and is nearly okjK*)lete in Kuifliiml
Horse-powrer rouHtant or a siven EngliiK
Speed - pi'uduot of ii8 ui'vu uf pistuu iii »ciuJii'M niclif><, '
feet, and number of 8iD|;le Rtrolceti per minute dlridoiJ by I^M^ W
- C. The product of the mean effect Ire i>re8'»nre •« fximil hy I
and ihl.« eonatani is Ihc indicati-d horse-pnwHr.
Horne-pouer Coumtant of a ctvm Rnrtftc tof
Spce*4lM — [trtMlucI i>f ii.s ari';i. of fii»ion fiixl -- '' ' ^-niiiM
:ii(»W. This innlii|ille(i dy the incnn elTcctiv. .1 t.j
of sliiclfl strc'IfR per minute ts tin- lndiral<-'l li
IIorH«-pon'er i'onntant oranjr Kii^.i,. .,i « (If
•>ler ofCjIliider, «lint<-v<T tlii> lcn;;ili of suokf = arvai.j im
- i«|U)ii-eiir thf dlsNifti-r of piston In im-hca y. .0OOCC9'. \ taljfei
derived from thL« formula is j^lren below.
The riMiKtAiit inulllplied bv the piston sneett iQ fret tvl Inl
IheM K P KlvHxih.- I.H r.
Krrom oMiidlralom.— The most iv.inii:- •• —
which may vai-y fmtji lis normal railnc, lln-
proper leslinK apparatus and alloweil for Bo'
even whli the l>esL work, the resultsan^ liahl"* i.-
nmnunt to U f>r 3 pf r cent. Hee Bni tU!j. Trruix. A. •
A. M. M. K. xi. kni: Uavid Smith, U. H. N , Iv...
Marin*. 1 iivi..ioii
In ^'*." or Rednein|;-molioo« : !•
Krv .ilHtrlliulion, etc. Koi- t liege ».
INDlOAtKD flOBSE-POWER OF BXGINB9.
751
Dt8 innltlplied by the phton-apenl and by th« M,1t.V. gtre the
Mter
Mer
or
.875.
or
+«
+ «
or
or
.(MS.
.75.
.0000238
.0000953
.noosMiii
.0008806
.0O0S96O
.OO0656S
.0OI16(U'
.00I53Si<
.0018278
ooeasool
oojarse'
OOlOiK
.00166181
.006!IS6O:
.aoco»«<'
.ooesr--'
0077,'
ooes'.i.
0095-J-J"
01 1.51 '.W
.01-.'5^"
013V
OU-i:
018(1-
017:r
01 Si.
.ooooaoi
.0001074
.ooosa-ji;
.0001090
.nooossi
OOOHO-ffl
.ooiaofti
.0015711
.0019817
.0034896
.OOSfflMl
.0()3ltt90|
.0010999
.0O474S4
.005(446
(loeisw
.uiuedui
niKvwsl
.oooosrs
.0001205
.OOtHSU
.ootM-iao
.OII06SfiO
.0000397
.001*510
.001«lfliH
.ooa»tt.i
0033001 i
nowisil
U<W5714J
0O117H3,
.00W3£8
.0006349
.00(H847
0070819
i)()79-JC8
.i)08»ll*3
.II097S94
.010747*
.0I17ft>5
.0138651
,ill.'}90M
015173!»
iiie«)»7
.■il767;.'9
1 ' .oMtat^i!
, oeTOlSB'
.01400Bi .Oll-.liil .(H4.'il!lt
.MMTtiS .01t;:tW( ft|i!iiOI9
.OlSlftW .iMfltai .OftT:«0
.OBOrjfiOH .osotBiB .ovwoar
.05li5T1' "-■■«-'■' "-""■■
.(»U.
.OSft*
.OOIIK
.OM^i
08(W.U
.06»4UOh .!» .1
OTl 99501. <>;
'.0773.'
asm47.
.OOOOliiO
0001342
.aXKTll
.oooi.'irjj
.OOOtttTti
ooogtira
.001 aim
.OOlCOtlH
.nosrtfuu
.OOSMIH
.00:SG4I7
.(»l«7«
.0019181
.0056i.'6I
.000:1817
.0071850
.0<)!iO360
.00»93«
.0O98.S(J!5
.01 08739
.011915-'
.OI!10040
.0141405
.OI.'>:W40
.0165863
.0178.355
.01»lftU
:1J85
J(«7
(isjttsioa
0^381
.0147771
OieSlJa.")
.OlOOi.llC
OfillKM
'.oesaaoo otiooau .osososs
.0738801
.i)r5fl.?j8
.asnoifl
.OH^goia
.0867548
.0000.^51.00006^1.0000729'
.0OO1487.WlOl«lO .0001800 0001967'
.00(>.",U5 .««MI','7 ,000*H7 .0003574
.0004X11) .llOiKOlJl .00O->370 .00056.56
.0tKf7i99 .(llK;i7.'ia0 .00078J19 .00OB31.'i
.rtn005rj JJ0iaH.5l. 0010844 1.0011249
.Oin!WK7| .U«1!W37 .0014t!9ft! 00147,59
.WI17ia5 .(XM7T0ft| .0OI82-J2] .0<I18746
. 002147S>I . (M-*2048 .0023625 .002;K09
.00262331 .0<Wi867 .0027.5ii2,.002H147
, 00.11475! .ITO-ilOa .OfaaSM'. 0033561
.0037167 .003T!I:M .00386110 .0039452
OO-WtrSi .0014182 .0IM4997 .0(MS8I«
.00500391.0060906 .0051780 .0062661
.l)05717»l .0068106 .005!m39 .00590^0
.00647951.0069780 .OOt.6774 O0liT774
.0073887 .007S;B2 .007498.51.(1076044
.00614521-0082560 .0083072 OOtUTSt
.00904991 .0091663 .00928:1.51 .0004013
.0100019 .010124-1 .0102474 .0103712
.0110015 .0111299 .0112589 OlKlSSfi
.0i»187 .0121830. 0!2317'.i OlSl.n.tr
.0131435 .0132837 .O'V-I"^ .■■■'■•>!4
.0U2S5!> .0144321 .0: . '•
.ni.',j7.M» .01.56280 .01"
.0167135 .r>lti8716 .Or.i..,. . n , , -u'.i
.0171W8H .01811127 .01N.3-,';.5 .0184'.W>
.019:«10 .0IU5015'. 0196722. 0198436
.0207119 .0208879 .0810015 .
.023130» .OSSXSIS .(KS6014 .
.0336155 .IHSBim .0289919 .
, 0361367 .0S58886 .0055269
.0d«709& .nawas .omiosc
.OmKi .0«868SB .0«8r3W!.0-<!8947
. 0390969 .O8OS0M .0804179 .
.0617075 .OSIOSSl .01121434 .082:
(@iM687 .oeaeasi .ossgies .oaiuia
o;}.W775 .0SB507O .0857372 .0969681 '
^1389 .OS78604 .0376065,. 0878124
390379< .0893708 .06952141.0697642
'>4096Sfi .0418368 .0414349 .0117397
.04188887 .(M3W30 ,04.34959 .0437,507
.0450355 .045:1947 .0455517 .0458154
.0171299 .0473951 .(W 76609 (►179276
iWami)! .04rt.5l30; .049S149 .0500875
,05146I5l.05l73,8«i.0k'.2l)lW 06a»49
0.536988 .OdSablSl .0542655, .0645409
05.19885 .0S6^i5J.0eaS622 .O608SiW,
caaiGS .0688109 .0589065 .0
imam .o&am" ■"■-i"" o«i6
liiHSiX .0a84.-t< iXMO
«!.56987 .06691:
U6814I6'.06844U. .^,...
.07a5298. 07101661. 0713419 0716
.07330991 .insMWi .vntinw ,vn4
07,59755 (n«iA20 .STlftMaV.
I.V786887' .OT90^\'i .or.yraTi^j
08144V5 .o«\"WiO .Qsau'a
084-in79 .0tM6V«4 .OWST .
087U8S .oBiAi*^ .censB
%ii
-;:. — 5
^^^^^^^1
'56
THE STEAM-EXRlJirB.
^H
Horse-power per Pound IQtean
EO^ettTC rii J
I'oriiiUl
Area in sq. Iii > p
NlUII-^p^^fl ^1
"• 31.000
--■ A
DiBm. o{
Cvltiider,
ioobes.
Spend of Piston in ff»rt pr Ti»in'U- V
JOO
JlflHI
200 300
too 500
( "
J
4
,IITW| .11)-.'
.iriS3| .mn
*ii
.0(».'
OO&I .1140
.IWti .2410
.". ".'^
. .J
6
.(ISBS
.lllM
.17H5
.«W(I .«)7S
35701 .4IC& M
SS4
.o:a)
.1440
.2I«0
.as80 .«eoo
1 4."K<
; Mi(> 1
6
OUST
i;u
.3170
.34'.'7 .4i»l
5M1
' ■ - - ■. 1
6M
.JOOtl
.2011
,3017
,40i£.> ..W,-*
.eiti-
•r
.1166
.a3« Mm
.466.1 .B83I
.69(1-
TA
,13:3!)
■XTS ,4016
.nsSft .6694
.HCK.
'J
8
.1RJ3
.Wl-,! .4570
.60W1 .7616
w*
^
i^H
,1?il)
.348fl .MW
.687H RF.jW
I 031.
;
B
,n«s
.3S56 .376.1
.7711
•i
m
.•,'I1S
.4--W .0444
.MW •
*
10
.i.'WO
.47110 .7140
Win r
^
H
.•JHSO
.57(10 .86«ii; l.f'" -
1
1-i
.^-T
.««! 1 0-J82! 1
^
13
.403'^
.S044 1.2i"<i7" I ■
;
H
.40W
.»tW I.3tK>4, 1 .Mv .•
;
IS
.MVi
i.ono i.wwsi a.ta-.ii .
^
Hi
(Mm
i,si«i i.i«;;7>fi •,' 4!Ci
, g
17
-OSTH
1.27SI5 1 BOJKI •-• |■■'■'
- *i|jy
1H
Mil
l.'iJi-J a 3134' 8 '
''(■[^^1
IB
.55W»
1 71S4 a.577f>. 8 i
t^^^^l
30
.!KVJOt 1 SKMO ■.•.W«il| 8 " ■
G^^^H
Ul
i.oinKl ■-'(«« a.uNHi 4.i'«'a -s.^r.v
^■^^H
«
i.i:>i»' s.aii-iH 3.4B.vi^ *.ikit; r>.T5Wi
fi^^^H
in
i.'i'.!)(>l e MHO, a TTTi' r. imi «.s«ii
;^^^^H
aj
l.aTOlf a.J»I8 4.11'Jtt S 4t*i «.»',44
:»4^^^H
35
i,4H:n s.wTM 4.40sri; fi.9-.o(i r j.H;fi
^m^i
98
l.fiOrttI S.aiTS 4.*.W.1 « l'" — M
'^^B
27
1 7:r.o
3.4700 3.2041 «
'^M
•JS
I.NftMl
8 T3I8 ^. 50781 7
■ '•■
•JS
3.«Mfi
4 Otl.1S 6.0047- H M,-. . :.■ ...^
1 ^mA
10
S 1 l'J(i
4.3810 6.1*00 8..M1NJ 10 710
'^#■^^^1
iit
8.iWrJ| 4 sr44 8 SBl.^: 11 14W It <Sf.
(i^^^H
fti
•i.i^in 4 «r4-.' 7. SI" ■"■ '■"■ '■' '-"
o^^^l
93
a.MMH n.ifwi 7.t:
E^^^H
84
S.7f.lS 5 WX H.'-J"
'■ii^^^H
as
a.Biwi .' wio K ;:'
''O'^^^^l
*)
aomsi 11 iflw 9.-'-
'i^^i
sr
s.i'iNa' II 5ifi« !!.:;
i9^^^^|
!W
3.4.-i«:
B.H7»I 10.;jlo ,.> ... .
-7^^^^|
ag
3.llJt>>
7, •34*10 10 WIO 14 4«i il"
m^^H
«)
S.aiiKO
7. OHIO 11 4-'4 IJ )«v t:i
4fl|H
41
4 (IIHW
H.ixrni i-i.iioi ifl,i""j ■
■ ^^^B
•«
4.inH'i
K.;isiin la fiH.'i le ;
iB
A
4 tlliKl
H Hiii-j i;t.'.iiv> 17 1
9
44
■1 ■'■-' " ■"■■' •• -"■' •-
* rti^l
«
1
7 ^^^1
48
',
i^^M
S
J.'
s
'^^^^1
m
1
i^^H
' M
(
I'j^^H
sa
1
.« ^^^^1
•.J'
v^^H
■
^^^
^\a ^'^
■
^^B^I^HH
I
^^^
VDIC
m tbe
DICATED HOKSE-POWKU OF EUTGINES.
T59
.. tbe CI««r«nce-llne on tUe Indtrator-dlaicrani.
karaaee uot lifing known.— Tim clraraucr-line may be otitamed
■ly by drawing a stiaiehc line, eli<iit. across the compresNiou
■^jTinp drawn OA' parallel to the atinospht'rtc liue and U.T lbs.
lui'e from a the dixfaiics <>rf, equal lo cb. and <lraw I'c i^erpen-
rtliroug;h rf; then wiU TS divkled by AT he the perceiilgge ot
Fia. 139
Plie clearance may also bt* found frrun the expansion-line by
a reotan^^le ejhg. mid drawing a ilin^ouut fj/ In intersect the
iB will cive tlie iiritiit O, and by eret-tiiiK a ptrpeiidieiiiar to XO
Cleara!K'e-lini« OY.
I methods fur flrKlJiie- lite clearance require that the expandlon
nioii ctirvi-K be bypeibolas. Piof. Cnrpemer i^Poiwr, Sept.
%t with Ki'od diauniins ibe iiiethotls are usually very accurate,
Ills which check substantially.
y« Engine Ol. lionever. s«v that, a.s the results obtained are
pct. being sometimei too little, but mure frequently too mueli,
idlcalioas from the two curves seliloni «grp«>, ihr operation lias
II value, ihouKh when u rleaily dtllned and apparently undia-
esslou enrve exiiits of suRlcieiit extent tti ailmlt of the npplica-
irocess. It may l)« relied on to gli'e much more correct lesulls
luNion curve
^j the Hyperbolic fUirve on the IndIcator«dta-
ecl any ;>i>irit / in ilie aciiial curve, and f joui this puiDt draw a
[cuiar lo the liue .//J, meet- ■
iu the point ./. The lino
the line of boiler-nre,isnfe.
niaterinl; it nmy no drawn
lent hei|£ikt iieurtbe lop of
jiarallel to tbe jitinnHphet'ic
ydraw a iliaRunal lo K. I lie
beine tbe intersvectiou of
ftfid clearance liueM; fri>in /
llel with the atinoApherio
X. the ivJiiit of inl4'r!^eelion
Miai JK and I he horizontal
the vertical line l.H. The
2
M
Fi8. MO
0ie theoietlcal point of cut-off, and ilf the culntt \\vm>.
i,in-r ofjtolnm I. a. 3, etc., o/i (lie line JR. and fvoiu vW"- t«mw\i
'.« C'l A. yruiii the /ulHi'Heotlun of these d\i%iroii'
/ IhtL-. ami fmm I. J. .1, etc , vertical line*. WYi
"<" "> 'lit- hriturluilif curve.
Mnatc»tor MI jf. - raitvr , Keb ^«as\ «\^
700
TUK BTKAH-EMailTE.
correci. form ot the pefl<luliiiii i1kkIu»;. Ii in i^liuwii tluu
pulley on the |)eniliiluni, to whk-li ilie cord is ui'"
ally give an gocn^ i\ n-
6 E attAcliineiiL Wht^nilx
sliiUeil, unrkiue In B pm
ermr is iipi i« Ih! i'cnisiil»*i ul
(he caril. Witli a vrrltoal sfc
CO Ihe «-ro8»tit-ail. ami a pin
wnrkiiie io litis kIuc. llie mlurtV
when i)ii'coi>l is altnL-tiftl |c> i
diiliiiii, a itliKhl eiTor lielnK
lii'iimlH) pulley i» use<l. ^^ lih III
Dutwt^ii tlie peiiduliiui nuil llirrr
lij iiicaMttor a hnrlzoiji"! ii' i-
ni-arl.v pt- rfin;!, if llie <•
tlip connect iiiK iink vil.i
Fta. HI. below ih« liortzimi"!
bj a plD. If ihe I
• K^liouh prior is introduced, which is niaen I
used. The ndJoihlriK tlunres show the t«i> fuiri
Tlieoretlral 'Water-roiinuniptloii calrui
lndicalor-card>-Tlje fi.<thjHiri;( muthoii ii^ k;iveu i>y
\f*ittrei\ .Sept. lKU3i; /> ^ Uiean effective pieKHiire, /
ievl, a = arcttof pislou in nquare ioi-hes, n -e H4 r
peiCMttape of ciearonc^ to the stroke, h = perc
wliere water rote is to lie coiiipiited. n — nuiiit>»'i
GOn = uuinl>er per hour, lo — veii^hl '>f a euljic f(«<it ><t t
Bure RB shown by the rliaf^rain corn-sprmcllnp to tlial
water rate is reqtiired, W = thut correspnudiug to pi
pr«»iion.
Number of cubic feet per strolie = \ tm /"iTT'
Com»poi>dlng wei{;hc of ftt«ani per oti^ilie In IIms = t(-
Vottune of clearance =
tea
iT*5B"
inl
Weight of steam in clearance =
I weight of I _ ./fc +c\
per stroke f ~ \ lOO /
ten III'
U.iW
|«J tcatf'
III
14,400
[|6+,
ToUl
steam per
Total vreiicitt of Meaui I BOu/u f,, , ^.^ _. 1
fi^m dlagmm per liour f = u^m V "•" "^^ * "^J
The Indicated horsepower la u i u ii ^ S9,00a IleiMM U
tioD per indjoated hone-power is
^j^[(b + c),«-cu.' J ^^
pTulT = -y-[t6 + .1.r-
39,000
l!luiii|;lnK the formula to a rule, we hare: To find tJMf ««tor]
Indicai^ir dlag^rani at hut ihuu/ in il,e Kti"!.'
Rl'Li: — To the perc "
b^ tile pifiton Ht Ihe }> i4
a'nce. Miiliiul.v this i >
ppeaaure lit that at the nipiir.-,! ;
percentage of clearance inultipii' t4
Ing n pressure equal I,, that ni ili
■ he meais i.n-.jtivv ;'rir=£iii«.'
%re. on ih* *u»»t)**tou
COMPOrXD ENGISBS.
bcMfleUl effect of compression In reJnctne lh« water-f onwimpllon of
ipe l» clearly ghowD hy the foiTnula. If the i'omi)re!wton Is currlt-il In
i p)lni that \t prodiicv^ a pre»«iire miial lo thai 8t (hn ptjiiit undir
eratioti, the weight of steam per cubic root Ik equal, and ir - ic'. In
Us tti« effect of clearance entirely dteappears. and tlie forniul*
1J7.5^
P
m of DO compresHoo, to' becomes aeru, and the water-rate =
on of ^B
Bnto
Pbo.
^hb+c)H
iton (Trans. A. S. M. E., xiv. 1363) prives the following table of
water-cnnsgriiption for a pt- rf>-<:t Miriiitte rzpaiislon with Btcam
Te atmosphere, and 'i ibs. absolute Ijaek pressure :
I
mt EzpoDsloD, r.
M.E.P.,
Ib3.p
10
68.4
IS
88.7
SO
S0.9
a
25.9
ao
ss.a
as
19.5
Llui. of Water per hour
per horee-poner, IT.
9.6S
8. 74
8.90
7.M
T.63
7 45
ifTert-Dce between the theoretical water conBiimption found by the
L and the actual cooBuinptloo as fouud by te!;t represents " u At>^r nut
ed for by the iudicator,'" due to cylinder condensation, l>'iikatfe
I ftnrln. radlslion. etc.
tiw* of Steam,— fjealcage of steam, except in mre instances, lina
effect ijpnii tlie llm-s of th'» diaKram that it can scarcely lie delected.
f satisfact'iry way lo dfierniine llie Iig1itnes.<i of An engine is 1<> l»k>f
not in motion, apply a full hoiU'r-pressure to the valve. place<l hi a
odition, and to the pislun as well, which is blocl<ed for the purijose at
•Int away from the end of the stroiie, and see bj- the eye whellier
ciocurs. Tlie iiidicatorcoeks pnivide ineanm for bringinK int<i »iew
rhich leaks chrouKli the steam-valves, and In most cases that m bich
f the piston, and an o[>eiiing made In tlie exbaust-pipe or ol>svrva.
the atmospliHric •■scape-pipe, are genernlly sufficient to determine
writh regard lo Iht? exnaust-vslves.
:«ani accounted for by the Indicator should be computml for bolh
off and tl»e release points of the diaprrum. If tlie expansion-line ile-
udi friim the hyperbolic curve a very different result is sliinvn at
It from that shown at the other. In SHuh ca,<<es the extent of the
«.-«li -ned by cylinder condensation and leakage is indlcateil in a nincli
iittafiil mnnnerat the cul-oll thau at the release. (Tabor iDdicator
^r ronporivD kiv«inbs.
poand, Xrlple- and Qnadrtiplp-expanaion Kniftneii.
ipound engine is <Mie having two i«i' fmu'e rylinilers. and in wlii» '
an after duiug work in the Hrst or Idghpreasiii-e cylinder ciini|riij^
nsion in the other cylinder or i-vlindeis.
erni "comjiound" is commuuly restricl«»d, however, to enginiiV
^e expansion takes place in two st-agfsonly — liigh and low pressll
istriple-exfNtnsion nnd(iu:i(liiiple-expaniiion engines lieingii^d wl
insion lakes place respectively in three and four stasrcs. Tli.' nutnt
ders may lje greater ihan the number of sr i
ctive reasons', thus in ii»e conipnund or two
|,r«-«-iire •Hn/.v mny (>e e/Tecfed in two eylii
///H/niire.sofcy/indeis and of Llirt.- c-.ttuV.'
"' engfiiew fhere are freqitviitly vwo
■■'n>rp/nc<-.I tandem with the liiEtoove^
''^'^•""'"'"■''"•lecyllndrr.iis in iiilll encrtnfS vtlth 1
talple-oxpoDsion engines of thesf earned Cn
r-^r
TUi STCAM-EXaiSB.
f^. r Urine t)>e nttin of apaorfOB.
«* the ttCkil^r-iiroMUrB thus:
CO 90 1« »
= J I 4 5 I.
!ifa' Tn^'Mii')')
i^Ob"* Ib*n^ p. M. OKU r»r
i Tf t" r-fiBcol t« til*'
I -irBt-yirfr or • nodem romrai
tum ►— Tlw rolloirine r.il^ will i;i<e »|ii"-nni«»*
1 b r • mtnpouod rnfriiie nwdr in itcGanlua*
- preffHTK*, I
E»tUDat«d HP
0 = <toi»n<w t4 l.p. eytinder: p = bnil^frprcssore by K»oge;
K = t»Tv prr tnln.; S = MrokT of pvion in r«f«.
•tall* or CfUnder Cmfmeltj In roatponnd Slarla*
i^i^AIotL. • — TU»- low-pif KMjrt- ^.'ViiD^ier is* ihn itiMijiure't'i ttej
, for so lon^ as it**^ Iiuii&l M^pam-in^ssiirv bjhIB
•IV iIm- nme. it sicaiAes very litilr, »<> far as t^itKl povKl
irketbertk* ratio beiwern the low an. i hii;i:-i':-f<>ii'f cjr
t; bW •• (k(> poarr daTet»peii stiouM itf
Ike c«« eyOmdrrK 1> orrtrr lo rrl a euod >-■.
la * aaeeaittr fvr csercMog a concJtJvrat :>
aatWraiio.
t a iKiUfldll raUo the objri?ts are to divi'<1« the pover (
mn match aa po«>4t>lr "drof " and hieh li'itial strain.
' foooomy i« to be oblaiuM hy iticr«ast.il bolli-rpres
ailiaiwiwi rliauld r»rf with the jniiUI )ire»surp, ac> that th« [
ibaaatfrtm >-r.'-i> i)ih oi:>iiiS>-ii'-r should remain coosiaot.
> the cut-off in the liiidi-P
" rale of ezpansion; p, I
Under = R •*- r; r vanes"
t and conieqiieiitly r =f
r = a X JtK -t- p,.
• « Found In Marine Pr«rtice>-
at orir it-nth of Ihe Imiler [ir>-iiSiii'-'<
--1 !>'<, '" work <?coiiomicalJr at liiU
v>re^surp cylinder doe? I
_ the ratio of the low-J
jt^ yw—^pgi TH iM^'iler-prc^siirepf «
••*■. *••; ftw I mportions are adhfred I
• «'ilh^^r cylinder. If. fcow
.. si-ansioD-ralve should bel
., . 1-!T.
*•••■ wittioui^y ^^^f t.ir»m is nnt of first importance, bnt rather I
•»1*M«l^k«tean^ pressure. to 4.
<^H*^«a »»c>«ni ttww la i' •■ work i
'*^*>^ ;» ■ n»IM <^><i»a>t>eB I -eds 00 Ibi."ab
^ rwrtWIlM 5.1
>'«aar r«^i. . -~ ilmi the 1. p. cylinder ehatl lie more t
• ■^iHiiJ r^ - . ; III I wo cylinders. Tr. t!ii> . a.-w ther»lli»*
1 p cvlindfrs tr. ■ >, p. mi/t
- ST f.r inslhc ll.Mhs.
*' .V , , oniponnd Kiil .li^-fit
-sure cylii ^Ic*
■ !. tlie craii.
■■ • .-!. In thn pj,
itr»'riii**i1iatM ».-\ lir
Tilt- pressure In the recdwr*
- .iM. <.%fta.tait.^
COMPOUND EXGIXES.
763
■^
1
'^
"t
^=^
9
' (
irbollo curve of expauflioD in Iht flrvl cylinder, aiiil yA tlii>eoi]-
Miiii-liaeof back pressure
ptrokr^of llie first pision,
jb pressiiif for thi- stt-aui-
eoiirl piKtou. Attliepiiint
f the Rtnikp of itie s»?fOnd
rm is exlmiisu-il into tlie
the pressure fulls to Die
I vacuum, mu.
[of iliH second c.vlliiil(>r,
irai-teriwrl liy iheal»enr«
rperiod of Htiiiif<u<ir>n ; the
leaju-line f/h hpiiifr fxrian-
iwl by llie expanslou of
w of Bteatii contained in
if into the xecoiul. Wlien
pi>ke isi t'ompleted. the
steam traDsferrert fram
kt into tlie second cvlin-
I preKsure und voluiiie of
^ xecoDd nyliniler ore the
irliole of liie initial sttiam had Itoeii ndiniiied al nnot! Into the
r. and then expanded to the end uf ili« Hirt>l<e in the tnatiiier
pder en^tine.
'*^f the Fteum Is nlso the «aiHe, accrtnlinp tn hoth dl«tri!>iiti(»tas.
ennine, frllhont Clearance Ideal niaerama.—
Bceiver-eiiiriiie llie plstous <if tlie two L-ylitnlers aiv con-
ikK at right angles to each otiier un the t^uie sliaft. The
tlie steam exhausted from the first cylinder iind supplies it to
vliluli the ^tlennl Ik cut olT and tlun expanded lo the end of
1 the asBUniptinn that the initial |iret<E<iire in itie se<;()iid cylin-
llie final prpssutTi in the flrst, ami t>( cnni>;i' equal to tiie prew-
Sceiver. the volume cut off iu the ^eC'3lld cylinder must be
lume of the first cylinder, for the srcoiul cvlintler must admit
iat each Ktioke as is ill^lmrjfeii from tiie first cylinder,
te the line of adinisKJon uikI hu tlie exhaust line for the Qnt
Flo H2 — WOOLF F.NniNK— iDSAL
Indicator utAOiiiLSis.
jIVKR-KNOiMi:, Ideal
Fio. )'J4.— Rkckivhr Enoipik, 1dkai<
UiArjRjkMH nisnt'cTKn Asn coMniKKU.
9g is the expanginn curve and jiq ilie tiiiiioHpherie line. In
|w the exiiiiustliiie of the first cylitiilei. between It and the
hiounin. ol. the diiiprani of the Sfciiiil cylinder is formed ; Ai,
I of ailntiislon. coincides with the exiiaiistdinc lig of the flrut
titt in thv ideal diai;rum no iiiterinedlaie fall of pruKNiire, anii
^nn-uurve. The nrrons iiidiciite the order \n wW^Vxl^
Kk/.
ff the racHrfr-engine, (hf eifinnslvo woiV\\ik ott
■ih'irletl luto tv,o ooiisec-mivt ^^ln^es is, aa Vft
ri-oiuluun,,»trom the p.ilni nf ont,-off iuihei
£^~? fL""* "^'on''. o-vliniler, where it IfeiVtiU
^ Bnu sad second dittgratus may bo p\ttc»»4l
764
Pconilii
riloen
THE STEAM-RtrOIlTB.
I
For lliiff purixwe
coiiiI>in«<l to furm a contiiiuoiis dluCM"'
rilaeram fts M"' basis of the eombliipd cH;\_— -■:• '-• ■ '
|iei-in<) of ailiiilf^ston, hi, in oii<> thiriJ of
t'yliudei*s are as 1 to H, hi is also tin* i>i*i.i •
as applied to tliesenind. Pn-widre iJi u|...m.iiT. ,,i .. -.1
total heieht of tlie fli'st diagram above iiit* vnr'iiiiiiiiii
shortelieo Uase />/, and the lielijlit /w, complete tlip flrsi
stifain-liiie rd. niid Die expaiialuulin^ r/i.
It is slii>u'ti by t'lai'U (S. E.. p. ■l-li, ft ofo.l in a Rcri<« of imili
riilatioiis, thnt the i'ec'4*iv«i-)>iit;iiie is an elastic pyHieni <>r miii|U
in which oonsidcnible latitude is ufforded for adai'ii- ■
reL'Hiver t^> the ilemniitls of the fcet'nud eylliuler, vrlti.
ishinf: the effective work of the t'liKl""- In th>
contrary, it iH of much Importance that the interin.
Iietweeii the first aud &ei.'oud cyliaderg, which if-"
dine fall of presstiie, HliiMdd lie rfxlneed to tiie low.
Suppositii^ that Ihei-e is 110 loss of iitenjii in passii
by cooliiig Hiul e.iiiiiensntioii, it ii$ nbri'''nH that
tliriHixh llie llriit cylinder iiiu<it aliio And Its way ili
der. By varyiii^', llierufore, ill the ^eoeive^-ell((in'^ '
in the second cylioder. ami thus also Die vohinie of ~
stroke, the Hienm will he ineasnri'd Into it at n liixlv
bulk, or at n lower pressure and of a greater t>idk; ih. 1
naturall}' adjiisliii); tlieiiiselveit to the vttiiiiij*.^ tliHi rlie »
ceiver i* permitted to oi-ciipy in the Ke<*oiid cylinder,
restrioted admission, the pri>«fiiire in the receiver mnv '■
fiivsKure of the Kteaiii an exhaiisietl from the tlrv
rary, with a wider odmission, the pressiiie in il.
" (Irop " to tlireie fourihsor even one half of lh« pi^-„.
steam from the first cylliider.
(For a more complete diKciimlon of lh« action of Meaiii la ih
receiver emtlneti. s(»e Clark on the Steaiii-eiiKlne.i
Combined Illasranii* of Compound Ennlnea. -
of mulviii^ n I'/trroot ctimninfd ilifiKrani lupiii ilie uiili'viuu' •M<
several cylinders in a compound en^ina is itj set olT all (he du
ume lioriiioutal scale of volumes, addiuK Ibe ciearancw to 1
XB MB <3 »
■* 'ail"*
^^ <&] 30 as
a.* M.t ^j« ru« »0 ws >M.r «i ,«.t
t.«T I m I »^ I aw I « ! » u »-<: I i.n I ».«
TvocTLornss CbKFOcss Own
r*. 6.S Uw. abo** vacvom .
«e I MO
Its lis
f .< t»
15,7 IT
S.M 4.n
S.Srt J.^IS*
«s.« Is;. 3
13.55
s: 8
4.3
15.25
'J0.S
4.3
M.i
to.te
».8
8.4
3.3:
ae.5
II. t»
6.45
8.51
!!•
IS
9.S
IS.5
4.3
8.4 V
71.4
15.9
4.3
42.4
11.6
-jg.o
6.45
87.8
3.M
IS
I9.S
M.2
4.3
45.1
11.9
30.2
6.6
t.a
I 1« I IK Ml
' S < lift ' 1 «
79 1
16 5
S( 4
4.3
47.0
13. «
31.4
6.IVS
no. 9
s a;
Hi ■.■
le.T-
Si 4
4.3
sas
li 43
39.4
C B5
SI 4
4.W
43
ttta
tt.4
..-I' of !i>«s, lhl<^ 3, is iliiM explained: Tliprx k nlirKyt
1 'n.satirin, nurl uljli-lj iuoreasi'8 wtlhlUi' r»i'w,v\v» »it
::iai!e canimt ti,- prt'.leii>rm\ni<i\, ^« \\ \\i>\yKiv\*
' .litit will iiioliiihly Iwiilmul llH n\»>i\v<\,
wider* j<t roiupoand KuKtn»». \>»>!
*„c ,,..;■•■' il'-ns l,y volume of Itiu litictt KtH^ \«'» V>t
766
THE STKAM-ENOIKB.
Wt-rntT, tT-; and Raiikine.y'7', r being the ratio of
makes tli« ratio dependent un tbo boil>;r-pressur« t]iu>:
L)>8. per aq. in .
V-i-v
00
= 3
90
4
(Sep Sirn'on's M«nu«l, p. 95, etc.. for analytical infll><>1; 91
ett.; Clnrk's Steiim-eiipine, p. JlS.etf: Clark, Riile», Tahtw. Pi
Mr. J McFarlaiif (jray staii-s that lie fludw tlie mean rffivl
the cnniiiou'ul ftiBine rfduceil in tli"* Ion- -pressure cyliudw
nintf'Iv I lie Kqtinrf r<«<ii nf B(iiin»s tlip Imfli-rprf'^snrf.
Approximate Hurke-poirer of a Mod^^m
Marlnc-fiiKlne. iSiatoii >— Tiiv fnllowliiir nilt- will vivri
llie li(>is«-powtfrd«VKlopiMl by a (.■oiiipouiid enfcliic i"
n* ■
moderu mariDe practice. Estimated H.P. =
D = diatiietCT of l.p. cylinder; p = boiler-pressure by gsuev;
li = i-ers. per iitiii. ; 8 = strukeof piHlon In feet.
Hatio of Cylinder Capacity tn C'oinponnd
KlueH. (Seaion.l— The IovvpreK.vui-i' cyliiiiler i?. ilii' iiicjiKiir
'.'( n • oM<p<:iiind engine, for bo long us llie initial steimi m
e.vpaniiioii are tlie .«anie. it (^itriiirics very lilile, so '
coiicerne<l. whether ihe rfllio lielweeli the IkM ami
lH3ur4; but as Ihe power develi»iM«l shonlii l>e tin:..
iweeii the two cyllnjer.«. in order to Ret a^ood and »i>->dv «4
there is a neoessity for exeicliiing a cnnsiderable aiuuuni
fixiiiK on tlie ratio.
Ill choosing n particular ratio the objects are to divlda
nnd to Bi'old ari much asi pot>i^ible "dioii " and high f»ltft
If incrfBBed economy is to l>e obtained by lncre»"
rate of exnunsion should viicy with the inilfal pref-
at wliici) tlie steam entt-rs Ihe condenser Hhould i ■
UBKp, with Iho ratio of cylinders conaiant. the cut i
cylinder will vary lUTersely an llie iniilal pres.«ure.
Let R be ttie ratio of the rylinders; r, Ihe rata of erpanBlongj
pressiiie: then cut off in hi^li-pressure cylinder = A" -4- < : r »1
BO that the tenninni pressure jim is constnnt and coiisrf)iu-nlIy r
Uiertfor.-. cutoff 111 blcli pH'SHure ■■vliiider - I\ >: ;in ■+• p,
BatloB of Cylinders aa Fonnd In narliio Pntc
rale of rx]'nnsi<iii iimj lie tiiken at one tenth of (he I 41
one twelfiii tlie absolute iiressiire), to work ecoi ij
Therefoiv, when Ihe diometer of the low preK^in-.- ■■*
mo Inches, und ilie boiler -presiinre 70 lbs. t>
the lii^li-pie)>snrecvlln<l>-r should beS..'); for ;:
for 90 Ibg.. -10; for ItW lbs., l.R. If these vroy
will l>« no need of an i xpaneion-valve to either oyltnder
avniii ■• dr'ip." the rnlio be reduced, an expansion-TalTa »bo
the hii?hprest<uie cylinder.
Wliere economy of Kleani Is not of first imp^irtHnce. but
power, the rnlio of cylirdcr capnolties may wiih advnulJig* I
M> that with a boiler-pre-isiire of 100 lb*. It mav be 3." to 4.
In tnndeoi enf^hies tliere is no neeerally to divide the wor
ralii> Ik ifenerally 4. hut i\ hen ilie Kteam-preMsure exceed* Itf I
in U'ller. and for liKI lbs .'■ il.
When the power require^ that Ihe 1 p. ovilnrterslinll t)^
dianiett'r. Ic shoiild lie divid***! in (wo pyllnders. In tlilM i
coriililned capncity of tiie Iwol. p cvlinders t,. tt.nt ■
for K, Ihs KhsMliu'e 3.4 f.ir n.% llw . r) 7 f.^r ins '
Beceivcr Space In Coni|ioiiiid I
i-.'i liiiii--* llie rap;ichv "f Ihe lil)»lt pr,'ssin-e <■!
iif floiu W* tr. A«*. \\\>.-v. \W vx
maybe very ii>\if\n revVu'e<\. \u \\
il, rrauWsMl 1Jl>».»vA VW\\\»ermex
.«i,rr. a very smaU receUeV *M A". ^V^.;;>"'- ^'^'•'•'
»»er "xce<Hl hair the \rt*\\OT v'^'**^'^- ^S**'-'^'*
COMPODND BKGIKl
»r CalcnlAttnK tbe Bxpaaaloa utd Ik* Vj
I of S(e»in In Compound
looiJetifled rrotn Clark oo t be '
Be flnt crUnder in Mjuare tncfaeB;
be second uvllnderia square i»c)M»;
^« capacity of the s«ccidi1 cfliiid«rlothMa(l
fsirok^ in feet, supposed u> be the HBe tar kl
f &>lniissioQ to ibe first CTlinder bi fee*. ^BllMiL .
e at eacli ead of the cylinders, in paru of dM M»t4iii > I
[ the stroke plus the clearaiifte, in feet;
r arlinii;>ion plus ih^ clearance, in feet;
r a preD part of the stroke of tbe leeaa^ efUa»tr, b O^i
lUI pressure in the first cylinder, ^tam.ptr mj^n
to be uiiiforin during admi«6i<>n;
|ft?tiirH at rhe end of the gi'^eD part of Qtt stroke »%
loial pressure for the ubole stroke:
ratio uf expansion in the finx CTlfciter. or £. -*- 1;
Rtio of exjianslOfi in the Uryl cynmfer. or £,' ■•- T;
Bmbined ratio of expansion, in itae Bn* aad aeOMd
:r;
(the flnal pressure in tbe first cyliBdcr to tmr
I pressure between tbe flr<il and second nliBdesi
luie Tolunie of tbe intemjediate wpmoa la lk« ^
bed up to, and IncludiDfr the clearaMS of, tta aecoad pM<ai.
'Capacity of the flm cylinder plus iu dranuwei The *•)■»
|i correctly expre^s<>d bv th*- act loal ratto of the »ciluB>«» ••
Ton the a-«iimption that the iaterinedialo spaee i»a Taenum
It receives tbe exhaug^stea^l from tiie Hist ^Dodt^. lapeiux
t, titere is a residuum of un-ixlwatMd ft«ain in ihn tnlciilM
space, at Ion- pretisure, and (be «alue ot S » thereby |
f reduced below tbe ratio here stated. S :
tt work in one stroke, io foot-pooodk.
■ -I
^osioa In tbe second cylinder:
k
In the Woolf engine, .
1+A-
<n - ly
' In the recelTer engine.
jratlo of expansion = product of tbe ratio* of the thrja eoo-
isloDB, in the first cylinder, in the intermediate space, and
UrUnder.
I Int]teWooUenKine.fi'(rp + x).
I In the recelTer-englDe, r p-, or rlf.
kUo of expansion behind the pistons = iK'
In the two cylinders for one strolce, with a ijiven cut-oft aiid_a
Id actual ratio of expansion: "^
, Woolf engine, u> = aPim + hyp log «") - i]\
[engine, a = aI-[lV + hyp log B") - c (t + ^-^ ) \.
to intrrnwdlale fall of prt-ssure.
tail loiermedlnl,' fail, when th- pressure fuM* to V*. '
*iin tho M i.jrliiidtii; the re(iuel|.,u of wovk taO."*%,1
fota DO /all.
g a II
tio
THE STEAM-ENGINE.
ttif mean nnbalanced pressure on a square tncb of the •nntilftr I
large pfstou oblalued byBUbtraciiiig tuc lnleriiie<liBt« fmm Ute)
We thus nee that the uieaii onlinaCes of the two lowirr cartUf "^
riPgg.
^K VelE = area of Btnall piston In square inches;
^B 1 = •• •' iiiternieilinle |>i»ii>ti in square Inches;
^H £,= •• •• laree piston ill t^quare inohes;
^H Vh = mean uDbalai
Janced pretisure per square inch from 0W4
Pl^ = mean ud
?:= ■• •• •• •• ••
i8 = nlston-gpeed in feet per minute;
(I.B-r.J = indicated horse-power of engine.
Then for equal work in each cylinder ve have:
AreA of Kmall piston = // = 33,006 x ' '
33,000
Area of annnlar ring of 1
iiitemif-diatv cylinder 1 —
S
3
Area of annular ring of large piston = 83,000 x
I
I
3000
7 = BSO -f 38,000 X-g--
Area of larije piston = i = J -f SS.OOO x
This method is Illustrated by the following example
piston-speed S - flOO fi. per niin., ratio of ezpan
■lire at cylinder 127 lbs. ahsiiliiie. iind hnckpi
[AbKolute Find cylinder diaiiieteiii for equal
The mean ordinate of " C " Is found to be pk — X7AU IX-t. \
" "B p« = IS.TM
" " " "iiji^"" " •• ji(=]l.Tao
Then by (1), (S), and (3) we have:
S= 33.000 X ^ 1- 37.414 X 800 = 980 sq. in.. dJftni,ai§j*;
, = 3308+83,000 x 25!:^ -4-11.780 X WOO = BCSsq, In,,
Mr. Whitham recommends the following cyllndfr ratio* wb*»1
■peed is from T50 to lOOO ft. per min., the terminal preasiim ("
.cylinder being about 10 Itw, al>t«olute.
I CTLiimaR Ratios KEcoMMENDin ton Tmtn.»-mM.PitMwii
Boiler-pressure
(Gauge).
lao
IM
ISO
160
Small
170 and npwards — qtiadrtipte-ogpansion engini* to he
He gives the following mtios from examination oft
Uglneg :
Steam-l>oiler
Fressure.
va
MO
I4ft
tftO
1«0
No. of Engine*
Averaged.
0
$
n
TRIPI.E-EXPANSION ENGINES.
En Bale for IProportf oiilue: tbc Cyltntfcra of inul-
entfiries is: for two-cylinder compound engines, the cylinder
■quare rootof tlienunther o[«>xpaiisiouK. and fortriple-«Mipaui«ioii
I ratios of ilie hi^h to tbe iutt^roiediale and of ibe iuterniediote
tre eacb equal tu (he cube root uf the tiiiinb«r of rxpansions, the
^ hi^li to ttif low b<'liic the product of the two ratios, that U, the
lie uube root nf the number uf expaosiont). Applying this rule to
«8 above eiveD, assuniiog a lernniial pressure (aliaolute) of 10 lbs.
eapectiTely, we have, fur iriple-expAnslon engines:
1
TenniDoI Pressure, 10 lbs.
Cylinder Batioe,
areas.
1 to2.35tor>.S-1
1 to 2.41 to 5.81
1 to 2.47 to 0.08
1 tolS.iStoe.DS
Term loot PresGure, 8 lbs.
No, of Ei-
paDBioiis.
IBM
ao
Cylinder Ratlox,
areas.
1 to2.&8to».'IU
1 tu8.a0toe.74
1 to3.C6to7.U»
1 t«2.Tl toT.37
Fof the dlaiueters is the ssquare root of the ratiosuf Uie areas, aud
f the diurtietfrt! of the first ftnd third cylinders is (lie same as tUe
f areas uf first and stH-*«pnd.
II his Marine Enj^ineerlng, savH: When the pressure of stetini eni-
leeds ll.i IbR. absolute, it is advisable to eniplny three I'yiinderB,
toll of which the steatii expands in turn. The ratio of the lovr-
lligii- pressure cylinder in this system Nhonlil lie !>, wlien the
is 125 lbs. absolute: when 185 lbs. nhsolute, ,').4: when 145
,5.8; when 155 ll>s. absolute, S. 3: when 1C5 lb«, alisoliUe. 8.8.
flow-pressure l<i intermediate cylinder should be nboul one half
en low-pressure iinil hifrh-piressure. as given above. TIaiit is, if
f I. p. lu h. p. is li, lliai of I p. to int. should be aliiiul 3, and rnntte-
1 of int. to h. p. about i. In praotiee the ratio of int. to h. p. is
I thot the diaiueter of the Int. cylindei- is 1.5 lliat of the h. p.
_Dtii>o of the triple-Ciiuirmnnii engine has Rtlinllled o( sliips beinjf
'A hlKher rates of speed than formerly olitaiued Hillioiil exceeding
inption Of fuel of siiiillur ships fitted with tmiinary eoni(Kiiinil
II such cases the hlnher power loolitain the speed has been (level
•creasiiJK the rate of expansion, the low-pressure cylinder belntf
sa the capacity of the luKlipressure, with a working pres.sure of
solute. It is now a very general practice to make the diameter of
esMire cylinder equal to the stun of the diattielers of tlie b. p. and
erv; hence,
lameter of int. cylinder = 1.5 diameter of li. p. cylinder;
iiUneler of 1. p. cylinder = a. 5 diameter of h. p. cylinder.
aae the ratio "f 1. p. to h. p, l»6*j; the ratio of int. to h. p. Is 8.35;
>f 1. p. to int. Isi'.'H.
• or Cflluderii for DlflTereut Claaaes of Engine*.
1. M. K., teb IHS;. p. W )— As to the best ratios fur the eyliuders
eii^hie there seems to be great djtlerenco of opinion. CousUlera-
e, bov^'ever. is due to the reqnireiiients of (he (.^se, inasmuch as
01 Imi exix'cicd that the s&niu ratio »vould be suitable for an eco-
!Ui(l eijg.tie. where the space occupied and the weii^ht were of
lunance. as in a war shii>. where the cotidiitiona were reversed. In
enKin*', for e.xample, a (heorelical teniiiiial pressure of ahout 7
absolute viu'iiiiiii would probaiji}' ha aimed at, which would give
capacity of IiIkIi pressure to low pressure of 1 to (t^j or 1 to
n a. warship a leriiilnal pressure wotdU be required of 1:^ to 13 lbs.
lid neeii a ratio of cn|Miciiy of 1 to &; yet in both these Instances
erg were correctly proportioned and siiilaljlu to live ceqvdvevwenV!.
a. It is obrJoH.-;/)- (in It /se, tjjejefore, to introduce lujy UeLTd-a.ufi.-
of Three'mtmge tSxpmnmtou EuKlnea.— \. Three ct«.uV
M^r^j^ra?,i^l?,u"'"^^"' ''"'"' '"o**' oo.umon type ^
I
THE STEAM-EXGIKK.
I'm
Hc^aence of Cranks.- Mr. vvviii<-
sequencri" liiifh.low, itUi-riiu-diB'e, whiV ^ "flRh. f
low. Tlie former seqiiciice. liiijli, low, II ns ft|ipfM
liorl»>ntsl PxliousI-liiiK, ami thus iiiini::. .f icnijy
tlie initial Iliad: thi? lari«r <»-quence, hi^U, iiiteruieOitttr,
ratiK^ aiiil ulso the loatl,
Mr. Morrison, in iliseiiiitiiii^ the qiiestiun of s»'(iiiHni-»^ <<i
ft dltti^i'ain hhowiii^ that with the L*rHiilcft hi-
low. liitei-mrdiate. the mean i"i)iiipre*»iou iui
of IheRlrnke: willi the sequence higli, intertii _
111 I he former case the cumiiressiori woj< jiisi »i
the receiver-pressure praetiually iiDlforin; In tiie ini
einiBerl a vnriBtir.n in tlie receiver-invs-siire to il
'JriU, lli.s.
Velocity ot Steam thrvaeb PassaKea 1
X;ugrineM. ( I'ruc. InBt. M. E , Feb. l.-^"": i— In tlie ."i^S /'..
of till- cylinder multiplied by the i-Uitnn-sjiet-ii
iliTidiiifr In' the area of the port the velocity of t.
the liiKh-pressiire cylinder |K>rt would lie ut>i:iiil ItX'
hauKt would lie aiioiit 90. In the iDterinediate n
had n vi-lficily of about IS), and the exiinust of I
cylinder the iiiilinl Kleaiii entered thriiiigh the \h.i
and Id the exlinii.st-port the velocity wbk about IIU feci i>cr t
<||;ADBI7PLE-BXPAN8I0!« BKiCilNI
H. H. 8uplee <Trans. A. S. M, E.. x. 58.*)) KUtej thai • litudy (
quadruple-expansion engines, nearly all intended to Iwoiwni
Bure of 180 llis. j)er sq. in., )?ave averaee cylinder ntius of ! tj
7.70, or neaily in the proportions 1, 2, 4. H.
If we take the ratio of areas of any t " -
root of the nunil)er of expanxionR, iln' ■
culie of the fourth root. On this biu>Ls i
surea and raloa of exponaioo will be ai> i<.-i
la
Oou^e-
Abfiolate
Terminal
Ratio of
Ratioiir
pressiirea.
Pressures.
Pressures.
Brpsnoton,
otCfla
IIS
t4.«
1 ' ■
leo
1:5
k
ir.»
1
^
IS
16.9
1 : t 111 « '
■ 180
105
i>o
19.5
1 :>.N:ll
P
8
9(.4
J ; t«:l<
IS
1T.9
1 ■■:■■■
soo
am
' 10
8
81 .»
(8.9
I
1
1:
19.e
1 : :.i' ••
S'.ll
£15
■ 10
11.6
|:t.» 41
( 8
£9.4
It a 11
8«atoii sayt:: When the preiisiire of steatn eiu|>lo]re<i «xw»«l» IWI
lute, fiiiir ovIihOiT!^ sIhmiIiI In- ••iiiiiI'iV"il. w lib ilie ii>- ini 1
I Ml»i «»*l**VVa> -ft\"i>t*
<iL"AlJKUPl.fc-EXi'ANc.lOX KNUIXfiS.
» of Cylinders or Reeciil Triple-expaaalon
EiiglueH, Chleflj- IQariae,
Coniplli:-{i fiuiii seyeial s.;iui-c«;s, inyrt ]S)3.
ta: H= liigli pressure, / = Intermediate, L = loir pressure.
19.7
/
L
11
an 6
41
»
237,^
S8.;
24.5
131
13)
23
83.5
«r
44
»
28 ?.
4-J
36
!!«
45
24
27
40
20
■J9
48
28
305
.!S 5
51
48 :•
a!l
■a B
,35.4
ao
«.«
47!
3-J
so
45
94
82.5
186
130
S3
88
b-i
iiS.6
33
4H
S4
86
51
34
83.5
49.S
84.5
M
B7
34.5
Zi
SI
38
38
38
37
40
49
43,5
4i
44
43
48
4S
51
M
M
55.1
54
50
51
67
!t
H
3«
asf
39
40
40
40
41
4IM
43
43
tm
4S
84 6ti^!5
00
85
92
56
61.5
5«
61
Be
67
68
68
67
&S
66
68
67
71
68
75
79
91
100
8»
n
86
106
lOV
101
9i
S-.'
110
locy;
113
I 85 7
185.7
I 81.5
>98
>08
nres are bracketed there are two cylinders of a kind. Tiro
', two 81" = one 48.8", two 83.5" = one 4B.0 ', two 36" = one
jp one 52.3". two 40" = on*^ 50.6", two 81.5" = one 115", two
I", two 98" = one 140". The average ratio of diametera of
I) t)ip riiKUics in the above table is nearly 1 to 1.60 to 8,56 and
be> nearly 1 to 2.50 (<• G 55.
reaii In Steam-engines between 1876 aud 1893 is 8boira
k uuiiiparisou of ilie Curiltseugiue at the Centennial Exbibi-
I tlie Alli8-Corlis8 quadruple-expansion engine nc the Chicof^
!b
netor ... .
Ui of riu».
rht
■ infnut«. . .
Diiiicol
inum
1893.
1876.
Quadruple-
expansion.
Simple
4
3
84, 40, 80. 70 in.
40 in.
fjin.
130 in.
30 ft.
80 ft.
T«in.
a4in.
186,000 lbs.
liS.440 lbs.
60
38
80OC1 H.P.
140n HP.
3000 H.P.
2500 H.P.
6S0,(X)0 lbs.
1,360,.-R8 lbs
aft bmly or wheel-seat of the Allin encrine has a diameter of
fials 19 inchfii, uml crank beariiig.4 18 inches, wlib a lotal
It. The crunk-clinks are of ca.st iron and are B feet in dlam-
tk-plns are B Inches in dianu-ler by 9 indies lonp.
tandem Trlpie-expaniiton Knelne, bin'lt by Watts,
t.. Nt-warli, N. J , is liewilbi^il lu Am. Jfui/i., April M, 18M.
py|iri.l«r rniidcni onuliiea coupled to one Klmft, criiuV* ttVWP ,
r '"in. sfruke. U.5 revoliiliona per n\limle, riiVfeA W.Y.
[ - "eler, IS ft. fae«, weiifht 174,001) \\>*\ iub.\»> tfftsAV
» main Journals JO ,-, 38 in ; crauV-p\i\* ^\4~j'
•l.-^i... ,.,.uif hnea of two euKineB a4 ft. \V4 ^»-"< '^
inii* tvwotnca for the exbausl valrea 'jl Vao \.V. csI
^1
50N0i(lC PEBFOBMANCE OP STEAM-ENGINES. 77^
ItOlHIC PERFORKIANCB OF 8TE4!n-ENGINBS,
ly of KxpanalTe AVorklne nnder Various Condi-
tlonn, Sinele Crllnder.
(Abridged from Clark uii the Ste&m En^iiie.)
CtLTKCKM with StTKUBKATBD aTEAM. NoNC0NT)ES8llI0.— In-
der locomotive, cjliiiders aud sleaiii-plpes euTploped by the hoc
[the smoke-box. Net boiler pressure luO lbs. ; net maximum press-
Minders 60 lbs. per sq. in.
[percent SO US 30 SS 40 50 00 70 80
Uootexpanslou 8.9] 8.81 8.87 8.58 9.26 1.88 l.5» 1.89 1.23
rl.H.P. per hour,
18.5 19.4 30 21.2 S2.2 24.5 27 30 33
CTLINOERS with SUFERHKATSD t>TILUI, Co.NDBNBINO.— The best
pbtalned by Hirn. witli a cylinder S-'Jfix*)? in. and :i[eara super-
80° F., expansion ratio 3?i to 4}^, wi&\ maximum presKure in cylin-
(68 lbs. were IS.GSaiid 15.88 lbs of water |)er I. II, P. per hour.
Ctlinders or Shall Size, 6 oh 9 m. Dun., Jacketed, Nok-
iKO.— The best result* are t>i'<«ine«i at a oiit-off of •*> per cent, with
jmum pressure in the cylinder; about iS lbs. of water per I.H.P.
: CTLnrDBna, rot Steam-jaokbtbd, CowDKNsme.^Best resulls. i
h
Knginc.
I Wheelock..
Cylinder,
Dimij.
and
Stroke.
tiu.
18x48
aSMX 6:
Mxoe
25 X«
28X86
88X 80
30, 1 X 3t>
Cu6-0(t.
per cent,
18.5
16.8
S4.e
15.5
18 a
18 3
15.0
Actual
Expan-
sion
RAtiO.
rat.ii>.
«.9A
S.84
8.84
6.M
4.40
5.0T
4.94
Total
Maxi-
mum
PresHure
in O'lin-
derper
sq. in.
Iba.
lOt 4
61.5
54.5
87.7
80.4
46.9
81,7
Water i
Steam
per
I.H.P.
per hoar,
Ibs-
19.58
19.98
36.46
£6.25
S».86
26. SB
Same Emoines, Ateraqb Kcsdlts.
Stroke.
nd Wbeelock..
; Stroke.
B«r,Noii. SO, 31,29, la
lu, Not. 37, S8, 29 .
iMhi, Nos, a, 25, S3, I
Inches, I Cut-off, Per cent.
18x48
96 X a
26 x36
36 X30
80.1 X30
1S.5
16.3
IS.S
18.3 to 33,3 »
avera^fe 25 f
, 13 3 to 26.4 I
(SveraifH 19.8 (
1 1».8 to 1S.5 I
I averaize 15.8 l
Lbs,
Lbs.
101.1
01.5
87.7
79.0
4S,a
T8.S
IB. ,^8
26. 2S
31.05
36.86
ss.so
^4*irater Consnmptlon ofDIiTerent Tf pea of Enelnes.
ijefollowini; tables ttie ittKfii Iruiu t'l'^ nn:ulur of the Tal'or InHmiuiy
bcroft Mftf. Co., ISSStl. lu (he first of ilie two coliiiniin und^T Feeil-»nler
UiTeil. in tbe tables for simple rDi;ine». tlie flgurnst are obtaioed t>y
•iwtailon from nearly (lerfect indii'Mto/- riingiiimK, with alVowa.\iii« toT f.'jV
St coiidensjjf/o/j iic't.'t)Ai/D>f fo Ibe table on page T5i, but *\tU«ut ».\V<'»i -
Vlhr lejikaKf, iriih l)«cA--pressijre in the iion-<,'uiKlell8M>l5 laViVe t».\«.««. »X\*
«»»re jAT-o, nnd in the coiult-nmog tablo at 3 lbs. above ^«r^^. 'S\u»
lfeomrrw,^.uppo8e<i to be hyperOolic, and commence* ftV O.V
•w. xgirem tbo feed-water coosumpi.loa for Jackot«d c&»»\
r
■ 776 THE STEAM-ENGtNB.
W densinfr enidnca of the best cUss. The water condenird
includtM in llic quaiitlilfcs (?lven. Thft ratio at areu ol l^
as 1 to 4 for 120 fbs. pressure; the clparaiice of MuiU oylM
■■
^^^^1
cut oft ill the two cylinders occurs at tht- sBnie [•■■iiil ■■r %
^^^^^^1
pressure in the I. p cylinder is 1 lb. per sq. In 1 ■ •
B. p. cylinder. Tli« average baok pressure <>!
cylinder is 4.5 Ib». for 10* cutoff; 4.75 lbs. for ';
^^^^^1
^^^^^1
^^^^^^B
K CUt-ofT. The Hteam accounted for by tlie iiidioiiiji at c
ssifm
H cylinder (allowing a gniall amount for leakage i i)- .74 at
i»4H
W 20*, and .K! at 30% cut.cifl. The loss by coiuleusation belwaval^H
iB Buch that the steam accounted for at cut off in (he 1
, mA^B
pressed In proportion of iliat sliown at release in the li. II
^I^^H
10* cut-off, .87 at 20* cutoff, «nd .89 at SOf cut-off.
^^^^H
The data upon which table No. 3 is calculated are '
"9^1
water consumption is somewhat lower than has yet ■
A^l
lowest steam consumption of a i riple-eip. eniriae yei .
TABLE So. 1.
j|
Fbed-watbh Co.ssniipnoM, Sihplb Ekoiiii
■.^^H
NOH-COSDBNEINO t:K0INK8. COKOCTaa
^
£
3
Feed-water Re^
r
o
s
quired per I. H. P.
1
^^^^H
s
per Hour.
i
I
^^^^^^1
<
p<
B
^
>
u > E s
1
<
l^^l
Jj
1
g
sill
ti
*
1
S^H
1
n
E
h
(Cu-
i
us
B.S2
1
s
&
\i
1
fl
6
ll
5 ~
a
SI
s
O 3
1*
s
ti
M
60
8.70
37.20
40.9.-)
00
14.421
tM^I
7(1
12.89
SU.99
3.1.68
70
16. (Ml
>^^^l
10
80
16.07
87.01
89.88
6-
80
lU.SOi
ii.l^H
90
19. 7«
29.48
37. 4?)
90
2».04
I7J^|
_
100
43.45
28.90
SS.73
100
84.5B
itI^H
60
SI IS
27.55
29.43
10
00
29 44
tT^H
TO
26.57
26.44
27.04
70 •-f "•
so
80
si.aa
St. 04
iK.es
80 ..•
j^H
90
87.47
S3. 00
24.57
I
00
.%■
^^1
,
100
42.92
83.25
S3. 77
100
3:
^H
•
60
30.47
27.34
29.10
60
.V,
.^1
70
37.21
25.7(1
27.43
1 70
S-\
,!__^^l
Bl
SO
48.97
84.71
26.89
15
MO
».t^ .
^M^^H
90
60. rs
83.91
2S.S8
DO
*iM
^^^^^^1
^v
100
67.49
38. if?
24 68
100
^^^^1
■
60
37.75
27.09
29.63
W
«0
3i
j^l
70
45 SO
26.66
2S.18
w
4.
,^^|
I iO'
80
63.25
25.76
87.17
no
1
■^^1
^1
90
61.01
SS.OS
S6,35
«0
tl
^^1
m
100
68.70
84.47
V».78
100
>>''
j^l
■ f
60
43.4'.j
IB 94
80 66
•9
41
1^1
M --
711
M.U4
87.79
V9.SI
79
£•'
^^1
Bw
80
60.41
86.99
S8.SS
M
fU .^
^^H
9U
68.9(1
se.ai
rr.ft*
911 I'l .
'J^H
1 '
lUO
77.48
to, TO
I w.w \ V
I V01 .1 .'•
W -AN
lO 4^H
L
■
^_xj:^
f.vr*..
itrn" I£<r«c*l«» r« ■■■•
kruoMvi
H.P. OyU.
ttw.
^^i^'^i'w.lr
11 .07
IS. as
J8.&*
«• Ta
38.13
»» -js
ST 61
46. 4t
BO. 00
u.w
H.KT
P.kj(«iox OoRBKiirsiiio EMauai.
> above
Mean Effwtlve Pressure.
^ lb«.
I Ifaa.
lb*. ibg/
•■Si.O
JO.l
10.8
11.8
Keuiilrtiil
|i«rl.U I'.
pvr Hour.
lbs.
12.05
II.4
io.:b
ilc^al Point of Onl-oir in Nteatn-VDirinea.
and Uiriilnii. 'rittiKS A, H, M. (.; ,ol. ii. p. M7 -JSi ; iiIho,
(.1 M.iM.iium Em>-'i(Micy. U, u. Tliiirsi..ii, vol. II. p. I8«.)
of «fXt>tt»suin U Hot one. of t-roiMJiny "■f i.'ou-
V <jf coKt uf boiler aloin". The iim-Btlon of
••<jluti->n of value of rn^iiie. rt-pftirijor i-nitliiu,
, tor us \v« iiiore:i*» ihe rnU? of f>xpftn«loo, ami ttiiiH,
ftxed by tl>« Irnok- pressure and oondeusatioii of Rteaiii,
fuel requiiwi (iiwl l-osi of Ijoiler pel' unit of work,
■"^iiiennioiio of tlm cvlltiilrr ami tb" «'»« of tlip eii-
power. We ihua iucrcasw tlif t''"*' i" tl>e eit(flri«<,
^e of expiinslon, while lit lh<' Kam" llini. wp (1>--
ptioii, ihi- cost of boiler, L-i' -^ 1 ■• ■] ;,
' cut-ofT, di'tt'riiilnaljlH l>y ■
I s«cur« tlie pre-1*»»s1 Hftl*-;-
[l(»!4l«*l"uLio(, ''. - . ' ,,..-,-(■
pi-eelati"! H Jtiice
Bte, elu., . ii/tU-
r.^i.,.,,i^-— — -'^- ;^^-'-M,^H, ^^^,'^ ul.
778 THE STEAM-EKGINE. I
SIiaplA Bne1ne«-Noii-condenalBc<
n
i
i
H.P. when
H.P. when
H.P. when
Umtn \ i
1
c
u
Cutlloc off
Cuitincr off
CuttiDK off
■85
1 ll
►5
aci/Sstrokft,
at *4 atroke.
at ^ stroke. 1""""'
'?
70
80
l»
70
80 ! 00
TO ' 80
90
Ft
In
1
ii'
Iba.
an
lb8.
86
lbs.
30
iba.
as
lb«.
H
lbs.
86
lbs. Iba.
3:1 87
lbs.
4.1
4
4
"«u
nt
10
ro
gL,
M
818
S7
a
81
84
41
47
411 48
66 4M
i
111
iWji
1«
877
41
a
flt
U
6:2
71
63' 74
85
b'tf
?
jA
11
16
MO
Si
64
77
67
81
»a
8-i, M
111
m
4
134
18
SH
en
ec
at
84
100
lie
103' 130
ISH
m
11
4
16
ao
181
96
115
iSf
liN
144
lU
146
iTt
19&
8'4'
15
M ll^H
18
S4
158
lit
144
i:j
151
181
iiW
188
815
8IK
10
11)
1
■
«
«
138
ITU
«ie
881
fts?
?7S
313
8;6
384
373
nv
«
1
■
JMH
83
IM
«il
S87
8K
S8I
sse
386
840
400
480
I8'4'
34
7
■
«
U
lla!
liOt
88S
an
35
8411
40»
470
414
487
500
14'-!'
41
I
■
Mean eff. preuJb
iM
»
30.6
3«.S
4S
37 I43.6
50
nomliitl'POl^l
rating of «!»«
eiDMiitlSS
Ratio o(expan«'D
Terminal prei»ure
(about) Iba
Cyl.coiiaensat'u,)
B
4
3
17.S
SO
sss
S.4
SS
S7.6
89.833.3
36.8
■■»
B6
s«
i4
M
84
81 81
•il
gauge Vf*^gM
steam ciit4B^|
Steam per I.H.P
1 per hour Ib«.|3a S
80 |W.4
31.2
89.0
87.9
38 31.4
30
^ atroke.
.^1
Compoand Enslnea — Non-eondenalns — Higb • pr«Mlfl
' Crlluder and Becelver Jacketed. ■
!
t
H.P.whencutliiig HIVwIn*
off Al >.4 t^litike off at ^
......ni..^, u P-hjM|J
^M
I stroke', offatJil^H
Dtem.
ij CyllDder,
1 Inches.
1
L
in li.p. Cylinder, in h.p. C'yiiiider.
inii.|>.Q^H
c£
Cjl.
Cyl. Cyl,
Cyl.
<% m
.
13 c
R&lio,
Ratio, Ratio,
Ratio.
Ratio, MH
1
s,
1
sa-.i.
4H • 1. 3^ : 1.
4H:1.
%:1. ^1
Px'
a;
rti
RO
90
ISO
ino so
90
130
ISO
80
96 Wfl
K
V
>J
lbs.
Ibe.
Ibg.
Iba.
Ibe.
Iba.
Iba.
lbs.
lbs.
lb*. Ibt. ■
eai
m
13
10
370
7
IS
19
^i
as
31
35
46
44
~»~«1»
0 2
7H
;^^
U"
3IU
U
19
£4
4(1
89
38
4fi
S9
56
m 81 ^r
1 7 ft
»
H
277
14
ss
sn
flO
43
SR
67
87
83
ifii ifl fl
1 »
I0«
19
16
■.'16
IH
s;
47
7f
67
7fi
87
114
100
i.v iil^L
io«
IS
•-'■■! W
If*
ISU
36
R3 68
111'
81
lOS
185
164
ise
ite ^^H
n
ISU
-,»
•M
IBS
■a
65 84
l.t»
100
18.-)
164
aoit 18S
»3l
ism
I5M
iStI
•u
158
43
8H iia
IW)
1.S5
IHI
806
371 258
IS
IKU
S8
13»
67
118 1.M 249' 1«)
24-.'
2'i'T
363' 346
isn {A^H
la
as
S-J
]«)
74
15J 134i aSI 23-'
312
.^17
468 446
K!tfi fiin,^l
so
ssU
4:1
34
lU
84
m
wu
418 897
400
4.57
601 1 57?
71 a' mU^I
^1^
uuu
a
41!
US
lat)
285
Sft'i
e03 430
587
670
880; 838 lOM iniH
39
ttU
48
flU
]«»
r4
477
7S9 570
7B7
877
1151 I09«1!CTIWM
Meaneffec. prpBg.,.]bB
Ratio of expanBion
Cy]. condensation, %. . .
3.3
6.8
8.7
14.410.4
14.0
16
81
80 1 85 ■ nM
<^ Is
]3«
ISH t
lOH
13«
14
14
16 1 16
14 1
IS
I.S
13
10
10 . 11 n
Ter, preai.(about).lt>B.
7.3
7.7
7.9 9 9 3
10.4
10 5
18
14
15.9,14 JH
Ivou from eziHuidlng
1
1 !■
below stinoapliere. i 34 1
IS
17 S ', 6
0
0
0
0 0; itm
St. perl.H.P.p.hr.lbR, 65 1
42 47 1 89 ISS 3!a7.rl
297
85 4
so l« 8 B
m
The oheinal table contah\« ftKUT«aol\vo'cwi-vw«M,<((wi..tot HOWkI t*
m
cylinder ratio of 1 to 1; and\«\V>B.,v«,VvoViSi\«\. m
1
TBD PKHKORMANCEH OF STKAM-ENGINES. T79 1
L^
d-«nKlaea-Cond«Dalnc— S t«aku-J*ek^ted. |
U.P.whencuilinK ll.V.whencuttingl
H.P.wbencuttlDg 1
off at U Stroke
in h.p. Cylinder.
o(T Bt }i stroke
off at W Stroke 1
in h.p. Cylinder. 1
In h.p. Cylinder.
Cyl.
Cyl.
Cyl.
Cyl.
Cyl.
S^^- 1
3 =
Raclo,
Ratio,
Ratio,
Ratio,
Ratio,
Ratio, 1
r
•HW:1.
4: 1.
%-.l.
4: 1.
3JS:1.
4 1. 1
80
no
lift
1»
90
no
US
1«5
SO
no
115
13S 1
ll>8
IIJK.
Ibn.
lbs. 1
bs.
Ibfl.
be.
lb«.
lbs.
lbs.
lbs.
lb,.
r
370
a
fie
53
ez
55
70
es
75
70
97
~95! 106 1
.1IK
»
70
67
7«
70
«!
R7
95
00
Iffl
lao
184
)CT
«.
. iia
1(0
lie
101
l*j
m
141
138
183
179
300
«4«
10!
1 1J7
131
ir.2'
i;«
174
iiw
185
174
e39
834
•Ml
.
«»
1.^1
> 210
187
ais
195
S.70
«4-i
886
£S0
343
38f.
874
INi
m
I 460
«31
SfiB
241
AOt^
898
m
308
423
414
4«a
ISB
as
i !MK
310
Ml
3'ja
41!i
400
A99
4JS
5U8
555
819
ISH
u
i 4«7
415
484
m
G54
iVW
Bfifl
SS4
70)
744
8:«)
ISO
a
i OO-.'
58.S
«24
568
7H
S91
758
714
981
95911070
l]-j
.■)?
I TV,'
6WJ
H)l
715
1H5
Rft7
972
015
iaS8
ISWlSTa
1
93
H3
1131
lOW! 11741
048
1341
:i»M
Has
1341
1844
t8oir.*oi-j
1
HO
im
8)
S7
tillA
SI
1534
S8
»70
35
1757
82
ie9«
SI
1863
IT
1757
-.>411
44
L.lbs.
■ion...
18«
18 1 18
16M
SO 1 30
10 1
I'JW 1
6*4
8M
Ill, i. .
15 1 IS
13
18 1
1;! 13
14 1 14
•
r.ll>8.
17.8116,6
IB.fillS.S
7.0I1B.4
Ifl.3
15.81
17.5 17.0
16.8|l6.0
Die cODMins flgurei for S6 lbs., cylinder ratio ^ to 1; and 1
lanston Eitiinen, Non-roiideuatng.— Becelver 1
only Jacketed. 1
■
Horse- power
Forseposrer
HorsMiower
when CuttloK
1 off at 07 per
t
I
(iflf at
'ultinK
whi-[i CiJltiiiK
off at .=^0 per
4'.' iier
1
8
cent of Slh'ltp
ceul of Stroke
' ceut of Stroke
a«
in Fii-stf 'J Un-
in first Cylin-
1 in Fii-Bi Cylin-
1
der.
der.
der.
L]
180 ttj».
300 lbs
. 160 lbs
70
aioibs.
84~
ISO lbt4.
900 IbH
10
ff:o
55
64
sa
108
i 13 318;
TO
81
00
100
lai
137
i«
«7
104
i«i
1*1
. 1^
179
ii04
IS
»I6
ISO
l&S
^^
SOT
234
•M7
1 18
sna
195
886
sue
336
382
80
IKi
£41
a79
. 308
Sfld
414
471 -^
i ^
l.W
SM
*}4-
* 418
400
655
gsa «^H
«
138
4iH
«K
SM
657
744
848 ^H
!U
lao
KWJ
847
714
B47
o.'va
1093 ^^H
SI
112
7re
8-i9
916
)l»8
1S30
1401 ^^B
4i!
03
1048
1316
1841
t50«
1801
7053 ^H
48 SO
1870
1580
1754
£082
88
SRSfl
i '"^ ^
ma., Iba.j
sa 1 SB
\ Ki\ 'A^
«
/
i6 1 . la
10 ^^M
't
'"'::-...''*
IS \ Vi
I
'r-.mi W.70 1 lB.na 1
p.iba.j a.ea / «.«» /
19. JS
2.40
17.00 \ Vim \
8. 13 \ %.» 1
1
J^H^rf
^
rso
THE STTEAIK-ENOIXB.
Triple>«xpnniilon Ensrlnes— Cond«B«li
Jaeketed.
I
Horsepower
Horse-P'
1
Diameter
u
vlien Cut 1 when'i .H
Cylinders,
inches.
s
a
ting off Bt Lj Uue ofi' 1 «■
MM
Stroke in
Stroke in i .•~ii cI,h iji TO
■5
3
First Cylin-
First CyUn-
First CyliiH E
.2
~S
der.
der.
drr. 1
1
II
j
lU
^
fc
120; 14U| leo
lao' 140
160
180
no! i«ai n
K
J
*
(S
lbs. Iba. ;lb8.
Iba.' lbs.
lbs.
lbs.
lb:. '■■ "
4H
"i
12
10
370
85~4«~48
44 .'J3: 50
r<7
5H
i'oil
12
318
4f 5!) 62
66 07
78
78
^yk
101^
14
4T7
67 79 92
83 100
U2
iiie
I
«H
IS
19
16
340
87 108 IW
109 131
147 14l! 1
9
na
=»W
18
a»j
1»! H8' 17-.>- I.'.0' 187
•-•11 .
10
16
25
ao
185
154 ISH: 211! IW! 231
■M()
IIH
18
-^
34
158
206 'J4S' -JKI WiH' 310 .",l^'
13
SH
s»
138
277 329 Si'l' 346' 4I,'. i l*.', «
15
24H
m
sa
lao
357 4a4 401 44>i
S-')-. , '6
a»4 «
i:
2-
43
34
Ui
4.58 548, ft;« ,'>7s!
GhJ, .14
\mm
£0
:«
.13
4S2
S3
676 796| SWJ MIX
10(K1 !;;S1 U>-'.i !3«
!•«»
8S«
88
«0
48
80
877|i04i.iao(j urn
13I6;l4W14£4|l80e
Mean effec, press., Il>s.
16! 191 ift) 3l»
24 27. m: shIs.iI a
No. of expansions
26 8 aO.l 13.4
Percent cyl. condens.
Bt.p, l,H.P.p.hr.,lbs.
19
19 1 19 16 , le
18 '•• '■■ ' ■ •
14.7
l8.9il3.3U.3l3.«e
I3.S I .
Coal atSlb. eTap.Jbs.
1.8
1.73|1 66 1.78,1.74
1.6.5 1
Type of ICnfctnc to be naed where Bxl<
needed for Hcatlnc-— lo innny ructoiii" mi>[i- .
eiJiuusled from tlio (.■uniiifs is iililize<l f i
Where all (he exliaust-Kteam Is so used tb-'
steam in the engine i(s<-lf i«; rHniinnt»'cl. nnil ■
is entirely liUitAble. Whi-it
quantity sn used varies nt
a condeusinK. or a compiH
Ih treated by C. T. Main in 1 ran- A H >1. i
the ratios or the Tohinu-x of thi> cylinder* in
occordinf; to the amount of exhiiusl-sleain 1 1
case i& given in which three ilifffreut preso;
could be U9ed,a« iu a Monited ilyeliuusie. i
the enffine, an intermediate pressure fi)r '
boilint;. dryhie> etc If it did not make toe
the eiiRlne, llie boiler-pressure nil|;hl be Uf-
exhauKling into a rer*f*irer frnrn ^•h!eli *tp i
small engines and i '
Intn the intermedial
ttie atmosphere an
ift drawn the li^u'-pre'isii! f ...[i.;,tM ii.-...ii.,i i..;
etc., the steam reiiiainiut; in ret'fiV4'r pnssih
CompariNoii of (he Gcoiiumy or
<>ylin<ior (orlian i'ondeiiatnK B _
about hlxleen Tlniea, 1 1>. 8. JacobUK,
s used \". i.i.' ,,>,!. ... ,.,„t,,.iirati
i" 11* m
'SdftorM
FBRFORM AKCES OP STTAU-tSGOrgB.
7S1
b-preasiiri- in ^he oaae at the i
nan I ■ •' eoffme. Ill
' cii ■ ijlei
ilbe <■ '1 fori
ft h'tiM^-^Hj-spr.
Icr ▼•. TIu-ec-cytlsAMr C*aip«M»4 . _
)plf-'-v[Mi ~i'rn i-ninur. bidn far ifee MmkA Tkrmd i
"d so ihM tbe inti iiiThti tjtiiiWi a«y I
Ju-pffiurt and Urm-fnmmmecjtmitw* m
Tl>e '1>,irii'"-r- '.f the crliDden «n It, HL mad MM i
the ni>t iK'i b>-in$: 36 in. and that (rftibe low-prc^nR I . ,
ifsijlts of a ti^st ri-p<jrted by B. X. Oreea and O-L Bocfc»ood.1
:., vnl. xiii. 617, are ax toUov*: la lbs. «f (by i
U aort -iAii in. cylinder* bD))- used, two ksu ia,M aa^ 11711
e.OI. All thnf« cylinOrrs use<).l«otealBl$.«7smt UlM !%•„•*
lifTf rvoi'M iii unl>- 1 j. and would indieaUsthat aiotsttaaa tvo(
pt-c«sKary in a compound eoKine, bat ft ia jpolBMd o«t bt tttt.
.. the conditJQDs of the test were eapeciafly favorable for lb*
rfajfiiif. and not rrlalivelxio faroraMe for the three cyUndrra.
dure «ra« It'i Iba. and the number of erpauaioiu abo4itC5.J
Ciission on the Rocltwood type of rnEiri''. Tran*. A. 8 M. K., ^<Hf
Water contained in St«ain on tbe Eflcleney
k>enKlue, (From a l»f<.-ture by Walter C. Kerr, before 11
Itute, IBSl.t -Standard writers make little mrtiticm of the effect
QOisture on the eipansire properties of steam, but by cnmtnon
than any demoustration tbey seem to agree (hat rooi»ture
an ill effect simply to the {•■rcenlaKe ar. ' ^ presence.
a moisture will iticre»*e tbe water rate of .
Httit!! rcport»-d iu 1893 l.y R. C. Cai-penter a ..ks. Trans.
5., XV., in ■whicti water in varyintr quantity wa- i' '; y-.r'-'i into the
», uausiuK Ihe quality of the ^ifain to ranee from 99:8 to fiS:Cdry.
lat throughout the ran|,'e of qualitif»s u^fd 'Aif <■< ■v,?^mi\>Ul>D of dry
- indicated horsepower per ln.ir i>stant,aiid
that ihu water n'a» an inert qti.; i uor harm,
aril thai, tbe extra worl( doae i ^^med water
iinrisi'n i» i«*ni>ibly equal tci tin- itn i ij.i-'<!ii'- ui.rt^ which It does
fi.iii.'.l nnd cijinprf.ssion. that the heat corrie>l in by the etitrained
■fornih no tiwful function, and that a fair measure of the economy
iiie i-* th»' '•..ii..iinipti^»n ai ur>' and sfiturat'/d st*'ani.
Ive rommerrial Kronomr of Beat nodem Xypea of
UDd and Triple-expanalon Kusinea. iJ. K. uenlon,
tjJtucliiHiDi, Dec. 17, IHDt >— The followmi; i«iil»- anil deduetiona
nBti?e commercial ecmoniy of the conri^iuiid aiul triple type for
Btionary piacllce in gteani plants of r.fX) imlliated horsepower.
iHk l>ased on the tests of Prof. SchrOter, of Munich, of engines built
urK. and those of Geo. H. Borrug on tbe Ijest plants of America, and
id enUtnatea of com obtained from several flrst-claiss builders.
I
ion, nr Corlis.H enKines of
H'Compound-receiver con-
; ty|w, expanding 10 tlmen.
preBBure 120 lbs.
f Lbs. water per hour per ( ,, , , , „
I IT P ■«■ rT.uii.iiin>tna..« |- lo.o H.U
V l.M 1.6B
I H.P., by m'easuroment,
ILIis. coal per hour per
n.P.. asKuiniut; R.5 lbs.
BcHittl evaporatlou.
Ion, or Corliss engines of (Lbs. water per hour per
pie exijaiislon fonrcylln- H.P.. bymeasurenient.
W»«r condensinjt type, ex- < Lba coal per hour per
IKtimeH, BoilerpresHun*, | H.P., a.>>KuniiDK 8.6 lbs.
H I actual evaporation,
811)1.
18.56 13.80
1.48 1.50
In the first column represent the best recorde<l performance
iU<no hi the i>ecotid coliiniii the probable rcliabW v*'''c>^^^*^Vkcie.
ca<t of triple expangion i.Jant jht horsepower, lv\c\wd.Nua
'lamney. heMern. foiiiidationn, piping
I
I
I
?82
THE STEAM-ENQUTE.
I
I
Hours nmuing per day.
Expense for coal. Compounrl plant.
Kxpenae for coal. Triple plant
Antiiial saving of triple plniit in fuel.
Annunlinterf'Kt at .■)!{ on H.fiO.
Annual depreciation at h% on J4.50 .
Aiiniinl pxtra cost of oil, I gallon per 84-hour
(lay. nt SO fJO, or LIS of nxira fuel cost
Annual extra co8t of rt^palrs alZt on ^.BO per
Si hours.. , .,.-.
Annual gaving per H.P.
tO.33
Tlie gAVlii); between the eomponnd and triple l3'pes In m
iBvoIvrd in the step from the siiiBle-ejtpanslon ■■'>n<i<>ii«iiii
engine. The inori'ased cost per horie-power ' ' hI
compound is ihin almost entirely to tlie pxtni
Its fouudatlons, the boilers costing the same ■ n
extra ulreneOi. lu the case of Ihe biUKle I'^ikji.^ iji>- <
alxiut one third of the iiicreaaed cost of the compound en
Ic'na co«t of till- lntter"H boilers.
Taklne the total coat of the plants at $38.50. SSt.rM i
power respfctively, the figures in the table Imply that tli»l
intf is as follows fur ooal at 9i per Von:
1. A coNipouud .W) horse-]jo»er plant costs «■■•■■■
for 10 hours^ service, and 8tfW for -M hours"
plant coKiloB $1«,V50, Thai in, tlieoouipoiitvl
service in about one. year, or in 3J-hour ■•
2. A iriple iiOO horse-powpr plani cost
year in 10 iKnu- .service, or $}SB in 'J4-Uoi.
ilierehy saving' il8 extra cost in 10-liour s^i ^ " •■ in m i i
hour .service in nimut i^i years.
Xriple • expsnalon Puinplnfr*enein' "t
HiKhoiit Bcoiiuni)' on Record^ 18!l" - i
Ciniteinporiuv Kcuiiuniv Of thL- Steum eneiii-
A. S. M. E.. XV. 313.)-CyliniliT8 *, -JN and 7i
volumes 1 to 8 to 7; total number of ■ •
1A%; int. I.Sjt; I. p. O.TTjf; volume of rei ■
ft.; steam-pressure cauge during test., a
alLSolute; revolutions ao.S |<er luinuie: iutin «.•
Itiil.B, I. p. «i».U; total, .STS.y; tot.il fiiciion, \i
Kteaui per 1. 11. P. jier hourll.BTS: B T.U. i>er i
ro»t-|K>uhd«i per lOO lbs. of coul, 143.!I06,000: pei u.
^t«aiii |ier I.U.P. per hour, from dlaf;raju. at cut-off
41 II I Hi 41 4. iipjyu^p^ \
Btwrni accounted for by indicator at cii(-o4r. per o«ul. . V
■' " " releajie, '• ...»
Per cent of total Bteani used by Jackets . .. I
BtKheat Kconomj;
Pantplng-cuKlnrri.
l,'i nnd .fii'i, by ;W ui. s;
l>er I.H.I'. |p''r hour
iilwul IB.
U8e; t>olli ,
.vln;; due i-
,mI tOSK-.
of tttr- Tw* - rjrilotfer
. .H beat on Vn ^«!M M * "^
t; M. El. xv\.> Cx\>i
PERF0BMAXCE5 OP STKAM-ENODfES.
^
•r I.H.P. per hour. ]» -JB lbs. Dtitj- per million B.T.Cr. = 1S8,US.(N0
« or a Triplf-«xpaiiBlon Pmnplne-enclBe vrttb and
Ant Xacketa, at l nk-t^!] In<! . by m>f . J. E. Ueoion (Traos. A.
!L. xiv. j:340i.— Cyliii' a. by 36 in. dtrokj?; * rers. per
H.P. d**v«>lor,e<i aboi; ^r^lSftlbs. Tesig made OS finit
Mtdays wiin differvii; ■" in jack?!-*. Ac 150 Iba. boiler-
I*, aud Bboiit 30 espaiiti .113, ^^ ill; aiir prvsisiipe ab<^ve 4'i lbs. lo all ot
tketa and reheaters, or with no pre&iiirv in the high Jacliei. the per-
aoe was as follun'.s; With 'i.^ of moi.sture in the steam entering the
V the jackets ti.-ied IflJ of ihe total feed-water. About SOjC of the latter
MM)«n8ed during aduiission to the hi^h cylinder, and about 1-^.85 lbs.
l-wat«r was coiwumed per hour per indicated horse-power. With no
tt or reheaters in action the feed-water consumption was 14.99 Ih»., or
pve than with jackets and relieaters. The eotbiutiipllon of hibricaiine
I two thirds of a khIIoh of machine oil ai>d one and three quarter gai-
' cylinder oil per 41 hours. The friction of the engiue in eight tests on
Wt days varied from 5.1^ to S.'f.
ireRard the ineasurenientg of indicated horse-power and water aa
I error of one per cent, which is probably a ininiiiiiiiu allowance
Bt careful determioaiions, the steam econoiuy is the same for tiie
auditions:
Kny pressure from 43 to 131 in the Intermediate and low jackets and
ers.
U>y pressure from 0 to IM in the jacket of high cylitider.
uiy cut-off from !!1^ to 23< in hlKu cylinder, from 38^ to 4W in lnC«r-
le cylinder, from iOf to SSjt in lour cylinder.
ter Consamptlon of Three Types ofSnlzer Enarlnea.
<B. Doukin, Jr., Emj'p, Jan. 15, 1892, p. 77.)
.BY AND Averages op Twcnty-omr Piiblisdeo Exferi>ient8 op thb
SULZIR TyP« or STEAB-KNOmS. all H0KI7J3NTAL Co.sdbnsimo
AVD St»AJ(-WCK£ted. From tST:i to 1891.
h 1
f i
H
Sc
1
Si
P
i^.
f
■
B-^
E
3^
■
(t.
■
lbs.
per III In
■
72 to
•irato
167 to
■F
»5
4^
400
^
»1 to
S81 to
1!« to
d. [
lOt
689
5»i
, i
tOl to
444 to
108 to
••>
1&6
GOT
BIS 1
Bteani Consiitnp
tion, pounds per
I.H.P. per hour.
liicludin^Steam-
pi[)e »iit<'r find
Jacket Water.
Ib-x.
( 1«.7 to 10 8
'l .Mean )UA
t 1.1 35 Co 16.0
'l Mean 14.41
i 11,85 tola. 80
1 Mean1S.3tl
Steam Consump'
Hon, puuinJsper
I.H.P. per himr,
excludgti team-
pipe water, but
motiidingJacket
Water.
lbs.
IT 9tol9.S
Mean IR.95
I.-i 4 to ]!>.6
Menu 14 3
11.7 to 18. J
Mean lid.18
I BeKpJ
f itrw-TT
I 10 expJ
I is«i.r
»l«-ezpansion Corliss enelne at Karrai;anHett E. L. C;o., Proviilent!e.
ilt by E. P. AlHs Co. Cylinder 14, 45 and 8!) in. by 48 in. strtike t..!<te«l u.
■.per min.; r.'5 Ihs. stoam-piessure; Hlenin peri.H.R per hoiii- 12 9t|
JMr. 616. A fullaccountof thlBenKlne, with recofdsof tests Im given I
■htbom, in Trans. A. S. M, E., xii. 643,
^■b-vroHs compound engine, tested at Chipago Exposition, by Qe_
■R(£ii(f'(; Rtcord. Feb. 17. 1804). Cylinder 14 and i28 by ti4 In. Btrokaf
>ftt16& r. p. m,; 120 lbs, steam-pressure. I.H.P. in toxir Ve«\HCOAv\<
*4 one ntiD-coDdeo»/ng- 295 S24 Tia 'iTiT
1 per horse-power per boar 19.07 15.71 \1 SS, Aft CR %J
^t^de^L^^'r^''^"^ KuKln^ (Trans. X \. M. V.. *«
VKrei
TU£ STEAM-ENOIXB.
me mn^e of coodirioiis sh to load or steam-prewu
fluctuate toRPtlier or sparl, vloleiitljr or with rasy pr«i
un ••iigiiie wliose econoniicnl xjorforniaiiop fihoiild tj«- a« j
ejigliie wero spi'eially deslgueJ ti>r tt uiuiutfiitu! \ .'i
tolie coiniileie aud nutoniotio. In thf orilin
<^iiKin<^ Willi linl't lija<l» the high-jufswiire i
Kiipply all tli» puNver bdcI In addiii-jii ilra;: -■■■
piaioii. whose ojlimliT indicates iifBUtive wui.
Iieciilltir value of a receiver of prt'il>"teriiiiia'U voli.'
uncet-'iianiber for eoiiipreskiion in tiie lilK-h-pr»;**iirr •
iiouse i-ijuipouiid 8iu(;le-acting engine is de8lKnetl upon tui» i
following; resiiltii of lestti of one of ibexe engines mied «i IT'
ecouoinical luaO are given :
Watkb Ratbs ukdkr VAJtriNo Loads, 13s. pkr 11,1".
Horsepower SIO 170 140 US 109
Non uoiidensiue S3.Q 31.9 V-l.i H.t tt.i
Condensing 18.4 IH.l 18. -i I8.S I«.l
Kfflcfeucy of Non-«ond«naliie <'onipouii4l
Lee fhiiroli. .liii. Mtuii., Nov. IS, IKDl i-Tlie coini id 1
■ lensinu, (It il" best performance will exhaust fiwn ili
ilerat a pressure 2 t'j 6 pounds above aluio^pliere. Rio
limited in it.s eecmoniy to a very shi*rt riiiipv t>f p«iwer, 1
ll8 valve-inolion will' not )>eriiill of any Kreiit in
(lower, and any material deerease lielow lix rati><l ;
ex|)anfliim curve in the lowpres-ynre cylinder liel"
wonis, decrease of load teila upon the coniiM.im.i
and much uiore severely, thuu upon tlifl n' t
coijiuienws the inoiuent the expansion lin.
atmospheric line, and at a distauoe above it 1 •
pivtwure neces.<iar,v to carry the friclioiial \(k^.
aion falls to this point the low-pressure cylirn
more or less of its stroke, ihe power todriv.
hiish pressure cylinder alone. IJoder the li(shi ;
imhiKtries the low-presxure cylinder ig thus a !•■
Ki eater portion of its stroke. A careful Mndv i.f
functions of a tlxed intermedlale clearance. :■
the hlcli-pressure cyliuder, and hnviiiK a vcl
that of the hinh-presKure cylinder that the i
the low-pressure. Diagrams were laid out
until the beat theoretical resull"- were oblHiii'
down on these Maes, anil the suliaeqiient |>-
which soiue 600 have been built, have fully CMiitliuievi tlte Ju
designers.
The effect of this constant clearance into smud-. sum, In:
low-pressure cylinder und«r li|;ht loadx to I
afctnoephere, aiid at the «sm« time leave a »ui
high-pressure cylinder to permit of )foverniii„ „ .,
under HrIi' loa<f<.
Kcon'. my of Engine* under Vurfittg Lond
W. C. I'awiii 8 leijtuie before the S.i.'i.'i\ nf AH- l..-iv,
emi result of niiincrouH Iriala \>i!''
load an indicated hnrKe-power ^.
lit imiiiiils of .'..III i.i'r ih.liciiled
It
•; t-ii^itti-. ;^ Uu ti uu Cvi.
iVr hurse iKi'ArT AvoVkV,
..iiiii.U i.ii tlT-iMve ^l•
w.ti * U"-U»aviu* V..^, •wx — -.—
PEKFOBMAXCES OP STKAM-KKGINES.
1800. 18M,
K.ft 4.0
4.35 8.8
1
CKaiNBS m KI.BCTRIC UCNTfUl' STATIONM.
ism.
I Jinetl ^■^r hour prr PlTfCllve Il.P 8.4
" " ■■ iiidiuntod •' .. 6.5
rlectric-liehtiDK Htatioiix th** Iruul faclur, tIx,, the ratio of the averats^
ILa the inaxiinuui. is extreiiii-ly Binall, and thi* etij^ineg wiirk«<l under
unfAvorablt! conditions-, which loi'gely uccouul^ Cor Uie exceMMlve fuet
I mill ion a! these Ktnrions.
st^ttm-friifiiies the fuel conauiiintiou lias K<^iiera11.r bt!«n rKckoned ou
DdicaKMl hrii°«ie po'vpr. At fiiil-pouor trials tliis was sntisfncloi
Ch. ttx the intcriml friction is then iisimlly n Miiiall fraction of the tor
»«ri-iiiieiii. lias, liowovei*, shown that the iiitfi'ii[i.l frk'tion is nearly
, and heuct<, wl>en the eneini* i* Mchily loart«l, it« iiipclmiiical eflloleney
Mitly reduc>>d. At full land sninll •TiKint-s hnii.' n nii-cliunii-ul eflioieiiL'i
I 10 0.8.1, and larjce <"iiffiiifs iniirhi reach ni Immi OP, hut If tlm internal
On reniaiiipd ennBtftnt tliis efilciencv »'i<ulii lit- iiiiich ivduced at Inw
»-». Thus, if nu piibIih* " orkiiig at ItHriiiiiioaieJ hoi's*? jKiwer had an effl-
y of O.N'i. ih'-M wlifu the iiidicateil iKiist'-powiT Ml to fiO thi- effHcii»B
►—power would he ft.^ horiC'iiower iind ihr effleieiii-y inily ll.*. Similarly,
horee-power the effrctire horsf-power «oiil<l be 10 and the efllLMt-iicy
r
m
- on a Ciir1i«8 eu^iiut! at C'i'i>U8i>l tfAvi' llie tollcwing rosulls :
-rat full lond 1.0 O.T-i O.BO 0.25 0.
iiechanical etfloieiicy I» IW 1)79 U.74 0.03 0.
'-■<jn,U'ii.-iiu(f. " " 0.8(1 OM 0.78 0.G7 0.1
light l<iad!< the economy of gas niid liquid fuel engines fell off eToii
* rapidly than in sti-arii-tirpin»'S. The engine friction was large ami
ly coDRtant, and In some cases the combustion was also less perfeet nt
loudii. At the Dre.MlHii tVntial Station the gns-englues were Itepi
fing at nearly their full poiver by the use of »torage-butt«rie« The
tt« of gome experiments are given below :
Cfe toad, per Ua.'t-eiigiiie. eii. ft. Pett^Dleum Eiig.
5t of fun of ilHH |jer Brake Lbs.of Oil per
JVjwer.
100
75
se
H.P. per hour.
23.8
28.0
^0.H
tw.a
B.H.P. per hr.
O.M
1.11
1.44
S.SS
4.25
Petroleum Ei
Lbs. of Oil 1
B.H.r. per hr.
0.89
O.B»
i.ao ■
1.83 ■
3.07 1
lleam ronanniptlou Of En{i:lneii or Varioim Slzoa.-W. P.
Will (f'ii.>4sier's Miitinzini', lHti4j iriw.M a table .sliowini; results nf If* ie-<ts of
^iiwi of iliffeiTiit types. In iKiri-oiuilecisiiig simple eiifflneK. (Me sieani
muipti'iii ranged from <i.'j ll>r<. per tiour iu a .Vhorsep.-iwer engine to ■-'"J
IB a rtl-H.P. Harris-Corliss engine. In iitm cuniieiising eorn|>iimii1 en-
's, the uiiiy type te,sted was ilie Willuns. which ranged from CT IIih Iti ii
t.P bIo« Kjieeil engine, I'i".' ft. per iiilniile, with steam presjiiir*' of HI lbs.
S.illis. in a (O-K P. engine, 401 ft. per iiihiule, with steam- |il'essure Iti.'j
A >Villttii< triple-expansion nou-eumienging engine, 39 H.I'., 17'J Mis.
islire, and -100 ft. piston speed permjniite.gave n eonsuinption of 18.,'^ lbs.
oniteu-<iogenginis. nine tests of sjniple engines gave results ranging only
1 18.1 loC*-? ll>.s , and, leaving out a beam piiiiiping-eng(tie riiimingat slow
tl (5!4d ft. per ininulel and low steaiii-[iiHSBure (J5 ILs.), Ihe range is only
I lis.* to IB.8 lbs. In comixmnd-conilensiiig engines over 10(1 H.P.. iu I.S
. tii« range is from 13.9 to M lbs. In three triple-expansion engines the
■P« are 11." I'J 2, and l'i.45 lbs , the lowest being a Sillzer engine nf 860
Id marine i-ompniind eiigiiiei:, the Kusiyuma ami C'ldcliester, testeil
rr.; KViineilv, gave steam fousiiinpllon of SI. a and 'J1.7 lbs.; and t"
'irtar Iriplc-expniision engines gave t.i.O and Ifl.nlbs.
most favorable reHiilts whieli I'uu be regarded u-s not exoi
■ •■ai-s that In test trials, with constant and full load, the ex
(ci^atn and coal is about aa follows:
Per ludicAied HorsB
power Hour.
'steil
I th^
p«B^
of Engiae, ,
Per 'EtttclWft 'ftw**-
f
I
THE STEAH-EKGIKB.
These may be regarded ns mini mum values, raivty sitniuacAl
(ticiftil iiiHChiiici-y, anil only I'Haolieil with Tery ftoorf nudf
fiimrHl'l'' (••itiililiniis of n it-st liisl.
Small Enelnea and Gnsineii virltb FlurlaallncJ
ustmlly very wustef ill of fiii-l. Tlie fullowiUK tlKures, liliJHtru4
economy, uVi.' i^veii by Prof. ITiiwin. CnssiiT's ifngntiur. IfWi
CoAi. roKfirmTiON PKB Ikoicatkh Morse-powkk lit SlUU
In Wiirki>h<n»< i» Pii'iiiiii(rliaiii, Ene.
Piv.lialiltf I.H.P. xl full lonil... Vi 45 W <» T3
Ai'iTftK'' I.H.t'. iliirliiR obner-
vuliou -Wj
C'"mI prr I.H.P. pi-r lioiir diir-
iTie iil)Hi'rvuiioii, IIhi .Iti.!)
7.3T R.t: 8.8 a.« I
VI .« ?J.61 1S.1» U*
U IK liiigf-lj to ri*iilaci? Micli ciijiiiu-s «« (lit? bIhxb tlmt pow»f »1ll
IriWuted friMii ci'iilial MiHtii-ns.
Steam roiiDiiniption in Small Ensln»«.
TwtK at Riiyal AgHcultural Sool»'ljr'« show at Plymouth, Eng. li^
iug, June ^, 189(1,
Ratftd U.P.
Com-
pnim<l or
Simple.
Diaiu. of
CyliiitlWB,
Stroke,
inx.
Max.
Stetim
pressure
Peri;
I-
li.p.
l.p.
l-OBi
.1
3
elm pie
Qofnpoutid
simple
1
"'«
10 tB
6 no
T4 73
1 W
11. r
Slram-coDKUiuptlon of Entclneti ■( Varlon* M
iPriifs. Denton and Ja.-uliii-. Tmiis. .A. S, M. E., x. Ttit-W • »*
iion-eondensiiig, fixed oul off, Meyer vulve.
Stbam-ooiisdjihtion, I.BH. pitB l.H.P. I'lta Hcpk.
Figure* taken from plotted dianrram of rraiulls.
RevK. p»rmin S IS 1(1 20 Si Si 10 4H U !
U cut gir, lbs 39 35 »> 30 iD.i -a »: W.S SB* I
M " " 89 34 31 29.5 38 aS.4 ix !K5 ST I 1
4 ■■ ■' 39 SS 34 S3 a-i 30 S ifll.S ■JA.t -H.H I
Stbah-ookbomptioh or Sahc Kkoinc: Fixid Spcu>, to Bkt«^ n)
Varying cut-off compared wltlt Uu'ottU«K-<!>'8'i>* tormitm hMl
and boiler-preasures:
Cut-off. fraction of stroke 0.1 0.15 0.8 OSS OH 0 4 0.9 ••
Boiler-preuiiurt!, 90 IbH... 29 ».B i!7 «7 yr.V r: s « S ...
OOlbB.. 39 ai.-.> S3. -J 31. .'i 3|.( It1.)| M.tM.1
THnoTTUNO'SiioiiiB, % CiTt-orr, roii CokHnu^>Mui)«n Howtartl
Boiler-pressure, 90 lbs... 4'i S! St. 6 31.3 ta.K
eOlbs M.I 40 40. tl 44.* 4i
Some of the principal conduslona from thin wtHmi <■( t«Mi*a<«|
1. There is a distinct (cnln in eci>ri ' •.■■■, .•.-.,
>k> H. and 1.4 cut-ufi at 90 IbK. pn-
otit-olT Is at tlii> rote of I. I',' lb
revoliitiofi p«-r minnle from 8fl l<i ... ,,.....«. ,,-■
wal<'r below 'ill reviilutUiD». (^\«o, a.v nW •s.v"*^^^ <^b« '% Ciili
uornlr<al lliaii either the V4«>T Vtecw'.R
" '■'>■' ||>a. boilerure»«ureai»>VaV>o'«»'Vik«'"\"''^ ^..v..'.^
< hoiu 3W lesa »te*uv tVinn U. «tov «n w-T-s
same condWo..* v>;UV »ftj^^\^.,,, „
PERFOBMANOKS OF STKAH'BNOIKKS.
?87
MH<ut ))(, requires about SM more iiteani than for the latt«r
•ton-npeed In EnElnea. (Proc. Inat. M. E., July, 1883, p,
rpvdo iKial is an excfUeiit example of the ailvanct; tonrards
and shows what can be accomplished by dtiidyin^ li^htueKR
rth in eonibiDAtiofi. In runuiiig at 'X^ knutM an h<iur, an eni^ui*
ders of 10 in. stroke will make 480 revoluilr.ns jut minute, which
ft. per minute for piston -speed; and it i» remarked lluit en^inea
■ that hi^h rate work nmch more smoothly than »( l4iwer spe«i8,
he difttLMilty of luliHcatlon diniintebeii ax the Kpet'd increases.
h-«peed Corllis Engine. —A CorlifsK eng-ine. VO x -13 in., haa
inK a wire rod uiill at ilie Tri'nton Iron Co. 'a works since 1877, at
lth)n» or IIJO ft. pi.slon-speed jier minute (Trans. A. S. M. E., li.
iton -speed of laOO ft. per min. has been realized In locomotive
Imitation of Engln«-<ipeed. IChus. T. Porter, in a iMper
imitation of EnBiiie speed, Tiaun. A. S. M. E., xiv. 806. ^— The
imitatioi] to high rotative sjieetl in Klutioiiary reciprocating nieam -
not fouad in the danpe r of heating or of excessive wear, nor, a.s
lly believed, in the centrifugal force of the Hy- wheel, nor In the
io knock In the centres, nor iu vibration. lie ^ves two objectioos
;h speeds: First, that "eiighies ougiit not to Ije run lus fast an
«;" second, tlie large amount of waste room in the port, which
d for proiwr Kteam distribuilaii. Id the imiHirlant respect of
3l«team, the high-speed engine has thus far proved a failure.
a wa-H looked fur from high speed, t>ecau.>« the loss liy eondeiisa-
{Iven 8iu-faco would l>e divided into a Kreater weielit of slenin, but
rtatiou has not beeti realized. Fur this unsatisfuctury retiult we
f the lilame chletly on the excessive amouut of waste room. The
iiethod of pxi)reB.siug the auiount of waste rnr.ni in the percentage
It to the tcital piston displacenient, is a mlKleodlDg one. It should
led as the percentage wliich It add» to the length of Hlenm admig
•example, if the steam is cut off at 1/5 of the utroke. Vf added by
room to the total pistuii displacement lueaiiv 4ll:< added to the
8t«am admitted. Engines of foiir, live and six feet stroke may
)e run at from 700 to tSOti ft. of piston travel |iei' minute, but for
lizes. says Mr porter. 600 ft. per minute .should lie the lltiiit.
nee of tbe Stoam-JBCfeet.— Testu of nimieroiis etiglnea with
tit steam-jacket.s sin»w un exceiHling diversity of residts, ranging
f from 305 saving down tn zero, or even in some cases simwing au
I. The oplnioouof engineers at this date (1894) la also a." diverse aa
I. but there is a tt'ndency towards a. general Ijelief that the jacket la
lalde an appendage to an engine as was formerly supposed. An ez-
lumi of facts and opinions ou the sleaiu-Jacket is given by Prof.
in TranB. A. S. M, K.. xiv. 46-.;. See also Trans. A. 8. M. £., xlv.
I«; xlil. 176: xii. 4S6 and l.MO; and Jour. f. I. April, 1891, p. 87C.
ring are a few stalemenls selected from these papers,
dtsof tests reported l»y the research oomiiilttee on steam-jackels
by the Briliah lustituUoti of Mechunicnl EuglDeei-s in IH8U. indi-
ereoMd efflclency due to the use of tliu steam-Jacket of frotii M to
iccording to varying circumsiaiices.
OBseris that "it has been abundantly proved thai steam-
e not only advtsahle but absolutely npoessniT, in order that high
Kpanslon may he elllcleDtly carried out and the greatest possible
n heat Httaiued,*''
od finds tlie gain by Its if-e. under the conditions of ordinary
la a general average, to be about -:XK on .sniAll and Si or W on
nw. varying through intennediat« values with iDt-ermedlnte sizes,
nderstood that tlie JHcket bus au eiTectivu circuliitioii, and Ihnt
8 and sides are lackeled.
trUnwin cotuiuers that " iu all (^ase8 and on all rylindent tbe
useful; provided, of course, ordinary, not superheated, steam is
the advantages may diminish to au omoimt not >xocUi l.\\e \\\Xvt««>v
oafc,"
rCotterUI says: Kxperlonca ahown tlial a aleivm-iacVeViaftANii
■t tbe amoaac to U' gain tai will vary according; to c"vvc\m\«tr " '
«as K mar be that the advantage is amaU. UreaV
rja^etfug. '""^ '"^"^ ^"*' »Pe«»a* »«• <>* «'*''B
I
4
788
THE STEAM-BNOINB.
Mr. E. P. lyeavltt lias expressed the opitiion tlial. in Mi
jacket* piodiiee nii Im'i'ense of f ffloleiicy of fr
III the Psiwlucket puinpiiiK eriKiiie. 15 and
s(eivmi>i'e?8uie Ii5 lbs. gaiigp, cui-fff Vi '" I
baripls oiilv jncliettO, the siiviiiK bj' ilic jack.
Tlie miiicrinliMidPiit of tlie Holly Mfg. Cc
says: "In ivjjnnl t-Dlhe beueflls ilHrived fnui
ejlin<1erF, 1 am soriiewlial of a skeptic. Fr. .
Kineft auti tests mn-le I am yet to t»e conviih
viiliie in llie sleam-jncket." . . . "'Yotiiiii.
is no difference."
Profesusoi- Selii-Otoi' from his work on the triplc-expantion
Ijui'if. ami from the result* of his tests of the Jacket pfl
engine uf the Sulz«r tyiM! in his own lalioi-atiny, conctii
of the jacket moj- vary willilu very wide Ihnlts, or -"
live. (21 The Hliorter tne ciil-olT the greatrr II.'
(3l The use nf hlKlier pressure in il,
The pix-ttter this •
jacket.
iji'otInce& an advantage.
DiRli-pnwsuie cylinder may be left iinjiickelr
otheiB should iilways be jacketed.
The test iif the Lnketon trlpleexpanslon miiiipineeii^n
of 8.3* by the use of the jackets, but Prof. tVcniuu points*
M. V,., xiv. I4I'J) that all but III;! of I he gain was aticribaliki-
riinpe of expaiiHion iiwd with the jntkets,
Teat of a Compound roiidennine Enelno wltk I
ont .rackets at difi'ereiit Loads. (R. C. <
M. 11. .\u. ^-'S.i—Cyliiidc-rs Slant 111 m.:- II iii.slioki
rated capacity lOOH.P.: i'Oo revs. per mtn. Vacuum
of several teste curves are plotted, from which the follow tug pr
aretnkea.
Indicated HP 9040500071)8000 100
Sieaiii per I.H.P. fH;rliour:
With jaokelB, Ills -iJ.O 41.4 "iCS lO.D 1» 18.7 IM I8.»
Without jackets, lbs 22. 20.1 IM 19.8 18.1
Saving hy Jacket, p. c 10.0 7.3 i.6 i.l 1.0
Til 1 ..s aclue loilie Kreat vai '
Ihf' ' I as reported bv di(r>->
tii-ii I uiipeiu-s that when rum
lOO H I' " iiiiout jackets, very little saving K inrt.V
^Vhen ninninj; light the jacket umke« a coii!iiderBbl« sAvlng, i
loaded it is u deirjnu'nt.
At the load which 0 ■ i
injackeiti, or IW HI
at a load of 00 H.P. : -
rhape iif the curve imli -iiit •■■■■•' ii.liiiiiia^-e
be still Kri'iiicr at |it;hi>T |. 1 P.
ConuterbalaavlnK I.i . ii. ^. I'rof, L'nwlu R<*e* I
countrrbBlanciDg vertical et>i;inei$:
»r, = w-.T;
p
n which tr, denotes ihA weight nf ih« tMlanor welshl
m wDicii ir, denotes u%n wetgiit m ui« iMlanor wew
Itacenireof gravitv, ff, the wfight of the crank-t>ln
tbi) couuecting rod, autli Uie length of l)ie crank, f
rev b<M
»r. = «( If, + K-/ to mH\ + H',!^.
in which H'l denoleM lUe wetK^l ot V\\« v'^<>v^< VWuMk-xott,*
</i»iitht<i li/ilr ,,r 11,.- vi.-iL?\>\ id >,w viM,v>.<\v\>i^ Ti»,\,
»Mch iVw <='**'
1 ■.(.v» v.. .rvMJiK' m» ;
PERFORMANCES OP STEAM-BNOINBS.
1
■^niinir vihrationn of Rnfflnes.— Many migursstloiis li
'~ ■ • iliK Tihralion ami noist* nftendant on the woi-kldK
1 CO «'ii] ployed r.o riiu rljMianios. A l>1an which hns
^^■' - - ' 1'' t" liuilj hair-felt into the faiiiiHatlons riF the
^^t An rlectric oompany has had a tti) Iiorsepower enelni? rmioved
^^HoundMluni?. wliieh wiire thon taken ii|i to tlie depth (if 4 ft^i't. A
^^B<>lt& iuchestliick wHstheii plained iiii the ri.iiiidB.i!onsand run lip'Jfeet
^^Be>i, and on the. top of rtii^tli^hrickwoi'k xvns built wv^Sitft'ty Vulve,
^^^•«ngin« Pouudatlons Kinbeddcd In Air.— In thesii^r-
|H9«>f i'laiis tjprwkels, ai Hiilud^-lphia, I'a.. tlie t- iigniesi are distrllmled
WtsOIt all over the hnildings, a lai'Kf proportion of tlit- in being on upper
*- Boiiie are boiled to iron Ix'ams or girders, and are consefjiienily
nt of all foundation. Some of these engines ran nolselt-Bsly and saiis-
w, while others produced more or less ribration and rattle. To cor-
|3atter tlie enKiDcerssuspeii'led foundations from the botlouiii of ihe
i80 that, in looking ;it llieni from the lower floors, they were literally
Jlu the nir.— /i oil A-ie. Mar. 13, ISIIO.
r»r Coal Tor Stcam-poiv-er.— Tlie following table shnnf* IIik
|ltnd the cost, of co4il per da.v anil per year for various hort^powers.
I 1000, based on the assumption of A lbs. of eoal being useil per hour
^power. It is useful, aiming •■clier thiDK*. iu estimatiiiK the anving
^ be made in fuel !>}' .sulisliliitine more econi>rni<;<il boll>M'<; and
.J for those already In use. ThuH wjih coal at (,1.00 per ton, a savliii;
BOOO per year in fuel may be made by replacing a steam phnil of IWKl
juiriog 4 lbs. of coal per hour per liorae-iwwer, witli one reqtiirl
la^^
CoiU ConBUinptlon, Ht 4 lbs.
per H.K Iter hour i 10 bount &
d^ ; vin dikyfi In a Year.
torlKif Steam Heat.— There Ih no satiifactory method forequalizitig
1. (•iiL.'inesnnd lK)llernin eleutric-li(jht statioDS. Slorajte-batterlca
It they are expensive in first cost, repalvs, u.«v\ aWfeWtoW,
■ifon, pnjposeH to store liejit duriUE the li&y \v\ ftV'<'^^*^Vi
I'rs. ,A8 t/if water in the boilers is ra^seA vo-itwWus-.v^w
I ci)itiJijL-rt;J Co cyliadricnl reservoirs resemf>UnK V".,nRVw\v XwivViww^a
Be/ Btoivtl thei-e for use m /jhii wantt'd. Ii» vhi« way a, c«ttiVVl»^'"'
trplantcHn he um-H for /uviiiiiK il,e water to«« \Vi». v"
»e ivreaty.four hoiins of tlie day antl tlie Reared w**
o«»tMnf time, aocortii,,^ to llte^aguUude irtttt*^
790
THK 8TEAM-ENGIKB.
I
st«ani-en(riDe8 are to be worked by tbe 8t«atn geoenlti*') hr ih*
pressure from this water, and the valves are to be nr .. ■
I liat Mit! eifum Rball wurlc at 130 lbi<. pressure. A r- I
liiiil SO Ct. loni;, contaiuing 84,000 Ib^. of bealed wa ^
would supply 5J50 Ibu, of gteam at 130 lbs. pre-^-
tion of a coiideiiship eleclriolltfht engine Ix
bour, sucb a reservoir would .supply '.'SB ellf '
1ST8, ill France, Ibis meilioil of storing eteatii av >
M. Krancq, the englut^er, desif^ed a KmokcrieBtilocoii.
power supjilind by a reservoir containiog 400 gallm
pressure, flie reservoir was charged with ateam fruui a si
nt one end of llie traimvny.
Coat oriiteain-poiver. (Cba«, T. Main, A. S. M, E.,x.
costs lu New Knglaud in IBSS.perliorge-powei-, based on eogl
Compound Oxiil
Engine, la^ r
i. Cost engine and piping, complete SS5.00
'i. Engine boil g^ 8,00
•I, Kngiue foundations T.OO
■I.
Total engine plant.
40.00
5. Depreciation, IX on total cost l.t»
«. Repairs, 23( '• " " 0.80
T. Interest. W 2.00
8. Taxation, 1. Won »i cost 0.45
D. Insuraiiee on engine and house 0.16&
10.
Total of lines 5, 6, 7, 8, 0
5.015
1 1 . Cost boileni, feed-pumps, etc 9.S8
13, Boiler-lioune S.W
IS, Cliimney and flues 8.11
U.
Total boiler-plant 18.88
1.^. Depreciation, Sf on total cost.,
Hi. Kepalrs, a? " " " .,
IT. liitereiit, 5}C
19. Taxation, I.Sj^on ^ cost
1 9. Insurance, 0.5^ on total cost . . .
SO. Total of lines 15 to 19 SlNK
dl. Coal used per LH.P. per hour, lbs I.TS
SS. Cost of coal per I.H.P, per day of 10J4 eta
hours at $5.00 per ton of £H0 Ibe 4.00
2S. Attendance of engine per day ..,. OlM
34. " " boilers " " 0.61
'&, Oil, wa^e, and supplies, per day 0.96
as. Total daily expense 5.88
ST. Yearly running expense, 806 dan, per
„ , '"»' r!7.?.. ...$i9jm
W. Total yearly expense, lines 10. 80, ud ST.. W.Oet
•JO Toinl yearly expense per I.H.P. for power
It M^ ot exhaust-steam ia M«e<l lot Y«ax.-
htir ■ftWi
Tom If ai I e.x . steam la used tor tkeaVin^s.. . . MBfc
ll«.« exhatist-fiteiun "'• » V*^.?5 l^'JcS^T^ISJSiAt
EOTABY STEAH-ENGINE8.
791
■om tlif' cost of the («tal Amount of stefttti K^nerated, in order
e cost properly chsreeable to power. The flcures in lines 29
iseii nn an assumption made by Mr. Main of losses nt heal
S5; beineen Ihe boiler and the exbaugt-pipe, an allowance
bly too large.
ROTARY STEAnt-ENGINEA.
binea. -Tlie steaiu turhiae 1.1 a small turbine wlieel vhicb
ni an the ordinary turbine does with waler, (For description
and the Dow steam turbiueu nee Jlodern Mechanism, p. M98,
iia turbine is a series of parallel-flow turbines mounterl side
aft; the Dow tiirbiue is a sieries of radial outwnrd-flow tur-
ike a aeries of concentric- rings in a sinf^le plane, a slaCionarjr
g between each pair of movable rings. The spep<l9 of the
enormously exceed those of any form of euKiue with leclp-
oreven of tlie Ko-ea1Ieil rotary engines. The three- ami four-
of the Brotherhood type, iu which the several eyliuders
iu|>ed radially about a eomnion crank and Khaft, often exceed
japer minute, and have been driven, experinientallv, above
team turbine of Parsons inalces 10,000 and even 20.006 revolu-
Dow turbine Is reputed to have attained i^OOO, (See TranB.
1. X. p. 680, and xii. p. 8«P: Trans. Arsoc. of Eng'g Societies,
I; Enp'g, Jan. 13, 18SH, and Jau. 8, 18»2; Ena'g AVict, Feb. SJ7,
turbine, eibibiteil in 1889, weighed 88 lbs., and developed 10
nsuniplion of 47 llw. of ateani per H.P. per hour, tlie steam
ig 70 lbs. The Dow turbine is used to spin the tly -wheel of the
jdo. The dimeusiuns of the wheel are 13.S In. diaui.. e.5 In.
I of gyratiou 5.67 in. The energy stoivd iu it at U>,WX) revs.
1,0(10 ft.-IbB.
It'ti/ Steiiiii Tuybine, shown at the C'hicago exbibillon.
lion wheel somewhot similar to the Pelton water-wheel. The
rected by a noxzle asuiiisl. th« plane of ihe turbine at quite a
od tangeniially at^lnst the ciruumference of the medium
be blades. The angle of the blades is the same at the side Of
I discharge. The width of the blade is constant along the
Bs of the turbine.
■ expanded to the pressure of the surroundings before arriv-
les. This exfMinsion lakes place in the nozzle, and is caused
lug its sidesi diverging. As the steam pasjjes ttirough this
iflc Toiuine is Incnytsed in a grc-ater proportion than the
if the cliannel, and for this reason its velocity Ls increased,
imeulLim, till tlie end of the expansion at the last seclional
.!«. The greater the expansiiiu iu the nuEiie the greater il«
point. A prei-suie of 7S lbs. and expaiieioii to an absolute
Btiiiosiilieie give a llnul velocity of a1i"Ul Stii'i ft. per second.
rOlhlTied fiiriher in tills steam turbine limn in ordiiiar}' sleam-
accoiiuiof the steam expanding completely during Ita
3 of tliesuiToundings.
« greatest |>o.H.<ilbl« effect the ad mis.sJon to the blades m list
owB and the v»lncily of discliarge as low as poRsible. These ^
luld requiin in ihe steam turbine un enormous velocity of
high as KiOO to 16.Vi ft. per second. The centrifugal force,
uta n liFiiil to Ihe use of veiy high velocities, In the •> horse-
the velocity of periphery is 574 ft. per second, aud the uum-
08 3t),O0O per minute.
fully the turbine may he manufactured it is impossible, on .
"tineas of Ihe iiintei ial. to get its centre of gravity to corra- I
Its geometrical axle of revolution; and however small this
.it becomes very iioliceable at such high velocities. De
ed in solving the problem by providing the turbine with a
This yielding shaft allows the tuii>ino at the high rate of
t Itself and revolve around its true ceiitre ot btslvW.^ , \.Vi%
e shaft nwaawhlle descrlliiug a surface of revo\viUoiQ.
-ho* the speed jk n-diieed from 30,000 tevo\vM\o«i* Vo?RK» ]
■i rerun the turbine simfts, which sets In n\CA\c>v\ a. cto%-ii
//« own itlarnfitfr. 'J'hese geaiings are provideid »»\V4k»VVVl8
"'■ iranxnils^ion of tbf puwei'.
r
I
I
I
79S
THE 8TKAM-EN01NB.
I
Botary^ Steam^enelnea^ other th&o Hteam tui
iiiTeiit<?d l>y the thoueauiK Uiii not oue hnn attained a
The (Kifisible advautAiR'R. such as savlnir of space, lo "
eneii'f iira ovephalonceil by its watte of steam.
The Tourer 9$pberlcal KnfElne, one of tbe moat
rot«i}-t?iiftine, is de--i't-il.ieil in IToi-. lust. M. E., 1B8&,
Mechanism, p. -Mi.
DinKNSIONSOF PARTS OP ENGINES.
The treatnieiit of tbi8 suhjeet by the leadiiie authontir* on tint Otm
(rin« Is very uiiNatii'fsc-tory. lieiiii; a I'oiifiii^od nmss of nilis aDii iDf
based partly iiik)ii tbeoi-y iind paii'y nii..ii i,r..-i..u ^ ifH
shows an exceediiiR diversliv oT
treatment eivt-n below i.scliipflvtl:-
SeatoD, Unwln, Tliursiou. Murks, ^
tlon of a series ut nrtielps by the aiithur fiu.
vhinitt, in 1891. with many Bltrralions and nin
der to make a compai isoii of many of the fen ;
to the assumed casvs nf nix engines of dilTrt^riit »i/r<C I
this conipaiison has led lo the coDbtiiictlon of new fnmtli
Cylluder. (Whilham.i— I^n^lh of bore - ...it-.
ring — ^ lo ^ in: lenclh belwfen heads = >.!-
siuii of clearaoceii ai both eujK; tliioktieiv • iireadll
ibickues9of flange on one side to carry the i:..^ , ^kiuaaa <
pUue.
Thlcbnees of flan^ or foHower. .
For cylinder of d&meier
10 in.
ISL
Clearance of PiMton. (Seaton.)— T)i.> .
the iiize of the engine f/oni tji to ^ in. fc
^ in. for each working joint. Karal ai .
have a larger allow auee. In a vertirul •'
wear so ai* to bring the piston n^-
innrnnls. the crank-iiin brassesi. «i
Thlekneii* of C'yiindrr.
ty|><.r- UJI.1 under muderatr steuin i
years restricled the xtreus lo abfjir
t = uptD + b.
. ■•. r.,,(ii
.iiiv buUdera !
r s>|. ill.
, A and b b«jlng thicTm»«s dli\m
'II 0 to W in , all In ;i ' -
. ill ill this eX|
yliiiJe|-s. as, for •
ta • common proportion
added quantity r. :
anced «reimi-pr.
horizontal tliaii •
in the one case nn.i I'.v m lOc other, the one
the other. The conxtnnt a in from O.OOM to i> •
cal rylinder«, or shon strokes; the Becofi f
loHK SI rokea.
ThlrkncAH or Cylinder and Ita r!onn<>rttoaa
Kiielnea, iSvi)ioiii.--/> = the dmiii »r iliec) lindrr in ti.i (j
Hie Kafety-valrt-s in lbs. |>er «q. in.; /, a ct'Ustaitl miilttplirr
ban-el 4- So in.
Thick ne*A of metal of cylitider barrel or liner, not lu Im
8U00 wlien of cant iron.* ,
TbiekiMaa of cylinder-barrvl = ^JL + C,« l«. . . ,
" IIOBTS 1.1 X/.
I of liner when ot »tt«\ p y, D -»- WS6 \ ^"i
met&l of «te»i»4-\>ort* = 0 * y, t.
^ftWeArtx s*4e» =I\.«&>.1-
■ no* tha* B;\»»n ^U **« »l>oi»« va
DIJIKS8ION9 OF PABTS OF BKOISKS.
metal of »ftl»e-box eor*rs = O.T V r
" crUnder bottom =1.1 < f. if PinKlr thick
" " •• = 0.65 X /. if iloiibl* '■
" " corers = 1.0 >, /, if sintjle "
" = 0.6 X /, if double *•
' c.r1iiKlpr flaDfce =1.1 x/.
' *■ cover-flanK* = l.S X/.
'■ »alre-box " = 1 .0 X /.
•• (liwr-ltaoee =0.9 x/.
> ■* f Ace over ports = l.S x/.
' " •• " =1.0 x/. vh«n llierpissfnliie-race.
' " falae-face = 0.8 :>: /. when cii-«i iron.
' " " =0.6 X/, when rteel orbi\iii«f
ixn givv8 tlje followlDK from dlfferj-nl »uthoritl«s:
IV«nB»renJ< = ««™"^+''"Vl>; (ft)
J f = 0.03 \Dp 16>
^-'-•- '='^S^^ <^'
Weisliacli; f = 0.8 + O.OOOSSp/). (8f
Beatou : f = 0.5 -(- OOOOlpO (6>
TTiunr-ll- Jf = 0.0004p/)+M(vertican; . . . . .110)
MMwr-ii . ,/ = o.0005p/^-f-^(hori«)lnal) (II)
ttv tomnieiids (6> where provision to made for tlie rebotlnif, and
t Hiifuiirili and rigldltj- are secured, for horicoutAl or vfriical
large or siimll diameter; (9> for large cylinders using steam
I. gauge-preasure, aud
( = 0.003D vJ'orsniBH oyl'nile". (IS)
Marks gives t = O.OOOSSpD. (18)
ia«niAiIcr value than la ^Vtea bv the other foruiuUe quoted; Imt
lys that it is not advl,sabl» to malce a steam-cylinder tesw than 0.7&
; under any rlionmsiarices.
I'IowIkk loi'le pivps the calculated llilcltiieBS of cylinderH of ettiflnes
Ed -V) III. diani.^oMKuniiDg^p the tnaxliniini titibalaiiceil pressure on
- KW lbs. per »q. In. .\s the same pnKiiit"* "ill \w OHxd fi'r calcii-
Iher dii«(?nsioii». other particulars concerning iheni are here
r reference.
rilMCKSIONS
, BTc., OP Knoinss.
So, .
1 and a.
8 and 4.
tt and 0.
il horee • power l.H, P.
■cyi . In b
'eet L
\ riilD .• r
60
to
1 .... i
SJ60 . . las
500
78 M
4it
7851
100
4M
?^ ::: ^
6Ii(1
70d H(l
it-2 ;i
70.1180
too
liUW
60
4 .... 8
00 .... 44
700
niaton, sq. in o
IjBUve prrssure . M,E.P.
Btinbnianced press ...P
lUdX.S
30
lIKl.S.'iO
100
r
1U
THE STEAM-KNGIiTK.
TniCKIIBM or CVUMDCR
»Y KottHtruA.
watjin i O.R, chart Ktroke.
""'- " ' <>A kioir stroke . .
■16 . . .
.03 \ ni>
1 mul 2.
3 una 4.
lUtW '^ "
(8) .ootmpn-^-os
(V) .00WpD4-05
i.lO) ■«»^lu^ + ^ (vertical* ..
til) .OlXX%pO 4- k iliorixonUl) .
(1I> OOSn I ji tsniallencrines)..
(IS) .UO(W?;i/)
Avtraffe of flrst eleven
.90
1.00
.SO
.57
.«0
.OS
M3
.BO
,&3
.4U
.80(?t
.79
1 TO
8.00
.M
1.40
1.18
l.M
j.n
1.79
1.70
l.«
1.68
Band!
1.4S
1.50
s.oo
i«a
l.U
I IS
i.n
1.46
S.W
3.11
a.a
t.tt
The nir^raKi? corregpnnds uekily to the formula t = .OOOSTDp + 0.4 in.
comrFiiii^nl ai>pruxiiuation in t ~ .tMiiD}j + 0.3 iu., which gives for
Dlnnu'H'r* 10 20 30 40 50 M hi.
Tlilfkiieswes .70 1.10 1.50 1.90 a.:» S.TDto.
Till' In.st foriiitiln rori*«pon(iK to a tt*tmllp strength of cajst iron of 11
llw.. with n fiii'tivr i-f Kafnty of IObjhI an allowance of 0.» in. for reborinj
Cylliidrr-lipads. -Thurston nays: Cyhnder-heails iiinj l>o triToi
IliU'kiii'sst, ut ilie ftli^k mill in tin- llajiR«i, pxcotnline somewhat iliatof
•■» liiidiT. All cjcLfiss of nut IfsH than SMiJ is luiial It may bo Ihiuuer ID
niMitliv WlitTi- nrndf. a-i is usiia] in larg'e enKEnes. of two disks with W
ui(.Nliiile rnilluiiMK. connn-tlnfc ribs or web8, that flection wliicii to I
against Hbearlnic is probably ample. An examination of the derifnt'
experienced bulldera, by Proreuor Thurgton, gave
/ = -^ 4- W inch.
i> toeing the illameter of that circle In which the thickness is taliesi.
Thurston also glYes f = tKBB i p -f 0.36 I
Maries (fivea / - O.ijOSD iy I
Hb nlno aaya a (rood practical nile for pressures under 100 ib». persq. A
lo inal<« till' thlcltnens of the cyllnder-lieads I^4 times that of the »rall»;M
upplylng this factor to his formula for tliiclinBas of walls, or .OOKfpD,*
have
t = .OOOSSpD
Whithain quotes from Seaton,
' - ^'^mo"*' '*^'*^*' '* ***"*' '^ .OOOSpD + .85 Inch. . .
Spalon'g formula for cylinil«;r bottoms, quoted above. Is
* = 1 . 1/, fn which / = .000 >pO + .85 inch, or t = .OOOfflpO + ■*•
.IpplyInK the above formui» to the engines of 10. 80. and M Inchfs
l«r. with maximiiin unbalaticfd steam-pressure of 100 Il>8. per sq.
have
Cylinder diameter, inches =10 30 SO
(1) t = .OOOSlDp -I- .«S
(2) t= .OOSO ip-1- .!»
(.3) t = .0<i3D Vp
(4) t = .OOiWiTH)
fB) t = OOORPp + .S5
.:^p + .»8
DIMENSIONS OF PABTS OF ENGINES. 796
16 to 18
14 to 19
11 to IS
9 to 10
I
1
%
«
Teraee Ib *xpre»a*d by the formula/ = .00(i86Z)p -f .81 inch.
r'B "Vodem Loooniotlvf Construction," p. 34, f^rea for looomotl*6
Mie«d8 for preisBuresi up to I'JU lbs
meters, io IS to 33
>«».ln 154
Kthe pressure at 120 Ihs. per sq. in., tbo thiolcnesBes \H Id. and 9^ in.
tndera 33 and 10 in. diuui., respectively, correspond to the formula
»S5P)'4 :i1iiic-li.
>>atlflrened Cylinder-cover*.— Heaton objects to webs for
ne eiksL-irou oylinder-covers aa a source of danger The strain on
I IB one of terwiaii, and if there sli(jul<i be a nick or defect in the
dee of the web the duddeii application of strain ig apt to start a
He recommends that liiKli-pressure cyliudera over 2-) in. and low-
vcrlindem over -10 in. tllam. should hare their covers cast hollow,
ro thielcuesses of metal. The depth of tlie cover at the middle should
Jt \i Uie dfmii. of tlie piston for preBsures of 80 lbs. and upward*,
nor the low-pressure cylijider-cover of a compound en>;ine e<|ual Io
tlie high- pressure evlirider. Anotlier rule Is to make the deplh at
Idle not less than l.S times the diameter of the piston-rod. In the
Na»y the cyliuder-covers are made of steel ca8tlDi;8, 9i to it^ iu,
fenerally cast without webSj stiffness b»ing obtained by their form,
IS often a sprif.x of oorrUEBlions.
ader-bead Bolts.— Diameter of bolt^irclu forcyhnder-kead —
er of cylinder -}- -J x thickness of cylinder -f 3 x diameter of bolts.
lUlhould not be more than 6 Inchf.* anai-t (Whithani>.
l^Tes for number of bolts b = ^"itf '' = .0001,571^, in which c =
ailiiKle bolt, p = boiler-pressure in lbs. persq, in.; MWO lbs. is Iflken
lafe strain \vtT sq. in on the ncuiiinal area of the bolt.
in says: Cylinder-cover .studs acid biilcs, when made of steel, ahould
ncli a size Miat the strain in them doejt not exceed &000 Ibni. per sq. in.
>f less than % incii diaiiit^ler it should not exceed -1500 lbs. per sq. in.
It iron the strain should l>e 30;! less.
lion says : Cylinder llaiiEes are made a little thicker than the cylin-
1 usually of equal tiiit-kiifss ivilh the fianj^es of the heads. C'> linder-
itould be 80 closely upaeoii na not to allow sprinerns of the flanges
kage, say, 4 to 5 times the tlilckiiess of the Hiauges. TUeir diameter
be proportioned for a ni».xinmiii stress of not. over 4000 to SOOO lbs.
tare inch.
= diameter of cylinder, n = maximum Rteam-pressure, b = number
I, t = size or diameter of each bolt, and ."iOOO lbs. be alloweil per sq.
lomlual area of the bolt, .TSiW^p = 3i)-r<iiit; whence bf a .00(»i>>^;
U-^; • = .01414 i/^. For the tbred euginea we have :
Dtamet*r of cylinder, inches 10 30 BO
Diameter of boll-circle, approx .... 18 85 57.S
Circumference of circle, approx.... 40.8 110 180
Minimum No. of bolts, ci re. •«■ 6 7 16 80
1
DUm. of bolts, f 3 .0I114D
^\ «ta. 1.00 l.t8
liameterof bolt for the 10 inch cylinder la 0.94- tn. by the formula,
ocbla as small as should be taken, on aocnunt of poFslhle overstrain
wrench in screwin? up the tint.
Ptoton. Details of ron«<ruo.tloa ot OrALua.T'j W««
i8eatun.> — ht-t B be ili» iliaiiietfc of llie plstun ill >nc\itf«, p Vne »Tl»
mure peraqxuire iacti oa 'ti^acoustaut muItipUur,tou&&Bat<A\<3i
w»
790
THE STEAM-EKOIXB.
I
thickness of front of piston Dear tbe boss =0.3 x »
" •• " " rtm =0 ITV«i
" back " =0.»XA
" boKB Bi-ound llie rod = O.t X A
** flange inside packing-ring =0 ttxt.
•• •• 41. ertpe = O.tt X A
•• uackiiig-riDg = 0.16 x M.
" juuli-ring at Klge «^ O.St X *
•* " Inside mcklDg-rlng «= 0. Jl X *
'• " at holt-holes = 0.85 x A
■* metal amiim) piston edg:e = O.SS x A
Thn breadth of packing-ring = O.Ot X A
■• depth of ptsion at centre =1.4 X«
" lap of junk-ring on the pi.ston i= 0.49 X '.
" spacR between piston liOily and packiDff-ring =0.3 X t.
" diameter of junk-ling boita =0.t v r -
" piu*h " " " » 1
" number of wehe in the piaton ei
" tliickness '• •• •• = u -
MnrkH gives the approximate rule: Thickness ofpUtoohei
wliich I =■ length of stroke, and d = diameter of Cj'liuil<-r in ic>
mm luya in a horizontal engine the rings support tl>'
part of it, under ordinary coiuiitions. The pressure
tlie piston upon an area equal to 0.7 the dlamei^
l)readtli of ring-face should never exceed 'JOO ib«. per su_ ui,
a formula mucli used iu this countrj: Breadth of rlu^noa s(
eter of cylinder.
For our engines we have diameter o 10
TlilckiMaofi
4
Marks, vTo: long slroka t.St I*
Maries, " ; nhnrt stroke .... S.M AM
Seaton, deptli nt centre = 1.4ar 4.90 V*
Seaton, breadth of ring = fl8x >.9» «■<-
Wliilliain, breadth of ring = .15D I 50
Diameter or PlHtou Packlne-rluea. - Thi«p
turned, Iwfuru tbey ai-e cut, about 14 inch <ha>t
for cylinders up to 20 inches diameter, ai> ijtc
to spring them to tiie diameter of tlie •■, :stH
rings are turned proportionately larger. Scatou ret^ona
of JK of the diiiniHler of tlie cvlimter.
Cro««*«eo'ion or the HInea.— Tlu- lliiukrie.'>s is c<inin
] /anh of Ilie iliuni. uf cyl. + >.), inch, an I . Jr\
For nn ecci-ntric Hug the mean lhickne>;
uniform thicknesti, and the niiniinutn tln' ,,n.
A circular issued by .T. H. Duut>ar, iii!ti<;' i>acUit
Youngstown, O., says: Onless otherwise orders- ..r>ea(«<i«l
lie made equal to .03 ■.< tlieir diameter. Tlii.s ti«s heN
to be Batiafoctory in practice. It admits of the rlri»; In. lut; aiSkd* AtM*
to the frvot larger than the rylinder, and ha*, when ne»r. a tenalsa «l
t«fo ponnds |i«r Inch of circumference, which i-* ninpic to ptVTCMt N
if the surf (ice of the ring and cyiln.!-
As regards the width of rings, an * frmn very Mi
Tery wide, the latter l>eiiig fnll\ i.- r.^ I^aai
gives ir=.i Oil -f- , lis. Win 1^ I,
inuiietTittlie width nf the li: -rod
in Inches. Ttuvhr.s r..riiiiil;i
-♦- OS = .S.: Ui^
iiflff. ThtM
fv«|>pcl, bii . •>
"iflt for cylinders ..\,.M W A.iiii«:\.. t Aa'' \- >- vvvv\«» <
l>fi l£" t..r evlindera i.t Wii.i -v/.- """N >wAeT.
Ml Of I»»Mon.ro« !«*« VV-to«. V«^v^^^
)X6 ov PAars of engines.
797
1
li.pt the rod U tbi-ae fourths of that of the body, then
illel; llir rod should (lit^u 111. Into tha pision so
nu tlif" ahouldej- fi>r larK^ pistons, and 1/]U 111.
BventB therm] fioiii s]iliLilut>r thp piston, and
ned true afier Iodk wear without I'licroafhlng on
little toil by a nut, and the sizu oT the ixid should
; soctlon at l}ie Iml-Toiii of the l.hi-ead does not
■ hull, 70O> Ills, for aleel. The depth of Ihia Dill
Bter wliii'h would lit) found by ullowiug theue
I loc'knl to ijievenl its workhig loose.
»tt-rods.— Uuu'hi gives
■ = ii» l7' U
rtu-ler In inches, ji ia tbe niazimura iinhaliinci'd
the coiistHtit it = O.OhiT for ii'oo, and b =
otu an exuniiiiation of a considviahle nuiiibfr
if^
I»«pi'
+ HO' °®*'"'y'
(S)
I, fn wliich u = 10,000 nod upward iu the »Brr>u»
rlMe ficrew eniirliies or onJinnry fani engiui's on
allies. whll« '■ iow-Bpeed enfclnes" being leHs
Kive a = 15.<H)(J, on«ii.
)d 10 the plstnu Aud lo tliecroBshead shuold
t least 6 or lO. Markn gives
or iron; for steel d" = O.OiOBO Vp; . • (8)
p, for iron; for steel d" = 0.035S5 ^D'J'p. (.*)
[strolte, all diiiieuslons in itich«B. Iieducv Uil*
, and if Ibis diameter is less than i/lil, iheti use
r of piatou-rod =
Diameter of cylinder
VP-
lof P:
^octin^r F - eo
1 oonnaevtiiig-rod, 2 rods F - SO
' ' a, dirrct-actlug F=tM
* " : F=ia
oke, osclUittlni; ., F =^A^
eoiiipured witli the stroke tmuai foi- the
e p, the effective prensure should he
rpreftsure, or 15 Ibn. above that to which tlie
or a compound engine the value of p fur ilie
I taken as tije absolute prensure, less 15 ilia.,
•ttfety-valvi'; for the iMediumpiessure *he
I hair Che absolute boller-presHiire; and for
'•isiire to wlileh the escape-valve is loaded
ite pressiui-e, wliieh can be got ill the re-
dvahtapi' lo make all the rods of a com-
" the rule
I ho enxiues of 10, 30, ftud W> Viv. 4\a,ts«\«t »
i
mi
THE STEAM-EKOIRE.
Diameter of Pistoii>ro4
iameter of Cylinder, iocbag.
I
Stroke, inches
TJnwUi, Iron, .01670 Vp
Unwln, steel, .0144 D \'p
Thurston y^^^ + 1 (Z, Ir. feet),
Thurston, some with 'i = 15,000
Marks, Iron. .OITBD y'p
Marks, irou, .03801 Vo*J^
Marks, steel, .01050 Vp
Marks, steel, ,0S5J5 \ ffil'p
jieatou, naval eng^ines,
Beaton, loud engine, — yj,
Averace of four for Irun
The IlKures in brackets oppoeite Marks' third fortnnl*
gliit'R Mieyaie less than ^^ of the htrokf, ami i ^
fourth foriiiuia would Ije taken instead. Tlic
roriiiula would lie rejected for the euitine of 'Jt .
Au empiiicAl form u la which gives results a|ir>ri>\iii>Aiii
ages Is it" = .013 y Dip.
The calculated results from tbisforniula. for the slzva
liTely, Hi. 1.88. 3.90. 5.B1. ().3T, 8.01.
Ptaton-rod Guidea.— The ifarugtou the (riilde, whi
rod is at iis luaxiiuuui angle with the line of (be plBKiB-4
Itlie formula: Thrust = total load on piston v taiigeai ii
Of connecting-rod = p tan t. This angle, t. is (be ongta
alruke uf piston -<- length of connectlng-nxl. yy^
Katlo of length of conoecting-rod to stroke ^J
Moxiiuum angle of vonnectiog-rod with line of
piston-rod 14
Tangent of the angle ....,..,. . J
Secant of the angle ...,...;.. |,|
Seaton says: The area of the guide-block or sllpr
thrust is taken should in no cose be less llieti will ai
^^ llw. on the squkre Inch; and for good working lho>«<i
^K thrust when goiu); alieud should be sufflcientiy larg
^H liiutn prrssun- exceeding lijO lljs. per sq. in. Wliett]
^H well ]ul>ricaied this allowanoe uiay be exceeded,
^H Thurston says: The rubbing surfaces of guide* an
^H if r Ije their relative Telocity in feet per ndnute, M
^r pressuie nn the guide iu Itis. per sq. in., pV < SO,nn<
The lower is (ho safer limit; but for marine and ■ntff
allowable to lake p - <0,000 -4- V. Aocording to RaukUM
•t*** . , ., ...
_ /> = ,. ,„■ where p la the pressure In lbs. per «i|.
tibblDiir In feet pernrtinvit*. IKms \n<;\^»4w. v^ia «>j.tn,|
1/ -. — '■' ■ ' ■■■■- ••— '^--v. '
,..yv \»e^ TtiVB'»£|«J
1 GrtMB 4am, ntukm
toajny MO lbs. mt mi. ta^
_ ■»■* ^ «»««>»T^ lalooa«*>
I mam SB tba.fr 11. la. of ■Uda.oDae-
t rfide. din, eiader, etc.
tammemtmtt ammmg Ule •■uhroriHoB •■ U> Ibn roniiul« for
A-=F MMm •-•■ p%; bat Uw valoe pTvo u> v, '•'•■ "!>>.«.
Iir > L. J = ^ «— » -»- J^ r^ ■ s I
/;.
iM^,i II All Uw w»|- rrom a& it>*
WwAa KMiio o/ IntytA of ftmurttinj
1^ bed gcsnmily lo the ratlouf Sor .,. u ..ili«
MB and easT-mrkiiic rod. (Im former ■ ratbrr •liuri, but
t mm CThontoaX WUtbam gircs iho rat io of fruiii v u> 4H-
|1^ Cb«Mc(tM9-rod.— The cslcuUltoo of tbc (ll«ni<><rr "t
)tm tk tbeotcUeal basU. considsrioir ri as • utriit iiulO>-i'i '•>
^g^^ IpBulnap >£n*-«»<^^- mill also t«i HtrcMS ilii** In iIk liii'I I ia.
. is quit4-
~lkBUA ' •
__. IarK>;j\ .■ ' ■ . ■ . ■.:;, .,:.
1 in iocUes P — itukxluiuiu »(eaui iirtwumin (wi m|. Hi
Item, at miiUle. d" = 0.0272 ^ Dl S p.
liam. at necks, d" = 1.0 to 1.1 ■/, diam. of plitoii-rod.
lau at middle, rf" = ^ Vp.
am. at necks, o*" = gg Vp.
■L.el" = O.OinD Vp.lt diam. \n croatnr Ihivn 1/M 1«n(rth
St., cf" = 0.02758 V Dl ^p It dlaiii. found \>y (ft) la 1««« llian
1. at middle, d" = o i^D X. V'p + O. P In l«ioha«, ,/. In
= >b Inch for fast oiiKlnef, « » <) OB an<l O ■. 94 liiuli for
in: Tbe rod may be cofmldewd M ■ itwtt <fW >* twth wda,
■nUameter aocordlnKly. -^M^^^BB^^^I^^^BHH
liam
dc
\
800
THE STEAM-EXGIXE.
Tlie diam. at the ends may be_0.87S of the dlam. at Ihe uAMM
Benton's empirical foniiula when traualaf r.i
same as the nefond one by Marke, viz., d" = i
»l\) Is also praciioally 'he same.
(101 Taking Staton's more complex foi-roula, wi:
rod = 2-S X leufith of etroke^and i- = ISand^ 10, re-:
ninm. at niklille = OSaW » /• and .04411 % P for short o
pines, reape(:lively.
ApplyinR the above formulas Ui the engines of our list. ^'
Olaiueter orcoBa«etlnc-roda.
Diameter of Cylinder, inches.
SIroke, inclies
Ijt-DKth of cjunecting-rod I..
>" <*" = SE * P = •"'*° *'^'
(5)«*" = .OirOD Vp ....
(S) d"= .oznsV'oi Vjj
(7)<J" = 0,15i'oiVp + «
[7] d" = 0.08V'Z)t » i) + H —
(9) d" = .tai^.
.10) d" = .02SM VP; .08411 ^'?..
AveraK<i - 'i'H
10
13
80
1.83
1.7V
».87
It .08
CO
).8t
ri«
9,07
a. SO
to
6.M
5.S7
7.ff)
7.vr
G IP
Ml
••■I
Fonniile 5 and 6 ^Marks), and also fonuula ti -
diameleni for the long-stroke eiiRinc; f.M iii.ilic 7 f
for the short-stroke enpines. Thr
in diameter between long- and 6li
expected, for while the conuec'
wonid require an lucreasm of (IIbi^
remaiiiiDK liie uame, yd in an eiii:
rod the Rreuter tim niiinln-r of ri-v
straiOR due to inertia. The InOut-neee it-nJ
therefore tend to tiulance each other, and to
extent iudepmideiit of ilie length. Tlie h\.'t ,
to the simple formula d" = .Oilf* 1 p. 'I
diameters of engine by this fonuula arc
Since the total pressure on the piston /' . .
lent to if = .0-237 \P. . .. ^ (
ronnectlnK-rod Knda.— For a eomiecUiiK.ro<l md •« J
rod I
. .-d with two bolts, each h«tt itM
tigili eqtial to two thirvis the ma
; , - ■ '■■ ■ ' ■ •' tiM I
:.r ;;t"u:e^w;v»««-««^^ ^^""^
r to BukA ihm ciinM LTM« wiJi af
Uwroddoelo ila
DEMSHsioirs or PAMs or oom
801
>rTtiim(oti
(-rod of
iMi Uw rod tor .
ibe above f ORanfa.
\t*rmre*tm»m
>«gh dM bed aectiMMtlwlMBB
JfaiiBaCMiliirBd.
becomee <f = 1,V YnVm^ ytr. T%kiag • reeUwUM- aectioa
n« am a« the roi«4 Mjenw wbaee Jl>»r«rr b d, aaid i—tieK ths
■ t, w tew !!nBi* .
Lbe sectioa A = tviee the
U = «<.
= .KTd =.(»)• f^r»^-t-.««,vtek iillMfongnda Cor the iMck-
Btancebdweea the {Mndlel sides of Ike rod. IlaUwth»dtv(hat
lead end = 1 'f 1 it - T ihi liii)lfa Tf lh« mitfiik^l dijiih 1
eodis8.25f. irflj' I T*' fnn nil 11 'li ntinn Tufci itftn if
pies, «• have
of cyliBder, bic)»«k.
wlie*
f eonntcting-rod ... .
m,t = .OMM fM |> + .«r>
crowhead end. l.U s„ ....
crank eod, :^(
10
80
w
W
»
»
1 a
8.W
9.4»
S.41
3.«3
8.11
«
s »
lickneases f, found by the formnla t ■= .OSOS | M | p 4- .4T, agrw
rttli Ih* rniitv niiririte formula « = .01/) i^o + .90", (he tblokOMsec
id b.v Ui i- ■ •'■n(r rf^ptctirtly 1.«, !1«. and 5 6 incht^,
pruUil-j' uk |.>in8bouldbedesijnKd Ui to avoid h>'atin|r.
■y. The beating of a crank-pin depends cm tlip
ice, and on the coeflScient of frici:'>n, wliicli
>; to the effiH^tireaeeB of tbB lubrkvii ion. U also
• lib wbjch tb© beat produced may lie cairi^l
•ut liicomotlve cTsnk-piiw may be prvveul«d to some
;; by the cooling action of the air tSrouxh which they
itwoKth
on it8
urnm t;
■rka sfret. t = .0000847 /pjVi)* - IMV
aH.P.)
ham gives t = 0.0075/
a.HP.)
CS)
I = Icnetb of crank-pin jonrnBl in inches, / = eocfllclcnt of frioHoii,
■f be taren at .OB t^.06 for perfect liihricatlon. and .OR to , 1(1 for im-
p = mean nrpsenre tn the cylimlpr tn ponnds p/r Mpiarc Inch; M
Iter of cyllnuer hi foch*"!!; .V = number of ninRle strokeii per nilnutp;
= initii-;ilt'<1 lifirse-power; h = le»K''l> "f htroke in feel. Thesw
nr- 1 nl or the diameter Of the pin, (iiiil Murks sliitfs ttn a
l»" -"untitif Umilit aK to pressiirr and spcwl vd rw^AVflkW..
"'' '■ — I- r — p-i-...,^ p^p-.,,.^^ III! 1 iii.iiiii.li I 1 1 1 • iVii\'"ir Ml
Lf lif ".;"■*•• *^ '^ dianirUT t.au no ffTioV n\>(ni W^ \i»m,"'
mf fSSJZS'Z^",'" ^"^ ''''''"'"^' ••'"piniiiUv from <Ut<>«u«Vv>
KrSSn^Sl»r..r°^"]:"' Mark.s'^^/.rs that aU.ut .mM-J
fngmes, aaH one u-ulb f.-i- locoinutir.. malum, mrtli
802
THE BTEAJC-SNOIKE.
formula for locomotive crank-pins / = .VUXOUn/pXt*, m SI
= ,06, and AT = flOO, / - .OISP'.
WhitbaiTi re<!otntnends for pressure per sguare inch of •_
naval enKtnes 600 pounds, for nienUuiiit en^nes 4iiO ponndk fiv|
eneineB W.H) to 000 pouods.
Thurston says the pressure should, in the s^'iani entfiDc, i
or flOO pounds per square inch for wrooKht-iron pin*, or l
fl^ire for steel. Ho K^res the formula for leufrth of a steel pllit
I = FK -t- 000.000, ....
In which Pand Rare the mean total load on tlin mp iq i
number of revolutions per minute. For loconi
taken hs 500,000. Where iron is used thip flfn>re
and 250,000 for the two cases taken. Pins so pri'i ifl
well lubricated, may always be depeiidwl upon l.j run cc«j,
formtHl, perfectly cylindrical. ■welltiiiiHhwi. and kept well olM.t
can he relied upon. It ia assumed above that good brontf M|
bearinKS are used,
Thurston also says : The size of crank -pins required to ]
the journals may be determined with a tilr degree of ]
^■tbe formuls giveo below :
<:
^gi^fRanklne.1866,;
pr
e0,000r2
(Tbunton, 189);
* = 8507100 ^""«'™'-'»«>-
The first two formula give what arc considered by tbeir t
Ine proportions, and the last irlves minimum length for Iron |
velocity of rubliingf eurfnce in fet-t per minute.)
Formula U » was obtulned by olmervinK locomotive prsctiot tii<
linhllity exists of annoyance by dust, and irreat risk occurs tiir
bility while runnini;. and cJ) h.v ol>servation of irrank-nins of I
enitlnes. The flrtit formula is tlierernre not well milte«i for i
^B 8t«t>l can usually he worked nt nearly double the prcaBurs i
^■^n running at similar Bpf>ed. ,
^V t^ince the length of the crankpln will be directly •■ tlie
^■ipon It and inversely as the pressure, we may take It as
f = 11
I H.P.
in which a is a constant, and L the stroke of piston, In f«vt.
fio coustant. as obtained by Mr. Skeel. are about as foDows:
ater can be constantly used; u ^ O.OIS where water Ut not i
= 0.05 where water is seldom used; a = 0.06 where «al«ir lai
Dwin gives
, I H.P.
in which r = crank radius in inches, a = 0.8 to a = Si.i for lKBaad|
engines, and a = 0.068 to a =: 0.1 for tbe caae of the beat i
Pntivp work, where it is often neoeasary to shorten op o«
I possible.
J. B. Staowood lEnr/g. June 13, IWn. in a table of dim
merican Corliss eneiues frum 10 to 90 inches dianvelar of (
les of crank -pins which approximate closely In tin fiiiiiiliia
I = .2T5i>" -f .5 in. ; d = .S8X>"
Sty oalculatiog teiiKth« ol (rtm cnu^k-pKia (or the eiuctne* 10. A i
iVaiiK'ter, loog and short alroVv ^ - •■*••■ •""■"»«\ t,,«,,-iv\— .h_a
nmtL
riiat there is a great A
'■aaeagivesH ietkRtbt>'
imiirtbH iiiuoh KT«tt''
,W 1 h!p. -^.
. N V »\i.
etoaeVy.
v:Teui.««wc
,.c vAiMrt%.
iJlMKSSlOKS or Pj
■iedknfcUisaf iroa
and iff mttmataBamK
M
I.H.P
P. 3L2I»
Ic-piii.
.aonx .OBLtLP -- ' : ;•
H.HJ*. -^/- J <•>
i.a.p. ♦ »• > B
:h-p. -^' I sa>
«t' » »
« •
tc 3 c
4
3i> e* e«
i-a»
r««-x«K;9.w«
cs s.* s )
* '
l.3»ii Ktr - <:i
->«ja&5
sa
t?t S 3( f«B4« tr.tii SM
.1 = .1
J =
r
aaa,oai'
4.«
1^
s.«r
sn
t.«i
lengtbs for tke kwc-atrokr nigliw m too low t« jatn—t
[«■. %e^ " Pi I iin w oa ibe Crmak-pindk" below.
ttt or tke Ck«Mk-pta is decermiocd sattsttaxiiMj as to
ik. lo oTeHnins ermafcs Uw load is luuallj tatamtA as
Ktretnit J, auid, e^foatin^ ite moment with that of the
iiPl = t/iettd; and d = l/^^'
^l«r of pin in Ibcbes, P = mazimtiiu loiod oa ibe pMoa,
-'lowable 8tms oo ■ square inch of Jbe metal. Fw Iroa
"0 Iba For steel tl>e diameters found bj ihb formats
(Thurston.)
formula in another form, tU.:
^9000
-»/?<'« W'-i-
to be used when the ratio of leii^h to diameter Is assumed
■^ iron, t = SOW 10 WOO Itis. per sq. ta..
»/S.'l
.0SH7 to .OBS:;
/¥■
= 4000 to 13,000 Itw. per aq. in ,
.out to ,0«38.
.(Wn to .0104.
^ = .C8«'to.(B«; ^' =
Iveo d = O.oesr v'S = S.10te^' ^ ^^•.r- for «tr,.ugU), and
804 THU STSAM-BKQISrS.
Marks, ciaculnUotc lUe atonieUn- for rigiditr, clre*
d = o.o«af |w^ = 0,94.-, //ii^J^:
p = maximum steRinpreMiiro in pounds p«r tJinnre 'nch. ^ -
cyliudvr ill liicheK, L = ItfOgth uf stroke in feet ,
jwr minule. He says there is no in«;il of an i'
A orank-pin, as llic. eoiidltiou of rigidity glv.--
Uarlss's formula la based upon the assumption timi Ho' oli..^
CDuevntmled at ibe outer end, and cause a ilvfleclloo ■■/ 111
point.
It ig !<erviceahle, he snys, for Bteel and for wruurlit irao allkai
UBjnif ibu overagM lenKtbs of the craok-plimalrevil)' fotm!.!
followllili for our six engines :
Diameter of Crank-plna.
Diameter of oylliider. . .
Stroke, ft
LeDBth of crank-plD, . .
Unwin, a = j7 — .. .
Harks, d = .066 \'piWi.
JO
1
a.T9
10
30
H
8.C9
i.n
7M
5«ll
1 80
.85
CM
%.n
FreaiiureB on tbe Cnwh'pln*.— If «rc<tAlrrlb<> nMMi
tha criinU-pdi - niean pn-ssurw <■« i>isl"n. ne^-l. il«
Ing angle of tllB eoiiiieetlug-rutl, We liave Il)e >>ia( l_ .
leugtbs already foiiud, and I he diauietersoco'i .wtaaatll
I
I
Engine No.
Diameter of cylinder, inches
Stroke, feet
Mean pressure on piu, poundii
l^ojected area of pin, UnwUl..
" •' " ■• Marks..
Pressure per square inch, Unwin
" " " •• Marks.
Tbo resuUfi show that the application of tlir-
eter of crank-pins give quite low oits^c
area for llie Rburl-Ktiolve lii^'li speecl ein.-:
firessures fornll the other eiijrinKS. It i.-
nciDK Ihediuiennions ••( aerank-pin acconUnv i... >,i^ lu, ,»
results dliould tje inodided. if necessary, lu tiring the pr
iucli down to u rett.soiial>ie f!^-uri'
In order to liriug tlie pres- • .>• fwr i
divide the menn pressut-es !> i<9CUNl i
of ieiifrih >iy dianieliT. Mm. .-i No*. I. I
revised table for the six eDgiat-b is u-< follows :
EnRine. No 1 s
Length of erank-pin. Incbea. ..... S,|S 3,15
Diameter of crank pin t.lU 4.10
Croanliead-pln or WrUt.iiin,
tor [be wnst piu is t<.'
I tli« (liAiiieter al llf ^
anil ^;
.Ill ii\ an} '
I unl by i>* '.
- jii>r iMi\. U, . ■ . .
DntENSIONS OF PA^S OF ENQTXES.
, and wortdnK In brasses BllaA into a receas Id the ptstOD-rod end
[by a wrougbtiroD cap and two bol<s. S«a(on gWes:
-of guiifceon = 1.25 x diam. of pUton-rod,
k of gudgeon = 1.4 X diaui. of pi8iou-rod.
I presiiura on the s«ctioD, as calculated by niiilUplyliij; leDRtb by
'~, exceeds VMO Ibg. per so. in., this length shniild m mcreased.
Haawaod, in liis •' Ready Keference" book, gives fiM- length of
d-plu 0.23 to 0.3 diam. of piston, and diam, = 0. IS to u.3 dIam. of
Since hi? gives for diam. ot pistou-rud U.ll to 0.17 diuiu. of piston,
istuns fur diamuter and length of cnissliead pin an- aliout I. inland
^f ptfiton - rod regpectirely. Takliijf thenioxliuum aliowalde piesa-
" fl>s. per sq. iu. and making tlie k'Jieth of the ci-o^fhead-pin =
t diameter, we liave </ = V' P-*- 40, / = t' i* -»■ 30, in whicli P = iiiax-
_ ital load on piston in lbs., d = diuni. and I = leu^i of plii in incite*,
i engines of our example we have:
aiecer of piston, iticlieii ... 10 30 SO
UmuTu load on piston, ll« . . 7854 70,088 iat),3!M)
keter of croK8lii'ad-i>iii, inches 2.28 d.flS U.OB
feth of cros-shtad-pin, inches 2.90 8.80 14 "
Kirood's rule eivfs diameter, inches l.BtoS 5,4 to6 90
lnood's rule gives length, inches S.StoS 7.S to 9 ia.5
kirood'a largest diineu.sious give pressure
p«r»q. in.,lbs 1309 1329 I
^ pressurcN) arc (greater than t)ie maximuui allowed by Seatoti.
i^Crmnk-arm,— The crank-arm is to be treated as a lever,
~ie thicltne.ss iu direction jjaral.t-l lx> tlie shaft -axis anil li Its breodtih
jonjc IncliHA from the crank-pin centre, llieu, bending motnent U
otion = f-'j, P being the thrust of the coiinectiug-rud, and / tlie
I per square inch.
4.77
I
at^H
•nt U
/ito
-Vf- I
[as Riven by fflV
% crank-arm were constructed so that b varieal as | x (as given by I
Te rule) it wotdd be of such a curved form a.s to beinconvenli-nt to man-
tlure, and consequently it Is customary iu practice to find the uiaxl-
lu value of b and aratv tangent lines tu tlie curve at tile |>uint8 ; these
• are generally, for the same reason , tangemlol tu tlie boss of the crank-
l»t the abaft.
he •hearing' strain Is the e^ame thrfiiiL'hotit the crank-srin; and, conw-
■tly, is large compared with the beiiiliuK^ litrafu djjse to the cmiik-pln ;
aaitis not sufllcient to provide there only for iH-ndIng strains. The
•ir.r. ar tKi« point sliould be KUch that, in additlun to what Is given hy the
■riiiii the bending: moment, there is an extra square iticli for
of thrust »n tlie counectlng rod (Scatoii).
'if (he boss h into which the shaft is lliied is from O.T.'i to 1.0
nr of tlie shaft />, ami its tliiekness B must be calculated from
■train PL. IL =■ length otcrnnlt.)
.. ^iit values of length of boss h, the faliawlDg values of thicko
KMU e are giveu by Seatou;
'hen h = />, then e = 0.35 D; If steel, 0.3.
h =. O.I» I), Ihun e = 0.:» i>, if steel. 0.112.
h = 0.8 U, (hen e = U.4U />, if steel. 0.33.
h = 0.7 U. then e = U.41 D, if steel. 0.8i.
ne crank-eye or boss into which the pin Is filled shniild liear the same
tioD to the pin that tlie boss does to the shaft.
•\t» ^liiiincter of the sliaft-end onto wliieh the crank Is fitted should lie
■ T of shaft,
vs.- The vmjiMral orciiirtrtlon.s axlnpted by AnvVldet* n«V& cowv-
' "' '-" " ''in the ■ ■ • - • — ■
kn^^^
■yj^l to tall we// H'Jt/i;n the calculated safe marg'in . 'V\^e«^
V^\e VweiRX. A'
eye is li 0 to -i."Ji '
are, X.as.
'unit an: from t/iepr/icl/ee of successful ileslgiiers a\i(j
-tlie nromlil Iron crunk. Um h»U U l.rs tu 1 H Ume«
*L'P"£' "f.*^" "'"»" varrvtne full l.,tt,| ihL i've s"! O
w
■.SOG THE st;pah-exgix&
V
H Tbe web is made 0.7 to 0.73 th« width of aiija<:«ai bub oi
H iVptlj of O.b to 0.8 that of adjacent hub or eye.
H f\ir ilie cast-in-iii ciank thr' huh and eye a'e • lllll<
■ iliameler respeol i > •■ i v jr in 1.8 u> 2 and fi-iii ■-' I.i .'.J tii
Hhafi and pin. T irema-.teai-
of hub or eve. i -, buw<"vci-.
Tlie craiik-sh:i( : -iilarijed at
jift Jiameter at the jotiruai. Th<" sik- sbouKl :
ib« shritikatrf or forL-ing ou of the crank. A
fifth of J^ -will uuiiull)' Kiifflce : nnd a coniiii'
1
ullowano? of Imi one half of this, or .001. ^^M
Tli4^ runiiula' K>veii by difTeiviiI writers for cr«nk-arni« pMC^^I
since the; all i-onsider (lir uraiili as a brain loade<l ai nnr «nd ^^B
K the other. The relation of breadth to Ihiclcnestn may vary aee^^B
H taste of the designer. CalculattM] dimenidon.'-ifor iMtr sii msta^^H
■ low-8 ^H
H IMmeniiloDn of Cra.nk>arnia. ^M
m
I>ium. of cylinder, ins..
.■Stroke .y, ins,
10
13
7S,V4
a. in
10
IN
7S54
2.10
30
30
7D.flM
7.34
3U
CO
T0.688
S.te
4
_ Max. pi-eBsiire on pin P,
K (apprux.) lbs
■ Diani. cratik-piii rl
m 'yl.H.P.
■ Dlani.shart.al/ ^ 0
y..
3.4«
T.70
9.70
,J
■ Ot = 4.69, 5 09 and 5.S*)..
■ Length of boss, .Hi»
■ Thickness of boss, .40..
" LPiam. of boss. 1.8/»
L<eni;tli crauk'pitkeye..Kc/
Tliiotness of cruuli-p;n
eye, .4.i
Mux. mom. Tat distance
Vi-S — Jaflfrom centre
™ of plo, inch-lbs
■ Thiolcnt'aj of vrank-orot
■ 11 = .TSD
2.19
1.10
4. OS
1.7«
.E8
■IT, 148
S.06
8.T7
1.39
e.M
1.76
.88
80,661
3.60
<.I6
306
13.86
5.87
X.B4
788,149
5.T8
?.7«
S.W
IT. 48
4 4«
e.91
i.Htfi.4a9
7.W
■ (Ireatest broad til.
■ "=^900011
S.48
4.5S
9.M
u.o
Kklfl
Min.inoin. 7« at distance
'i from oeotre of pfu=iU
■ tjt.*aii br^Adtlif
ie,4S3
IS, 403
rsbjstb
S1H.IJ8
r««.fl
1 1. 4/ •""•
«.»
3.06
7.81
tt.OI
»1
B Tl>« Mhaft.-TwUtliiK Bv«li4aitce.— i!Vora Ut« j;<^^B
H fur torsion, we have: T= ^ d*8 = .VJ&t^fS. wluHice d— 1/ ^^B
H *i>tii\< ii^^^B
^1 llie woi k "lonL* pt-T iiiiuulc would '»•• ^^^^H
B /"xix ^x« = aa,(woxLH.p.. ^
^Klfl wliicli /„ = leiMtUt ot cauV Vtv VtMitaM.kaA
^■■Mii lwiMiu% luontnit T = — ^ ■><. ^aj*-
"1
r ^
y/^
A
1)1MENSI0K8 OF PARTS OF EXGIXES.
8o:
¥
lake the form
■i/'-^^
X F,ord =
-V
I.H.P.
R
Fant\ n are factors that defwiid on tbe gcrerif;tli of tliB nmltrinl j
he factor of sulety. THking A' at -IS.OOU pouiidH jier M|tiar» inch for (
iron, finci ai 00,000 for steel, we Jiave, for aini}ile iwUiliiK b)- a unl-
Igeulial for(.t>,
if safety = S 0 8 10
a jr-crSS.T ■la.S 57.1 71. 4
«) F=-iaii *8.] 4:.'.8 68,8
5 e 8 10
o = 3.3 8.S am 4.15
a = 3.0 8.18 3.5 S.it
, taking- fur mile working strength of wrouRht iron WXK) llis.. iile«l
I,, atid cant iron 4riOU Ibn., eivea (i = :i.!f&4 fur wrougbt ItMii. :!H77 for
id 4.15 for cast Irou. Tliiirston, for cratik-axlt-s of v roUKlit Icon,
I 4.15 or mure.
najrs: For wrOUjflit Jron,/, the safe strain [»r sniiare int:h. sliniild
ed 9000 Jbs . and wlieii the shafts are nioie thuu 1(1 iiiclie« iliuineter,
Steel, when uiade from the Ingot anil of ^oixl niHliMiuls. »ill ail'
sirewi of 12,000 IbH forb'ufUl shufui, utid lO.tJOU lbs. for llnHie nliuvt)
5 diariietrr.
(Terence In ihe allosvanc<< between large and siimll slinf is is to eotn-
f'lr the defective material observable In the heart of lanse sbaftiiig,
i the Uttiuuierlng failing to aAect it.
niiula ri 3= o j/ " ' assumes the tangential foive to be uniform
' it la the only acting force. For engines, in wbicli IItc tangential
ries with tlie angle lietween tbevrank and tlie cuiinei-tjng-nxl. and
variation in steani-pressure in the c.rllnder. anil also i'* (ntlne"ee<l
lertia of the reciprocating parts, and in which also ihe .wliaft. mav ha
d lo bending as well ae torsion, the factor ii itiimt lie iiicrea.sed, to
for the maximtim tangtMitliil foree and for beiiritng.
I gives the following table sliowing the relaiinu Uufween the liiazl-
d meao twl^itlng mutnetits of engines working under vnriiiii» uondi-
e mouientiim of the Dioving parts l>eing neglected, wiiieh is allow-
I
i
I
I
'I
I
DeRiiptloo of EDgin«.
rexpansiTe .>
Indet expansive, crania at 90*
■Hnder compound, cranks ISO* —
** I. p. cranks |
B one a other, and h.p. inidwaj' t
Steam OuwilT
at
0.8
0.4
0.6
0.8
0,1
0.8
0.4
o.a
0.9
0.7
0 9
h.p.O.,\ t.p. 0.66
Max.
Twi^t
Di'iiled
l'.V
iMetin
Twl^t
Mome't-
a.fl■J^
if ir.
i.cas
l.fil6
1.41."i
1.S9S
I .avi
1.-J70
l.:i_'9
1.857
1.40
1.30
Cub«
Root
of the
Katio.
1.3H
1 iS
l.-H
l.X)
1.17
1.13
1.09
1.(18
I. OH
1.10
1.11
1.13
1.08
jUko gives tbe followiog ride.s- fur ordluarv pracVVce tot ot4\«ttr
rfer anLrlne eaginea:
of the tuunei-aiiafta
/^ I.H.P „
H08 THE STEAM-ENGI
^V Compound eni;Inei!, cracks at right ansl^s:
Boiler pressure 70 lbs., rate of expansion Gto7. F — '0. a s- i
Boiler pressure 80 lbs., rate of exponxioii 'toH,F— 7S,a = i
Boiler pressure DO lbs., rale of exiHiuj$ion ti to 9, ^= 75, a = I
Triple compound, three cranlcs at IM di-grees:
Boiler pressure 150 lbs., rat« of expauHioii 10 to li. F" = «i, •! s
Boiler pressure 160 lbs., rote of expansion 11 to IS. f'^ (U, « - t"
Boiler pressure J70 Jl»,, rale of expansion 12 to IS, .f = 97, n =
Expanoire engines, cranks at riRht angles, an<l tfa» rat« of
boiler-pressure 60 Ibn., F = 90, n = 4.48.
Single-crank coinpoiiiul endues, prt^ssure 80 Ilia.. F = 96, n m
For the engines we are consideiiuu It will lie a very lll>riml
ratio of maximum to mean tni^tin^ moment if we tal<e Id
ratio of the mnximutn to the mean pressure on the plsttin. __,
then, in the formula for diameter of the shaft will t>e iuult4plie4 I
root of thia ratio, or^/^ =1.34, x/^- = 1.45, ami j /-"? o I.]
y ii y 3s.i y 30
10, so, aud 60-in. engines, respectively. Takini; n = 8.5. wlilcli
to a sheni iu^ strenKtb of 60,000 and a facior of safely ot & tor
45,000 and a factor of 6 for iron, we have for the new covfllcli
formula <J, = 0,1/ ' „ ', the values 4.80, 5.08, and B.S,
olitain the diameters of shafts of Ibe six enKlnca as foDowsT
Eiiifine No , 1 « S 4
Diuni.ofcyl 10 10 30 ao
Horse-power, I.H.P 60 BO 460 4M)
Kev». per min., J? 250 ISS ISO (U
Dlam. of shaTld =a,i/l5:^.... «.T« 8.4C J.OT J.70
These diameters are calculated for twistinp milr When t)»r 1
sultlfcted to iieiiiliiiK utraln the calenlatloi; - "' ' ■" '
HeHlatance to Rending.— The ^t
tu reaiKt benduig is one Imir of iliat {n rf<.
^H moment in lucb-lbs,, and (i tile diameter ui iik'mihii mi ihcup*,
W B » -^' X/; and d = //^ y 10 2;
/ Is the safe strain p«r square inch of the Tnat<>rl«l of vlitrti
compus'^d, and its value inay be taken n."? elveii n>'
EqulTalent TwlatlUK Jnomciit. — ^V:
liolti nvi^ljiiy anil bt'iiillUB f.iiiiuliaiiftiii>.Iv. iIih • .
lioii of it may bo measurtnl iiy caleiilntirti: —'
" cintintf riiomenl; that i.«, the two slralni^
i a twisting sirain ouly ot the same ma^
jluted accordingly. Rnnkineg^ave Uie full..., i,,^
ction of Ibe two strains.
It T = the t»i.sliiig moment, and K = tlie Itendlne ninnt*a
k uliaft, iht'ii the equivalent tw
Srnlnn BajK: t'rank-shnftd .1
trine Ktraiiis: the laltrr n
jar« usually neglected dlrttiiy, imt niiuw.! ii<r iiuiiirt
rt»ctor/,
^elwfi firincipal stmli^ vnrv thr<itn;hrnit tlip> rrvolijfltyfl^
~ . (Jlli-. IlI.M.I i ■ ■ ■ . ■ ■ -■
DHiilcriir
AUlii Im
—•A«l
':f^ ^^■:::^^^^^^^'^
DIKKKSIONS OF FABTS OF £NQIN£S.
809
> parallel >l<i<>« pasKiiifr lUruuKh the ceatree of Uie crauk-plii auii of Uie
kft bearing, at r\g\u aiit-lMi to tlirir axes; wtilcli distance ts equal W
IMiirlli of crank'-ijiii lipariiiu + k-iJi;t)i ofliub-f-J-li Ii'ukHi of shaft bearing +
f Clearance that tjiay bt^ alloweil bf tween the crank and tliu two bearingM.
r our 8i;c engines we nia.T take tbis dlBtaucu as egnal to ^ length of
ink-piii -4- ihickness «f crauk-arni-f- 1.5 X lh«« dluni«t«?r of cli(> shaft aa
itndy fuuiid by the calculation for twisting. Tlio caleulatloo of diaiita|U
(hen aa below ; ^^M
BnKiDe No,
\
9
3
4
K
latii. of cyl., lu. .
10
10
30
3U
so
BO
^TM-power
50
50
4S0
4M
I3U
ISM
If •. per niln ....
iz.prMn on pui,P
250
135
130
K>
BO
4»
T,851
T.8.M
T0,68ti
70,&*(5
IS«.8fiO
190,350
Wermge.' Lin ...
6.3i
T.94
22. iO
2H.0i>
3tt.80
*fa
lmo.PL=Bin.lb
4a.6;!7
63,301
1 .seB.a-a
I.NIT.K.HO
7.-Jaft,9«)
8.-.»5,<lH
»l»l mom. T.
■ir,ri4
M,«48
1 ,(j<X),«yu
S,l-Jil,.-iHO
4,TI«,40U
V,i'i*,i»O0
luiv.Twist. nioni.
Tt=B+ t^B'+r*
(approx.j 1)8.000
175.000
s.in.1.000
4.(Mr.noa
I3.IMO.O0O
■J0.8SO,000
• l>rerage = dt«t«nc« between ceolres of crauk-pin aud tiiiaft bearine =
l-f-8 ;&(.
BaviOE already found the dlatnelera. on the aMBuniFithin that the Bhafta
bn ■objeoted to a twiailng inonit-nt Tonly, vi« may lliid the diatuel^r for
ktotlnfc couibluHd b<^ndln^ and twiitlinfj by multiplying the diaaielers
l«Mdy found by the cube roots of the ratio Ti -t- T, or
l.'IO
1.37
1.46
1.34
1.04
i.ae
3.S4
4..19
)l.i»
13,90
80.M
ei.M
Tintf correcte<l dianieiers rf, =.
By ptottinK tb(>8er«giillK, lining tlin diameters of the uyliiidei's fur nbaclBHaa
d diafiieten^ of the shafts for iirtlinates. we l^iid Lfmt for the lon^-stroke
^oes the rvsuln lie almost in a Klraight line ex)iivriiied liy the formula.
kinet«r of (haft = .43 x diameter of cylinder; forthe short stioke engines
r line U ulighily curved, lint d<>eK not diverice far from a Htralght line
I08e equation is, diainetM' of Hhiift = .4 diarnetcr uf cylinder. UKing llieite
... r.rMnila^f, the diameters of the shafts will Im 4.0, 4.,^, 12.0. IS!.!), aO.O, VI 0.
">vood, in JCiiiiineerliiji, June V4, 1801. gives dimensions of shafW
ngiiiea In American praulioe for cylinders 10 to .'W in. diameter.
•IS range from I ]^/)H to 14 15/ 16, following precisely IheequatiDD,
iii.>-t»-i t/f shaft - U. .hauii'ier of c.Tluider - l/lli incrlt.
rljT'Vrboel Sbaita.— Thusi far'we have considered the shaft as resiiC-
iii..- f<.r.'<? of iriisiiin and the beciiliiig moment (irwUired liy the pr>>8BurB
'« -pin. In the cane uf lly-wheet uugiiie« the nhuft on th)* oppo«ita
j'Hai'lug from the crunk pin has to be designed with refen.*nce to
.' moment caused by the weight of the tly wheel, the weight of
i akoXl lUielf. and the strain of the belt. For engines in wlilch there 1» an
moard bearing, the weight of fly-wheel and Hnaft lieing supported by
[> Iwuriugs. the point t>f the shaft at which the trending moment ii a
jiay be taUen a.H the point midway between the two lioaringH or
i.' of the fly wheel hub. and the amount of the moment is the
tlieweiglit Nuppoited by lUte nf the bearings into the distance
liu iJii- ccutre of that beiiriiig to the middle point of the .shaft. Tlie xhaft
una to be treated as a beam Hupported at the ends and loaded in the
ll^lle. In the case of an overhung fly-wheel, the shaft hnvlng only one
•^ (»oint of luaxiiiunit ntOUieiitt«hould be taken as the niiddle of
iind itn amount is very nearly the proilucl of half the weight
'■•'I and the .shaft into the dintunet: from the ndddle of its hub
tu ■ f the bearing. The ifending moniunl should be cttlculaled
I c- 'li llie IH/K(in<r moment as above hIiowu. Xo vAjUvra \.\»*
ii»».'' '-' tuanitmt. Hntl the diameter necesjiary oX t\v« \kV\u\. <
tlfiiuni ni/'iii'-nr iVtlc'uJatrtt f/ierefroni. '
the cnjiv uf uiit nix /"fi/iH.s we assume that the woicViis ot
i^ t<jg*au,r witU tluMmti, are tli>iihle the welcbt ot fty-wV
>»i»^th^forwuim:ir=7»5.m -^±^ (given und«r F\yJ
I
I
810 THE STEAM- ENOIXB. ^^H
th&t Ike :<tiaft ijc supported by an outboard beariar , Ite AMHtoH
the two beariOKS b^in^ ;'Vi, 5, and 10 feet for the IV-to., |H«, •■■
riiKines, respectively, the dlametent of the flj-wbed* »n UMfl
thai their rim Telocitf «- ill be a little bag than 6000 tee* ym I
Eiitnoe No 1 S 4 < I
Diaiii. of cjl., iocbea. 10 10 SO « H
Diam. ofBy-trbeel, ft 7.5 15 U.5 89 S
Hevs. permin 2S0 !« IJO « •
Half wt fly-wh'l and shaftjb. 388 S36 i.XS ll.«3e
l.<-ver sriri for niax.iiioa].,lii. IS IS SO tO
3Iax.ljfiidiiiKmonieDl.iii.-lb. «B0 tOtO ITS.IMO SSIi,Om
Ar tliese are very Jr!-' \ — " -- •' • . ' - - -..nienl
I be pressures on ttif < . ly fca
for the diameter of i)
In the case nf enpintr^ - im iii«> > iiuu>i u.v- > ui-'-» utd witbl
HhaftK it is of the iitmon importance to calculate Ute dlAMrMM
with refereuet! lo the bending moment due to tbe we%[kt al(
and the shaft.
B. H. Coffey i fonrr. October, 18S2i gives tbe (ormuta fa* <
inj; and twisting resistance, T^i = WiPS. in whiiA Ti = /I i- 1
beinc tb<> maximum, not the mean twisting BMOirM: aod ttl ^
workine values fur .196.S as below He sayi;: Four poiMt AoMltfl
ered in dftt-nninine thia value: First, the nature of lta» iiiMwM'^tl
the manner uf applyinirthe loads, with shock or otberwiae: IIML> wt
of tbe bending miimr>nt to tlie ton4noal moment — the beodlait ■■■■i
revolvinK Abaft pruJu<?e$ rerersed strains in the materiaLi wkickMiH
tune It; fourth, tbe aiaK of the rectkm. locfa (or taeb. lane* Wt^
weaker than small ouea. He puta the dividing hue between Immm^
aecUoos at 10 in. diameter, and givea the faOoiriiig safe *alHM «f4Mq
steel, wrought iron, and cast iron, for tbeait otjndilf —
Vaujk or Sx .IS8.
RaUo.
B to r
He.»y8haru i H^ll^'^J!;!!^
with'shock. '^ij^j,„"8SS-
Steel
Wro'i C^<
[ Iron Iron.
Steel
3 to 10 or less.. I04S i Ml
ato5orle<« Ml , :8S
] to I or less fl&S TIS
AKreatertlianr I 7M I S&5
440 ]&M
»ai itio
Se IITK I
(Wro't Omi
Iron.
1391 . 600 MK t:i
Itr» S«» 19tl , !«
1074 Sir in« 1 Ml
W4 I «t lam I H
Mr. (.'I'frey irivt-s as an enam^le of iisi
aliaft of a l-VK) H.I', engine at Wiliiinanii
gine WA:s mntiine hi 435 HP. The »liafl vi
of bearintr- ' ••. (nrSfi. in the n
liialiider, i rwaringx. It bn^t.
IngthnlW' --rp-P<. iir VSN, it! '
calmiii(e> iii.- n ' "
niaxiiuiiin nt ih :■
IIm . w|iii-M. iiHil'
hmnmt\
a. be«MllM«iBa
- C<e«a to* M|ii
•ani* m tW I
> pvaa. Ik-«
r of mft** ^
r aflowdd r«r ^
If watatom
_. . Ill" II 'm-r'TIa Ml
p D1MKN810NS 0^ PARTS OP SNGINES.
1^*^ being iletemiliird from coD»i(]«ratioiia of its bentinK-, the i
*j* '-•ouoernioit beatinf; of crank -ping apply aluo to shaft-bearings,
rti^'*" '""^ ■eUKth of crank-pins Lu aToM beatiiie may also hi- use
^*he totul load upon tbe IxmriDi; thcresultAat of all Ine presstirtH)
p* 't, by the pressure on the crank, hj the «'eii;li1 of the Hy-wheol
IPull of the belt. After dettrrrninine iWs pri'xsure. hiwever, \
^^ to euiplrical values for the no-called coiisianis uf the formuti
IbleK, which depend on the power o( the hearing to carry uwi
tapou the quantity of he»t generated, which latter depemls on I
oti the iiuniher of Square feet of rubbing surface passed o
Jte, and upon the coefficient of friction. This ooedicient is an
v^ariable quantity, raDKiog from .01 or less with jierfeellj'
'*'". hariuir end-play, and Inbricated by a pad or oil-bath, to .10
Unary oil-cup lubrication.
Wfts resistinpr toraion only, Harks i^ve!i for length of iwui
paVO". in whicb/isthe coefflcienlof friction, p tlie mean |
B per square inch on the piston. N Hie number of siai^le sin
~^le, and /) the diameter of the pi<)ton. For shafts under the c<
**<liie to pressure on the crank-pin, weight of tlywbeirl. etc., 1
' 'olli)winB: Let Q — reaction at bearing due to welgtn, S = hu
*lit pressure ou pl8ton, and B,= the resultant foree; (orhoriiontal
^* I 5' + S', for vertical engines R, = Q -^- S, when the pre«aun
T>irtoin the name direction as the pressure of the shaft on its b
' «i = Q - S when the steam pressure tends tu lift the shaft I
WiW!*. Doing empirical values for the work of friction per squi
►rojwjted area, taken from dimenalons of crank pi ax in marine
t flnds the formula for length of shaft-journals t - .OiXiOSiafR
|"iiniend3 that to cover the (lefects of wo-rkiuanahip, neglect o
I 111* introduction of dust, / be talien at .16 or even greater.
• 5(1(1 Hw. persq. in. of projected area may be allowed for steel or H
tthafts in hraas bearings with good results if a less pressure is no
Mviihonl inconvenience. Marks says that tbeuneof empirical ri
Idol take account of t he number of turns per mionte has resulteti
'~ I much too long for slow-speed engines and too short for hif)
Ura.
hitham gives the same formula, with the coefficient, .OCKXSftTlS.
kurston says that the luaxlmum allowable mean inietisity of i
t be, for all ca»e«, computed by hi» formula for journals, 1 = --
anklne's, I = .. ..„ .-i in which P is the mean total pressnre In
■HtbOurt
je veiocity of i-ubbing surface In feet per minute, and cf the diar
i Kbaft in inches. It must lie home in mind, lie says, that the fricHi
on tlio main bearing next the crank is the sum nf lliat due the nclioi
I |ij«t'>n on the pin, and that due that portion of the weight of wh
■ihaft and of pull of the belt which ta carded there. Tlie outboard
•■arries praetieally only the latter two pnrt-s r.f the total. The ci-»l
I journals will lie mmie longer on one side, and perlians Khorter on Ih
I than that of the crank pin. in propoillon to the work falling iipoji ei
\ln their respective products of mean totnl pressure, speed of rubbl
[ f»c*?^. nru^ r,»i*mcienta of friction.
Journals running at l.'rO revolutions per minille ai
' er long. Fan shafts running 150 revoluilon.H per mimi
, -ighl diameters long. The iirdinary empirical mo4le
. iiH' length of journals is to make the length proportions
jind til make the ratio of length to diameter increase 1
■ ,'r wrought-iron journals:
Bers. per miii. - 50 100 IBO SiOO S&() SW 1000
Length -V dlaiu. = 1.2 1.4 l.S 1.8 3.0 .1.0 8.0.
Oaat-Iron jouraals may have I + fi = 9/10, nod steel jmirnals.
Tthe above values.
Un<f in gives the following, calciiltited fi-oni the formula
I mittcti r la cbe erttak nuUuB la laobea, aad H.F, the horse-i
I tbv craak-fxiu.
^
IS
TKR RTKAV-BXGIK&
XmMiOiurmu. Jovuui. tdiicrra m Idcbui
LcMdoB
RavolutloM Af ioan»l (wr miMM.
Jnom*!
Ilr
poniMl*.
M
100
aoo
SOS
an
M
.A822
.*
.4
.9
1.9
1.
feOnb
.4
.8
i.<
9.4
4.
Hpo
.8
18
a.3
4.»
8,
nSoo
1.0
4.
6.
10,
l^jo.ooo
a.
8.
I».
*.
1\O0O
«.
12.
1».
SO.
M.OOO
4.
19.
U.
40.
..41
W.OW)
a.
K.
S4.
f».
....
.•4
40,001)
B
18.
».
• •>•
..,*
' W,000
JO.
«.
4n,
-^
Applying thetje dlfFerent fomiluw (o otir six etifthies, w«hAVM
I XiiDflna No.
Mom. c>l
llJorse fiowpr
|-|lrV8. 1>»T iiiin ....
Mi'nn prfRmirw on rraok-pin = S
Hiilf wt. of fly-i»h««1 «fKl ••haft = Q..
Kf»<ilrant pvr»». on lirnririK
» «» + *•» = .»,.
Diaiii. of shHrt. Jniirnal
L<i>i)Kili o( »hnti juuriiMl:
I Marks, I - .(KXI(Ma5/ff,iV(/^.10)
Whllbani, / = ,0OiMM.VP,/?i/=^ 10).
I'V
TImralon, I
:
Raokinr, ( =
fiO.OOOfI
frr + a))
♦l.BOOt/ ■■■
Uiiwlu, I = (.004H+ IXJ,
„ , 0.4 H.P.
Unwin, J= —
AveraKB.
10
W
aw
3.3W
3 M
5.&S
4.?r
8.»
I.flS
4.M I 11.00
'».8T
16.63
H.OO 7.43
• Ot W
»WI
IT.flfi lO.OOl »'
If we UiviiJe lli« nifaii riMiiiUAiir prrK.si)re ivn M
m»a, iliui (h, br (lie iirodiif-t of tlif- dinmptfr <iii<l
tli»>Ki'w>'»"Sian<l«innllpst IfiiKlhoHtof tb« io^ci-
friven above, w« obtain IIm preMure per squoru icctl upcu tl»! '"*"
follovrs:
EiiciBoKo
1
2
3
4
fj
^
Pi-BRKiire iiersq. in.
\ji{iffv»t jiinrnal ..
sltortost
journal.
eg
112
15^
4.Vi
115
178
Kft
as
m
n
Arernse jimrnal
vt
Jonriinl of teiiKtli =
: diftrn . . .
Many of iJie formulae fjlve !ot lY»eUiTi?,-sVm\i.ftengin«i a lenpli '>' )
/ens Owin Uie (bi»meti>r. but *v>o\i *.\\cwv ¥>ttTiv«L>ft «■« T(Bn>v^ xef"'"
The laat Jine in the above VabVe Ua& \)eeu (aXc\i.\a,\«^ wi \\« <
DIMENSIONS OF PARTS OF ENGINES. 8tJ
tlie 1
•Is of the loog'«trofce engtneg are made of a length equal to
limenRkmc of Gorllm enirlnes (riten hv J. B. Rtanwood <Bii(;., June
Uielenjtthfi of llie loiirnnls fur engines of <imiii. of (\vl. lOtoJO tii.
Mne as llie diain. of the c.vllnder, ami a little iiiorB ihan Iwloe ihe
the journal. Fnr •ngiiies abovn ii) in. ilinni. of «-.vl. th« ratio of
diuui. JH deen-nst'd so llial. un eiij;inp of 30 In. diaii'i. lias a joiiniul
I. It.5 dlnnieier being I-I[J In. Tiie."^' IcnKlUs vt journal are greater
c )rivfn by niij of tlie forniiilMi iibon' ipiiilwl.
hiis appears to be n hnpelesK confusion in tlit' viuimis formnlw for
sliaft journals, but tliiH id no more timii i^ to he expected from the
iu the ooHflkMHiit pf fiii'tion, ami in the heai-conilnctlMg power of
tactual use, tht? co«>flicient, varjinR from .W tor even .IB aa Hjiven
town to .01, accvrdint; to the (.'onililion of lUe l>eariuK surfaces
PV
rteney of lubrication. Thurslon'a formula, I = ■ r. reduces to
: .OOOOtUXSPR, tn which P= mean total load'on journal, and
.lions p»'r iMinuli:'. This is of the snine form as Marks' and
iforinulie. in which, it /thu coelflcit-nt of friolion be taken at .10,
tlents of PK are, rpspcctivelj', .HXHilKS and .<MXKXJ515. Taking the
tbfse three forniuiw, we have I = (WOOoMP/?, if / = .10 or / =
B for any other value of/. The author believes this to be as safe
laa any for lenEtli of joni-nftb. witb th»* limitation that If it briiijts
f len^h of joui-nal lens than the diuiueter, then the length nhonld
^uhI to the diaiueler. WbeufVrr vvlih jf = .10 It gives a lenntb
Inconvenient or impossible of cunstruclion on nccoiuit of linilled
m provision should be nmde tu reduc*; the value of Ihe coedicient
I k^low .10 by moans of forced lubrication, end plaji etc., and to
ly the lieat, a.s by water-cooled Journal-boxes. The value of P
tAketi aa the rei^ultaiit of the mean pressure on the crank, ntid the
(fht on the bearing by the weight of the shaft, fly-wheel, etc., as
1 by the formula already given, via., if, = ^'Q* -|- S> for horizonlAl
md fl, = 5 + S for vertical euglneK.
mix engines the formula I = .OOOMfiSPR gives, with the limitation
iig-atrofce engines that the length shall not be lesB than the diam-
'ol lowing:
0... 13 3 4 5 8
'journal 4.30 4.39 1«.J8 IS.M 80. RO 21.52
per Rqtiare inch on journal.. 19C 173 158 155 102 171
[«oIiani» with Centre>cr«nk nnd Doublc-crauk
In centre-crnnk engines, one of the eranii arms, ruid ILs adjoining
ailed the after jouriml, usually trnusniit. Ihe power of the enpiiie
rk to bo done, and the jijiirnnf rcflsls liuth twihUngand bending
I while the other jotirnal Is subjeed-d to IhmkHhk moiiieiit only,
fter crauk-journai the diameter Khuiild bo cHlcuhtted the .>iattie lis
trlilltig crank, using the formula for comblntvl beiiilinp atjd Iwlst-
pat, r, = B-i- VAC 4 r^, in which T, in the civiiifalent twisting
h tba bending moment, and 7° tlie twisting monirut. This «alu«
i be used in the formula diameter = 4/ J^. llm benttingmo-
r a
>k«n as Ihe maximum load on piston multiplied by one fonrth of
h of the crank-Bhaft between middle points of the two journal
if the centre ciaiik is midway between tlie benriiig.'<, or by one
llstance measured parallel t») the shaft from (he middle of the
1 to the iniildle of the after liearing. This »upjicRe» the crniik
be a beam loaded at Iih middle and Bup]aorted at the cnila, l>Uft
would make the bending moitienl only one hair of lliix, consider*!
loft to be a lienm nec'tired or Oxed at the enUs, with o point of co
» one fourth of the len^'lh from the end. The ttrst. suvvw&^^^o ^
but .tiiicf ihi- Ijfniliiiii iiwinriti will in any case Vie ■m\4C\» \e»»,>3lV
a/f iiioniHot, 1J16 resiiliiiis: diameter will \>e but l\\.V\e y!,\->'ft\.eT >,>«
r> B aiipiHitiUion In usifit. for the forward Jovv^1^a^. ■wW'iW'« »*>*
\
liDg utowent t»ilr, diameter of gbatt 1
i/'^
814
THE STEAM-EKGIXK.
is the maximum bending moment and 5 th« safe sliearinR
metal per square inch.
For our alx euuiiies. aseiimiiiir them to be centre-craTik ei
Siderini; the eronk nhuft to be a beam Bupporied at the enilf
tbe middle, and assuming leiigtha l>etwe«»i centres of alia
given below, ve have:
£ag:tne No.
Leneth of shaft, assumed,
Inches, L .
Max. pi ess, nn crank-pill, P
Max. b^niiinK uiomeut,
B= HPi. inoh-lhs
Twistiii(j iimment, T — ..
Equiv. iwiiitiDi; moment,
B+ i'B'+T' ...
Diameter of after joarnal,
d=^/^S
y 8000
Dlam. of forward journal
«, -
~ r sow
1
8
90
7,851
S4
7,854
39.270
i7,VM
94,348
101,000
ise.coo
5,98
4,60
S.68
s.m
48
T0,«86
60
70,898
SISJSK 1,000.900 3.1
i,oflO,S90 «.iw,5aoi«,';
8,«ie,O0Q
11. »
10.88
3,430.000
IS.OO
11.16
The lenirths of the joiiriinis wouM he calculate.!
tlieottSB ot oycrhiine cranks, by the rnnniilii / -
the resultant of the mean [ircs.sure due to pr>-ssiiiv
and the load of the fly-wlieel, shaft, etc., <^d fa<li r.f it.
Unless the preB.sure« are •■qUttHy ilivided bflwit-u the ti
calculat<-d lenpth-i of the tw.i will lie dlffcrr-nt; hut II j*
to mal<e them both of the >-njne leiiEth. and In no ca.««
less than thediainetiT. The dlAnietfi-s also arv iLsiinll]
two journals, usine the largest diaiiiPter fiiund by cold
The cranio pill for a centre LMank whoulil be nf th'-sj^
ov<'rhnnK omnk, since Ibe length is dtHerniined froi
heaiiiiR. and not of strenRth. The diann't'T nKn will
since It is mnde preat eiioiiffh to roakr ''■■
proji-cted area (product of Ifnglh bj
free liibrlcntlnn. and the diniueier *o ■
cpiirfd f"r Ktrt-ntrth.
<'rank>*liaft lirlth Two Cranka roapl«d at
whole pew *'f "f t!ie Hiipiiie Is transinlttfil !lir>Mi:;h fhp ;*fr,.r
iift^-r crankshaft. Ihp irreatest twisiine mon.
mastimiim iwisiinc rn'oncnt due to the prt-f-^ ||j
If 7' = the maximum twistin)? moment jan^l
line of the pielons. then V, (he niaxiiniini l»
of tlie crunk sliiirt, and on the line shaft, pru
an nnsleof 45» with the centre line of the .
tills viiliie ill the formula for diameter to lesisi simi
tbd maximum twistinir m'>ment produced by one of the |iUii
eler In fn.'Ti.^s, niid ."J = ^nf.- wnrklnij vl,.'nVini' uliriii-fh of'i
, have d = ^"JXy^, or d = I W9 ,
DIMENSIONS OF 1 ARTS OF ENGINES.
81^
raoH
•«rd piston, £, = bending moment on ettlier Jounm] of the after ci
feo maximum pressure on After pinloii, T, = niaximurn twisUiifc momeii:
CUr journal nr (ci-wanl crank, aiul Tt = uiaxinium twititiiig oitiment on
■riwmal of after crank due tn pr<'88iir(> on ih« after piston.
^Hnuif^ent tnristiug moment on after journal of forward craalc » fl
WE^ - 1
ptDrrrard journal of after crank = B, -f- \ B,* + Ti'.
k fcfter journal of after cranV = B, + V B»' + (fi + r,)«.
values of equivalent tn-islini; moment are to be used in the formnlft
s/
diameter of journals d = i/ - — . For the forward journal of ttw
s
' /in oo
raii crank-abaft d
la customary to mok^ the two Jonrnats of the forward crank of one
neler, vis., that I'aloiiliitfd for ilip afti-i- lournal.
!9r a Tbree-cyllnder Engine with cratiks at 130*, tlie ^ri^atest
■ktn^ moment on thcufii^r puit uf the slinft, if the nia.xlniiiiii prfsxurpa
he three pistonii are i-qua\. Is c^qual to twioe thn nittxiraum pressure on
one piston, and It takes plat-n when two ot t)u» cranks make arelfw of
with the fentre line, ttin third urank heinKai right anglvsto il. iForde-
iwralion.see Whiiham's" Sleameiifrine Desi^i," jj. diii.) For combined
lion and flexure the same methoti as above givi-n fur two crank engine*
dopted for the Brst two cranks; and for the tliird, or aftpr crank, if all
power of the three cyliiiUtsrs Is traiiBmltted throug'h it, we have the
Ihalent twisting mamenton tbg fnrirnrd Journal = fl,4- k S,^+[T, + T,)>.
Ion thp after journal = i?, + f Ws' + (3', + T, + TV'- Bf aiid T, being
pectively the t>cndine and twisting moments Ctuo to the pressum tin the
nd piston.
fmnk ••bafts for Trlplr-expaitftloii marine Eoglnea.,
Oiijing to an article in Tlie Kiiahieer, April 25. 1S90, slioiiid 1h« niade
ierthaii the foriiiiila? would call tor. in oi'iler t<i provide fur the stresses
to the racinit of the propeller in a sea-waj-, whieh csii sscarcely lje cal-
led, A kind of unwritten law hot; Kprun^ up fur flxiai; the Kize of a
HUtaft, according to which the diameter of the siiaft is made about
^Kberc D is the diameter of the high. pressure cylinder. This I.* for
^■aflK. When the speeds are hij;)i, us in war-RMipK, and the stroke
^, the fnrniula beefiiiie«; 0 4D, even foi- ludiow sliaflK,
k« ValTe-slem or Valve-rod,— The valve-rod Hbonid be designed
love the valve under the most unfavorable conditions, which are when
)tem acts by thrusting, as a long coiiimii, when the valve Is unbalanced
Uaoced valve may become uubalaneej by the Joint ieakinpi and wlien it
■perfectly lubricated. The load on tlie valve is ihie product of the ar"i
the greatest unbalanced pressure upon it per Bouare incli. and ihe co-
ient of friction may be as hieh aa 'X^i. The protfuct of tbiH coefllulen t
the load Is the force neces,=ary to move the valve, which equals the
Jiuiun thi^Kt on the valve- rod. From this force the dinnWer of Ihe
e-rod may be calculated by Hodgkinsou's formula for uuhiinua. An
irical forrmila given by Seston is: DlaTn. of rod = d =.|/-Tr > 'i which
leiif^ and b = breadth of valvts, in Inches; /• = maxlnniitt absolute
■ore on the valve in lbs. per sq in , and Fa coefflclent whnse values are.
too: lODK rod lO.iXO, short IJ.OtiO; for steel: lonjr ro<i IS.tXiO, short M.NXI
tiitbain gives the slmrt empirical rule: Diaiu. of valve-rod = 1/90 diam.
"■' — yi d''"" '^f pi«ton-roa.
^Birn
Slot>llnk. i8eaton.)-Let 2> be the dUni.of tbe valve r(3d_
ia,ooo'
Iter of block- pin ivjbeo overhung s» D,
" " secured at both enda = 0.7b v D.
ecceutrlc-rod pitta — q,i >, ^
suspenskin-ixxl pins = O.Sb )(
pin when ovt-rbung =0.16'
816
THE STEAM-ENamK.
f
I
Brondth of link = 0.8 to 0 0 / D.
Ijeneth of block = I S to l.fl y. p.
Thickness of burn of link at miilctle = D.T v [i
If a single siiS|ieUKic>u nxl of mund section, itw diaiiii-i^r = 0 1
If tiro BUBpension rods of round section, their dill' '41
Sljse of Double-bar lilnkit.— VVh>-n tli<»ili>;
eccentrii; pins = ti to H times throw of eccenlriot \i"'"" -
half -travel of valve at full gear) P as befure :
Depth of bars = ].» >• /> -f I4 I
Thickness of bars = 0.5 x /> -f- H I
Length of sliUing block = 4.5 to 8 >; I).
Diameter of eccentric- rod plna = O.H v /} -j- )4 ko
'• centre ut gliditiK-bluck = 1,3 .- /'•
"When the distance between ecceuLric-r«Hl pins = s to SVt I
eccentrics:
DcpUiofbarB = 1.S5 >: /) 4- 1^1
Thlokncssi of bars =0.6 >. D+Vk*
Length of slid InK block := <.5 to • K D.
Diameter of eccentric ■ rod ptns = O.TS >. t>.
Diameter of eccentric boltn (top end) at bottom of ihrMd = I
of iron, and 0 S> >: L> when of steel.
The Eccentric— I>iam. of eccentrlc-fheave = S;4 X '
+ I.M X diani. of shaft. V as Ijefore
Breadth of (be .sheave at the shaft = MSyj
Bread ih of the sheave at the strap s= O + oi
ThickneBs of metal around the shaft .... = 0.7 x
Tbiobnesfi of metal at circumference = 0.4 y
Breadth of key <= O.Tx^,
Thickness of key = O.V x]
Diameter of boll^a connecting parts of strap = 0.0 X (
TBICUIBSB or ECOSMTRIC-fmAf.
When of bronze or malleable cast Iron:
Thickness of eSceatric-strap at the middle. ....... a 0.4 X i
' "' " " sides KatKt
When of wrouirht iron or cast steel:
Thickness of eccentric-«trap at the middle a t.% X 1
" '• fiides = tij! y.\
The Efceiitrlc-rod.— The diameter of tho *
and at ilie eooeijtric end may Ije i-ali-iilnteil In the Rattre »:»J" j
coiinectiug-ioii, tlie length beiti^ " ' ' :
pin. Diameter al the link end ~
Tbl« i* for wrought iron: no ri •
Eccenirre r-ids are often made ■
BeverMliiK-ttear slionld Im'
slretiKlli to wiili.stntid llie stniii. 1^
same time under the most iinfavonn'ie cii\iiiirsi,ii\crs , 1
stifTnests reijulsite fur (food working.
AssumiiiK the work done In reversintf the llnfc-«io»liin. H". tl
due to overcoming the frietion of the valve» 11 ■
travel, tlien. If T be the travel of valves in in< '
rz/ytxpN r/ji^, ,.
laV b y ^ u\ » /•
t'.b' audp' being length, breoilth and maximum
of tbe second cylinder; and for an ejcpeusire eOKiiie
yLY-WHEELB. 817
rain at any part of the gosr liavlnfc motion when nrvereing,
so fouiiill>y llic> H(mcb niovcil llirdiieh liv iliaC }iart in feci;
the strain in ponntls; nnd Ihe flrp mny'be round from Mie
■ of oontilruL-iiuii for nny of the |iarts 'it tlif sTfiir. (Seaton.)
rameM or Ded-plates.-Ka ilednlte rules fnr tlie dt>fii^
bes liare been given by anlhors of wcirks on tlie»tfftiti enelne.
BUB ai'e left lu the dVsiKner who nses " rule of thumb." or
kistinB euKinHS. F. A. Halsey Ui". iUich., Feb. H, 1895) hks
|>arlsion of proportiuDH of the franm of horizontal C'orllM
reral btilUlcrx. The metlind of comparison is to eoniputo from
taeots the number of sqiiari? IncheH in the smnllegt oroBS-tctv
^me, that is, ImniedlnKJly hehind the plllow-hloclr, alao to
iotal niHxImniit iirpKmire npcni ih>* pinujii. anfl to divldi^ the
^ by the forinpr. The result (jives lh<? numh«>r of pounds
A the piston allowpd for each square Inch uf metal lu the
todii that thu number of pounds |>er square inch of finiallest
|Une raD^eM from S17 for a lOx !<0-iii. en^biB up to .W5 for a
L A 30 X 60-inch engine shows liO lbs., and a a.'-lncb engine
■en running; for many years shows DOT lbs. Denerally the
tae with the »ij.v at the eutfine, and n ion' cross scet ion nf melal
tti relatively long slrokeK Chati wiLli short one.q.
Pove Mr. Hnlsey funnulateK the general rule ihat in engineii
^^>eeil, oikil having slroke.s tip in one ani^ (ine-balf Tit»t^s the
Ihe cylinder, the loail per svqiiare inch of Buiallpsl sectioD
<B lO-ineh engine %0 pound><. u hiuli flRui'e sliould he increased
te^s up CO boo pouDus for a !)U-inch c}'llnderof same relative
hi|jb speeds or fur lont^*r si ivkes the load per iU)Uare inch
iced.
FLY-WHEELS.
of a fly-wheel la to Blore up and to restore the periodical fluo-
ergy Klveu t*i or talii-n from an engioe or niurhlm', and thiia
Ximat«ly coDsUint the velocity of rotutitm. Ranklne calls the
the coefficient of Qiictuatlun of speea or of uosteadlneM, In
oieao actual energy, aud ^E the excess of energy received or
Fined, alx>ve the mean, durioK a f(iven int.ervat. The ratio of
escess or deficiency ot'eueritry ^h' to the «bole pnrmy exerted
or revolution (ieneral Mor'in found to ije from 1 rt to ^ for
r eugiues uaiDK ex|Hiusiou; the shorter tlie cutoff the liigber
* a pair of engines with cranks coiipleil nt 911" tiie value of the
(Jii. and for three eonlnes with orHuks at lao^, 1 lii of its value
Uider eneines. For tcrols workinK at intervals, such as puuoh-
id plAte-ciilting niiti.'liiue.'t, coiuiu»: prehses, etc., AEis nearly
ol« work perfonued atencb opi'i'utioD.
duces the coefficient ^ to a certain flzed atnouol, b«loe
ordinary macblnery, and l/ftO or 1/60 tor macfaioery for nne
«Iprocal of the intended value of the coetdcient of Huctua-
^iftlie fluctuation or enerycy, /the tuonicDt of inertia of the
I and o» its mean angular velodiy, / = - '". As the rim of
\ usually heavy iti comparison with (be arms, /may he taken
jtn which W = weight of rim in pounds, and > the radius of the
'"" / = "'"' \ If V be Ihe velocity of the rim In feet per
suol mean radius of the (ly-wbeel In steam-engluea If from
lies the length of the crank. The ordinary valuesof the prod-
it of time being the second, lie between 1000 aud aoQU (eet.
rKanktoe. S K. p. <;•.'.)
a for I'Dgim-s nith automatic valve-gear W = WftJSftI
= are* (^pl&toa in square inches, S = atiroVe Vn '
rSS^/to'fe.f**^ "■ : " = revoJutioMpev a.Va
rbeeJtafeet. TJmrstou alsu giyetj tSt ox^
untiiiuiy purpoaea, "= S^toSper ct-nt. For goda
piir|Hi«e&, Hitcb as coUoa-RpinDing, Ibe vuriatiou sboq
ufi- ecul.
K M. Kiun (TrsD*. A. 8- M. £., ziv. ]0C) derelope •
C !■! I H P
t>f rlui, vti., H* = — siT,^——: "ud weight of rim perl
M bich C TM-ies rrom lO.OOO.OOO.UOO to aO.OOO.OOO.OOO; al
of C, be obtalim for ibe eoergr of tbe ay-wb«el
(•>:U.P.(a.l4i»f>'/i*' gnO.OOOHP. „, , , .
«./..- yrS.rriioO = ^^— Fly.wbe*! e-nergj
Tbe lliiiil i>C vHriatlou of speed «rlth such a weight c
power yteT fraeliou of revolution ig leca thao .(KH3.
Tlie value of the coDHtaot C Riven by Mr. Rites «ras
of tbu WegtinKbouge ninKle-actin); eneiues used for
doubieactiDK eoRinee in ordinary oervice a value of O
probably be aaiple.
From these fornuile it appears that the weight of ttu
boixe-power should vary tiiverseiy with the cube of til
square of tile diamet<*r.
J. B. fitanwood (Knti'g, June 13, IBDI ) sars: Wb(
lowest pistoa-apeed probable for on eoeine of a cert)
weight for that speed approximate)) closely to the foni
ir= 700,000 JJ-,.
n' = weight In pounds, d = diameter of cylinder In
Inchei). D = diameter of wheel In feet. R = revolutic
Hponding to 480 feet piston -speed.
Ui a Beady Reference Book published by Mr. Stani
he irlvcR the same formula, wjili coefBolents as folios
Kini-n, ordinary duty, av,O0<l; same, electric liKhting,
hl^h speed engines. i.tXXI.OuO; for Corliss eni^mca. d
electrfc-llk'btiim l.OOO.OCW.
Thurston's fonnula above given, W = _.^, with a i
PLT-WHREL8.
*nBriiies operating —
Hammering And onishinR ni(u;hinei7. a= 5
PxiinpiiiK and shearitiK inatliiriery rf = iM to
WeavioK and paper-making uiacbinerjr d = 40
MilliDir machinery d = 50
Spiniiiiig^ machinery d = 50 to 100
Ordinary drivineenginea (mounted on bed-piste),
belttranamlssioii... d b Sfi
Oear-vheel transmission d = SO
lini'sfortimlafurweigbtof fly-whfielln poundafB 1^= tX ' ' '
e
i» the coefflclent of Bteadiuess, V tlie mean velocity of ttie flj.
t in (e«t per second, n the oumt>er of reTolutluns per minute, t'^
^-Jlent obtained by graphical solution, the values of which for dif-
r^ conditions are ^tven !□ the followiue table. In ilie lines under " cut-
• ^n(^■DS "compression to tnitiaJ pressure," and O " no compression
iLtrBS or i. SlKoLE-CTLINtJtR N0N-CO^fnW.■iIN0 EWOINES.
m
f-
t-
■
Cut-off, M-
Comp,
p
242.010
208.200
iet).590
163,0:0
Cut-off, ii.
Comp. (^>
P
809,1711 S20.7e0
178.460 188,M0
138,4*0 l(i5,S10
135,260 ... .
201,920
]70,IMO
146,610
cuLoff, a.
Comp.
P
SiMOLE-CYUNDIR CONDENftINQ EHOINES.
S| cni-off. M.
!5:
i Ciinip,
,a5.&flo|ir»..'i60
l»4,M0,l 17,870
1)48. V80! 140.000
Cul-oflr, V6-
aJH.lM
174,a80
cut-ofl, a.
Comp.
P
173,660|a04,210
118,3G0|1&4,7S0
107,14(J
I3S,0S0
Cut-off, 14.
IKI.rilO 1HS,»40
174,030 167,8tH)
Cut oil, ^. ^
Comp.
189,600
174,8.M
161,8.%)
t51.6S0
Cninp.
P
17a,6flO
o
TwO-CYLnTDER ENOIHXil, CRAHIS AT DO".
id
3*"=
Cut^flT, 1/6.
CulHoBf. a.
Cut off, ii.
Cut-off, a. '
ii
Coup.
P
0
Comp.
P
0
Comp.
P
0
1 Mean
f 60,000
Comp.
P
0
oo
oo
DO
DO
7i,fleo
70,160
70.040
10,040
tMean
[60.140
S9.430
BT.Ot*
b:,4i«
80.140
1 Mean
[64,340
49.272
49.150
49,S20
«r.e;o
3&,500
1" 3fi,P50
J
Thrxc-cvlinder ENontss, Crajikb at 130°.
, S3.9IO/ 33,340 / 33.870 I 35,500
aO,ml 81,670 I 3S,U0 I 83,810
A» M m««f. w;„^ of i f„r tj.eae enKlnea we may use
I TMlllll
THE 8TEAM-ESOIKB
niii I
. enlrirns*! Force In Fl)--«rbceUi.— I«i
roiiuiU; a = iiivaii radius of rira in fem; r = l«»t»l(
fa.lB; V — velocliy of rim in feel persec/nd = S»Kr-
Centrifut^al force of wbole rim = F = ——
ga
Tlie resultant, aollnit; <tt riaflit axKlea to a dlauieler
lends to disrupt one luilf of the wheel frain the other iMit, I
the section of Mie riui at each end of the diameter. The ta»
rnilial forces lalipn at riKhl anglea to the diatueter la I -*- )M
of tliese forces; hence the total force f is to bsdlrklMll
= 6.*J8*5 to obtain the tensih- strain on ii." .■m.^ .-...tiou of I
strain on flie cross- sett itm = .S = ' lh« '
rim of cast iron 1 inch »n\iare Id s' a =
henc« strain per Mtuare luch of wi i., ^._. ... „ .: . ;m = i
.0002664 ri'r' = .(KWHTOl'', In which i> = diauipltr of wh<
velocity of riiti in feet per niiuute. ^| s: .OIK>ti.-*, tf c jo V
ind.
For wrought iron S, = .OOUaoeiPi' =. .0OO86412fA
Fomteel S, = .(WllsM/^r« = .ooOiHWi D*
For wood S, = .0000eSS«»i'» = .nV(K£il*i
The spreiflc gravity of the wood befng taken at O.tJ = Sf
jOr 1 /12 the weight of cast iron.
.Elra»ip(e.— Required the mraln per Bqnare inch in the H
lliheel 80 ft. diameter, 110 reroUltionn per minute.
Jiired the Rtrain per square inch in n
LOiinnte Atimrer. .ttUhlT y .VKO*
ll» CBBt-lron fly-« lieel rini», ou account nr i
In securing sfunidnesR. and a tfrnslle sli^r .t
much a« can t)e fts.suiiied with safety. tVi I
itnaxiniuni ollciwwlil" ^luiin in il"> rim ..r i
■prmdn tn a rlMi ni
r For any glvpn m i
((epends only on II,. \
CTlins. E Emery i('u.vi. J/uy . I
ef the arms Is arallaljle to ^t u
Hrheel centres are relatively Iniu •
Terse gtr«in8, from hells and /rum i- ,i
HO certainty ilvai the arinn and rin. 4
toireilier in resi.-;iii\K disniplinii, s,. 1
and maliiUB it Klrong enouRli I
safe limits, a» is assumed in II ^
It docs not appear that ilv ■ r
rlinsafe at the coniparHtively luw y
imttteriais aro nspd in rmuctnictloti. ^
Ihave failed i!<nsimllr either the " m t
Matt causeil l>y the brealdtitt '•■ j
IdeaiKn or defective materially ■
Chas. T. Fniter iTianii. A. |
Iliurstiiip; of a (lywIiHel Mlib ji <|
BltrihutcN the hnnning of wlir .■
of the llniideM and liolr^i l.\ ", ' j
Xlinrxlon, ■ Mnnuiil iif ■ 1 f
Arm* or FIfw i> *
ra/.'.;, . .)uK .'ill. i-,.im ■
?
'iioneann; S=n.r%iu9m
single and 11' f>'r rimibln
eU iu iuclicci: .1 — iiuuilivi of uriiui; L — \-
«m V. Itiilr, il = devtlt o( Iltui &\
Tba l>r«liltl« ot tt^• krn» W \^» V
i
itU >iM» >lltt')"« •*■* "^^
mt Nirniui
FLT-WHBELS.
821
.„j rorniulo. tirat osKume Rome depth for the arm, and caltMilste
i bri'adlli (o go with It. If It gives too round an arm, assume
I a lUi.l(> creator, and repeat the calculation, A oecond trial will
»jrs Rive a good secHim.
rtf Hie arms at the hub having been calotilatecl, they may he
■rtdtieod at the riui end. Tlic ocl iinl amount caiimH tw» oalculatMl,
loo many uiiknnTTQ quantities. However, the depth and
I reduced aliout one third at tlw rim wilhuut daiiK*^r, and tbia
ill-shat>«-d arm.
I often cast in hnlreB. and bidted topethpr. When this la don«
teare should bp taken to provldo (iiiffieient metal in the bolts.
to be the very weakest point iu such pulleys. The eoinbloed area
' '* each Joint should be about :J8/1CI0 thu c'rogs-sectioa of the pul
"lit. (Torrey.)
d = O.ftJST
d = P.T98
for single belts ;
for double b«lt8;
iif I lie pulley, and B the breadth of the rim, both In
.ula>:ii-.- based on an elliptical 8«jtlon of arm in which
rf = 2.5A 'in :. " iilth of b«lt = -l/fi the width of the puller rim,
II drivintt foroe lrAn8l^itt<^(l hy the bell of 56 lbs. par inch of width
It and iv: l>>^. (or n doubit! belt, uad a i>Bfe working atreas of
)0 Iba. per .'^iiiiare iucb.
'b formula we malce b = 0.id, it reduces to
■Given a pulley 10 feet diaiii*ter; 8 arms, each 4 feet Fouk; faee,
■■ belt, 80 inches: required the breath and depth of the arm al
irding to TInwin,
*/WL i/WL
^ = \ m:v «*= y la"-
V,U -^^ = 0.588// — 8 — ■ = 6.1fi for stnglo belt, 6 = 8,06;
t /BV ,/36 X180
i/ -^ = 0.tTO// — |p— E 6.S0 for double belt, b = 8.00.
^Torrey, if wp take the formnla 6 =
and assuine rf :^ S
»W. resp»>ctively. for slntrle and double belts, we obtain ft = 1.08
■pe<7tiTpiy. or praetically mily one half of the breadth Bpcordinu
mil. Mliice transverse slieiiprth is proportional to breadth, an arm
If as strong.
ruriiiiiln issrti<i to he hanctf on ft factor of 9!!i.l«i,y of 10, but thin
!>,- fridy apiiarem and not real, since the aesunipUnn that l.h«
u-h nriii is equal to the strain on the belt divided by the number
fo say tlie lea.Hf, htnecnnite. It wrnild be more nearly correct Us
• ^ham of tlie lielt is divide<l amon^ half the number of arrtis.
snme ar<,sunipiion in developing bi.s foriuula, but says it is
■le I rue. and that a liinje fnctoi' of safety must be allowedi
' • s the \'t\v (iKure of a'iSO lbs. per square inch for the safe |
reiiglli of cast iron. I'liwln says tlint liia equntiooa agree well
firm or flr-tt'hevlM for Tarloa* Sp«eA».— \t '
Hiliir niaxiiiiiiin vvlrjclty of iiiu allowable, Ifaen SOW -
tdiiUon.-i ftor minute, and t> = diumlw ot v\l0
Ce.
S22
THE STBAM-EKOIITB.
Maximum Diametkr or Fly-whso. Allowable von D,
or H«V0LFT10tl».
a
ABBvanine Maximum Speed of
AnumJoR lUxUnun
n( flOOO fret |>rt H
Itavolntions
5000 feet por miiiiit*'.
per miDute.
Circum. ft.
Diani, ft.
Circuin. ft
m
W
125
89.1)
150.
SO
100
SI. 8
ISO.
,
eo
88.3
SC5
too
^
™
71.4
az.7
85. TS
m
HO
ea.i
19.9
75. m
■
90
55.5
J7.7
CO. no
■
IIK)
50.
15.«
Ikl lO
■
lao
41 87
18»
.Vl IK)
■
140
85.71
11.4
4S.S6
■
lao
31. i»
9.9
37 5
■
180
aT.77
H.H
.fj .B
■
SOD
•J6.00
8.0
30.00
^
aso
sa.73
7 3
«.«7
S40
ai.Bs
BO
».00
aoo
111-23
6 1
SS.OIt
880
17.88
5.7
ai.ia
aoo
I6.t)6
S.3
so no
^ sso
14.39
4.5
17 14
H
K 400
la.s
4.0
1.5 no
fl
V 4M)
11.11
.1.5
i».aa
■
^ nan
10.01)
3.a
fi.M
M
Strainn In the RIma of Plf1>*nd Wheels
Centriniical Forre. i.lniiieriB. Slanwooil, Traoi^. .\. S.
- Ml'. SiimwiK'il uit'iitionii one cusc of a HvliaixJ whivl wlur* I
velocity OH a 17' B" w ln-fl is over 7500 fl. j«er i
In band Kan-iiiillK die blade of Ihf saw i
wheels 8 and 9 ft. iu dlaiiieter, at a periplierj i
minute. These wheels are of cast iroD thiougi..,
a laive ntiinber of arms.
In shingile-niHcliinesand chippinKniaohiues nherecasl-lrnix!
.5 ft. iu diameter are euiployefl, willi knIveH i»iiert<^ rndlalljr. I
frequently 10.()00 in H.ooo ft. per inii>ii(e ai ihe perlpherv.
If the rim of a dy-wheel alone lie conuidereil, tbv tensile aliata I
I'*
per square Inch of the riin Hectlon l» T ^ -zrr- nea/ly. In vtilch 1* '
in feel yn^r second; but this Ftrain is modified hr »li» n^i*imarm at
which prevent the uniform circuinfereiiliale.V! 'hnrlm.*
n bending as well ax a tensile strain. Mr. Siji' .w ibr
band. wheels due to transverse bending uf u . iii> tlm I
pair of arms.
When clif arms are few In number, ami of IsrK" rnaa-a
will be strained transversely to a Rreafrr d«Kr«e than ■llll •L
of liKht«r arms. To Illustrate the neceiuiary riui Uilrlia«ia— h
rim v«locitie«. pulley illuuK'iei^ iiumlier of amia, tCc, tW toUam
isgiTen, baaed upon Uie foruiula
FLY-WHBEL8. 8S3
TfalckneM of Hlma In Solid Wlie«lB.
Velocity of
Biro In ftet per
second.
18*
184
Velocity of
Riiu ill feet per
miQUte.
3.000
S.'.'fiO
6,280
11,040
11,040
No. of
Arnu.
IC
3fi
Thick new in
Inchea.
a/10
18/3*
16/14 ■
ult of rim velocity for all wlie^ls be assumed to be HS ft. [>er sec-
L to 1 mile per minute, F = 6000 ibs., the f ormulu t)ecome8
f
< =
■47M
heels are made in halves or in sectinna. the t>ending strain may
I to moke t greater than that given above. Thu», when the joliiC
f way between the armB, thf lienciiog action i» sitiillar to a beam
simply at the ends, uniformly luatled, and t \a 50Jt greater. Theu
la becomes
V F> 10-'
I mAzlmuni rim velocity of 68 ft. per eecoodand F= 60001be.,
^In segmental wheels it ifi preferable to bare the joints oppoelte
rheeto In halves, if very thin rims aru to be employed, BboulU
J arms along the tine of separation,
D should t>e given to the proportions ut iRrRe receivltiR nn<l Hght-
eys. The thicltuess of rim for a ■SK-in. wbe^l i.sbown iu table) with
OClty of 88 ft per secootl. is 15, IB in. Many wrecks have been
the failure of receiving or liKbteuiug piilli-ys whose rims havebeeic
Fly-wheels caleuhit*^ fcjr a given otR^ftleieiit of steadiness are fre-
Kbter than the mialiiiuui .safe weight. This Is true t.si)ecIaUy of
sis. A rouph guicie Ui ttie rainfmuni weight of wheels enn be tie
a our fonnulae. Tlie arms, huh, liijfs, etc,, asually form from one
one third the eoiire weight of the whe«J. If l> represents the facn
in Inches, tlie weight of the rim icmnBidere*! as a simple annular
3e II' = .H2(llh rbs. If the limit nf speed is 88 ft per second, then
rbeelii I = 0 7ii -i- ,V». Fvr Heetional wliet-ls lioint heiween nrmisl
- y. Weight of rim for wilid wheels, "• = .^iifh-t- N* In poiiuds.
rim in sectional wbei'ls< w iib Joints between amis, ic = StVCft -i-
ids. Total weight of wht*!: for solid wheel, W = .TCcft -s- .V« to
i'', in pounds. For ae^nrnlal wheels with jolat between arma,
'b -t- JV' to 1 3<i'b ■*- iv', in pounds.
(ct is further discussed by Mr. Stanwornl, in vol. xv., and by
lo Lanza, in vol. xvi.. Trana. A. 8. M. E.)
len Rim Fly>wlieelA i-iilJt in 1K91 for & pair of Corlisa en-
AiiioslifU^ MfK. Co.K mill. ?i1aii('heKter, J{. M., is described by
BginTrau.s. A. S. M. E., liii.tilS. It is .10 ft. diam. and 10H iii. face.
I'J iucbe.s thick, and is built up i<f 44 courses uf usli plank, 'i, 3.
■ thick, reduced about ^inch in dressing;, set edgewise, ao as to
ts. and glued and bolted ioj;ecber. There are two hubs and two
na, 1- in eaoii, all uf cotit iron. The weights are as follows;
t (calculated) of nsh rim 31.BAS Iha.
of -M arms (touDiiry 45.(m) 40,aW "
'■ L>bubs( •• 3S,(K»> a\.5«\x *
MKefe-Ziw /» flarnis 6M *'
fv-icluaiog bolts aad acnwa " iW.'iW*. "
f^rterf at Tt rera. per nUn., b«ing a surtace spMA
r
S24
THE STEAX-ENUiyS.
tf t'list
I
I
Iilr. Manning digciwws the ivlalive saft'iy
wheels as follows: As for sAf^ty, ili.
oeseH. Ih« hoop termion In Die rim per m
as lUe «v«ii;la per cubic unit : and it« envi
the tensile Rfrength fj*?r square unil; ihriffu: <
by the Wfii^lits will givf it-lHlive <ralut-« ('f ■■
weiE'iiiiK -l-'iO ll'S. pi?i" ciiljic fool nnd wilti it '■
per Kquare foot wt)ttl<l trive a value i>f 1,1*0,'
which the rim was iiinoie, «e>;hiiijj M II*. fn-i
Iba. tensile HtreHElh per miuure fncil. irives a
ami !a,mi ■+- SiOO = 10. .W. or (he wood-liniiin-.I j"
than rhecasl-lron when the cavtings ure K^h^I- TIi'
rimmed pulley to increase Us speed lo | I0.5S = a.J
cfl.Bt-iroii one witli eqiinl wifetv.
Wooden Ply-wlieel o'r ibe Wllliiuantle Llnra <
truted in i'mcrr, March, IS»i. i— Rim 'J* ft. dlnm., liu lu. fw'e.
carried upou three oetii of anus, cue iiudec the ceulre uf each brll,
arms in eacli !<et.
The innterial of the rim iti ordinary whltewor-i '.. in •„ t\„r\ct:,-u
secinents not exreoriine 4 feet in length, on '
These were wsembleil by buildlnp a oompleii
» llli the H liieh Inside and the .'>-lnch oiit^i If i
rie wiih the widths reversed, bo as to i
added was brushed over with gluo and i
the pieces already in jKisition. The oai j. .;.
futinh thicknesg. At, the eml of eacli uriii lour U-iiicIj
rim. the ends beinp covered by wooden pluKS|;lued nnd ili
of the wheel,
Wire-ivouiid Fli'-whcclii rorExtrrmo s
AugtiRl U, IHWI.i — The |H>wer n quired lo proiliice 'I
very large, varying from -Am (.. lO.tXW 11.1'., a.-,
the tube. Since this power Is only nesiled for
to 4.'j seconds lo convert a liar 10 to VI ft. Ion,
tul)ei. and then some time elapws l>ef.ire the i
12*10 n P. pmvideil wlih a large llywhe<-l for
[lower enoiit;!' f"r one s<-t of rolls. These tlj ■
such great speeds that Ibe ordinary inelliod < i
followed. A wheel at the MannesiiiAliD Wi'i l[- mi,|
in the usual inanner, broke at a inngenltnl ' vm
*rhe rty-wlieeU deslKi'wl to hold at iiioi e Ilia; .-en
cast-iron hub to which two slei^l diskK, ■:■'
the circunifeiviice of the wheel iImi» foi
tlildor a tension of 50 lh«. In ihn Man' „
such a wheel inakest 'JM revolidionii a njlnule, cu< i ta>t<uuULiW iv • fc
velocity of 16,06U ft. or ^.S.*) miles per oiinutr.
THE SLIDE-VAI.^'K.
I>«flnltiAnH.—7'>Yii>e<= total r
Tliroirirf llif Kccentric = eccenn
centre of tile T>littft to the centre I'l
yalve. (8onie wrltej-g n»e the term •■ thf
the valve.)
Lnp o/ the rvr/tv. also calle<l ntitfHde Ian or nr«ni-lnp =
or steam edge of the valve exiHinlti l.iyond or laps over
the p'>rt when the valve Is lu lli« lenlrol |>o«itlon
/njinfe fa;
valve ex(. 1
valve lf» 11
even nxK
valv
lUfl
/
nr ■xhwff.h
'UTaiiT ilie tnni-r
*ni'-liitM>s i-iill.-*l
"xhaasi nUi
hd port
' •*• iim4i
'I the Ml
• klLttUtf dM
■t •Iu«.,
\k»A wh«o
Voice.
THE SLIDE-VALVB.
825
nice. If til* piston begins Ha ■troke before tht Bdmiulon of
iuk the valve issalil to have ii«patlTr lead, and Its amount is the
e^fSf n( the vAl*e over the ed^ of the port at thn iiiiilant wben
St r<jk«< begins.
rie = the aiiffle tliroiiKh which the focentric must be rotated l«
rttMP edge to travel frum its central position the iltolanoe of the
■ rtrlv iiiri> nt tbe eccentrjc = Inp-antrle ) lend nnisle.
nlf',111,;' - )Hp+ lea''.
of L.&P, VemAf ete., npoii the Ktenm Dlntrlbntlon. -
t- travel m^ in.. Iiip i^ io.. leaii 1/\6 in., •xliauatlap ^ in, re-
iik |)oailioii for (iiliuissiou, c-uiofT. relviiKi- imd ciiiiipresiitan. and
»<krt-o})eiiiu^. (H'tlH«5' on ^liile vulve Oeiim.) I'Mnw a cii'cle of
fh = iruvcl of valve. From O the oiMiii*' wi <i(I tki =. lap and tilt
'ect ptTpendlRiilnrx Oe, nr, feci; IIikii ef. in tlir Inp-nnu'le and cd the
«, inenBiirml hk aruii. Set oft /go. cd, llic It-aa-aiiKle. then Off ia
in of the crunk fur iitetini iiiluiiiHiion. Svt <>IT icr ^- rri fn>m /i to I'i
tile crnnkanKle for cut off. andfk-t-fh in llie fmctlon of gtroke
I at ciit-ofT. Set off Oi = exhnuHtlap and draw Im: nu ia the
ip angle. K<^t off Ak = *<' t i-it - em. and On Ih the poallioa of
vleaae. Set off /p « w + rrf + ewt, and (>/> Ib the potHiion of oruik
^rasion, fct -*■ fhiti the fraction of stroke conipletr-d at releaae. and
I t>ie frni^liriii nf Ibt* I'etiim stroke I'oinplettKl wiien L-omprenaiOti
A, the lliriiw of lht> rocentrir, minim ^>a IIih lap, «^ualii ah the
> port-openiiiij.
■btM neither Up nor lead, lh« line JoiniiiK the centre of ibe •ooen-
(' Cut-ol
Via. 146.
the cetitrn of Ui4f thatt lifittg at rJKht anfcWs lo \\\« \\\>« ol tt*'
0nr'"'- •• '■'"■■' (■../i-.ir mil stroke, adiiiiiifiioii of etebin Xjfci^t^V*"* " "'
"■'■ ' en'""*?"* Iheend of thr slroVw..
' . . . ' ■* "» 'o L-iiC off sl«aiu beCortt IkM
1....^ '."^^ ad^a;^t^\VThe''?^iSk£S°X^
826
THfi Sl'EAM-ENQINE.
''<tol
- ttol
.-tW
before lap was adde<1, and adTancitiK- it a flirthpr »ri..iiint iviiiil in iW l|
anele causes i<tpam to be admitted before the t' ^«»
Having (fiTen lap to tlie valve, and havinR u
■haft from Its central poKi'timi ot riRbt nnsle-
au^ular advance = lap-aii);le and lead-anKle, Ihc (
cut-off. release or exIiaiiKt-openini;. and coniprefsi. i
lake place as follows; AdnilsKinn, when tlie irranW I
having reached the centre; cut-oiT, when the crank In
one lead-aof^le of having reached the centre. FVii
steam the crank turns through a seniicircia less t« i
greatest port-opeuin^ is equal !■) half the travel of
Therefore for a (riven port -opening the travel of '
creased if the lap is incren.sed. When exhaiixt-im. !
delays Uie o|>eniii(; of the exhaust and hasiei;
rotation equal tn the exhaust- lap angle, wbicti
the eccentric rutates fmni its middle position w !,
valve uncovers its lap. Releniw then takes place »).-
lap-an^rle and one ieadangte ndnu»> one exhaust-lap ,>i
the centre, and eoninressibn when the crank lacks Inj
exhaust lap anxle or having reached the ceJitre.
The above ili:icus.sion of the relative position of the eratilE. p***j
valve for the different iKiints of the stroke ia accurate only »iih»<>«^l
ine-rod of indnite lengtli.
For actual conneetinff-rods the aoKUlar position of the n"i «■
distortion of the position of the valve, causioK the events 1" ink/- lit^
late in tlie forward stroke and too earlv in the retn'
this distortion may be accointjlislied t • some extent
as to give equal lead on hotn forward and return >':
. the exhnust-lap on one end so as u>e<|UHliz« iherelea.^*' ■•
\ T. A. Halsey. in his Slide-valve Gears. deHcribes a tneihinl -
cut-off without at the same time affectinic ili'' ••'j>inBrv
deniKninij- slide-valves the effect of angularity I ■
be •itridierl fin the drnwirig-lMtard, and preferaK.
Sweet's ValTO'-dlaKrain.— To And nut^i
for different cut-offs and iMmpresBiotia (see Fig. ilZi: Uiaii a divl' **
I'OT
Fw. I IT.— Sweet's ValTc-diaKTUa.
diameter equals travel of valve. Drnwr illsineter BA attJl f»wli«i»<j
HO that the length AA' b«ara the sojne ratio tn Xd m» the keMtii of ^"^
ing-rod doM to leoKth of engine-crank. Draw small clfrl>««lf
eter equal to lead. Ij»t off .t'"" s^ ilmi iMii.i ^.f .tc 19 "
parts of the stroke I '
araw XS perpendiculn
To And release ami
through X parallel to f'/ /-iiMl ^■n.il h.' |
a;ifl compression. If there \* an »v»\Ae\ftv,'ii.
niffius .ri' equals Inside la\i Viv >». Hi; vut.v
■:; thfn H and 1.
7A'»od,U«.th.
«iav«,Ma<^ \a *•<»«•»• ^*I ™»
THE SLIDE-VALVK.
827
POTEk end of valv«i. To determine tltk amount, rhrouRh it with
TfSf = AA*. draw arc if P. from Priraw FT pen*nillciilar to AB.
f in die anioiiiit lo be lUJ'lvd to insidt* t.'ip on vrAuk i*iid. and to be
d from inside lap »in back end of valve, inside lap bein^ XY,
If WiVwKiiii I'lilvr fiiiKtyiim. 8«-e HqIshv on Slide-valve Gears.
Z«uncr Valve-diagram i,s Kiven in iiiohC ■>( the \Turks on the
r, and iu truati!>e8 ou valve-gears, as ZeunrrV, I'eabodjr'H, and
Flo. IJB.— Zeuner's Valve-dlaKrara.
^1. The rollowiiiK iHeuudrndiHl from Hultnes on (he Rteam-en^ne:
a a circle, with radiUN (>A eijiial lo the half travel of the valve,
'nieagureoff OB equal to the oiUHlde lap, and BC equal to the lead,
be crank-pin occupies the dead centiv A, the valve has already
to the riirht of its central ponition hy Ihe space <)H-\- BC From O
le perpendicular CE and join OK. Then will OE lie the position
d bv llie line j'^Inin^ the cenlie of the eeeentric with the centre of
ikeliaft ot the eoninieiicement of iho mrnUe. On ihe line 0£ aa
rr describe the i-ln:Ie QCK; then any clinnls, as Of. OK, Of', Will
Bt the K|iaces travelled hy the valve from it.s central position when
ak-plij occupieu respecllvely the positlun.-i opposite to D. E. and F.
)be port is opene<l al all (he valve niu&t linve moved from it« central
1^ an amount equal to the lap OB. Hence, to obtain the »pace by ,
port is opened, subtract from each of the arcH Ot. OE. etc.,
tX to OB This id represented graphically by describing froml
circle with radhig equnl to the hip OH \ then the iipaceA fr. gE, '
lied between tie cjrcniiiA'fiHnces of the lap-<_-irc\e HJf' &o& >3ti» j
'(?r/.: Mill eive the exifnt to which the stfam-povl W oveneA.
•rli the char I Ok la ci)Uilii0l\ to bm\\ TaV^« I ' "
■ the raVve / aj5 moved to the rlRht li? the I
"-riily June on the point of oueuiniz v»>e»-
vupiea tut poalUoa OH, aud while tlie portion HA
398
iiUon lUII remalni to be acc(iiiiiil>.>li»-.i
sitlon A. tliKt )» to SA.r. at t!
jv»Ar o|>eii>fLl by tbe spao-
Dint forward (ill the crank '►■ ■ i
, but when the crank is at <>t^ Ui<r tai'
-anwM af Uw
BC.emUeS !■•
xwuica OMVm
re lm» reanlMO U»
Ita Ir&yel to tlie rlBhl, uiiii then comuM-iuses torptnm
iltlon Oh't\im ed^ of the valve just corvra the slraB-|«tt,
by the chord (>t^', bt-iii^ again common to both Up aftd ralta
wlicn thB crank occupii^s the position OF tbe cnt-olf ■»>»
kteatit coiiiineuu«*R to expAiid, mid eontiuues to do sa tiB tW
Tor the relurn slioke the Kteam iiort opens a^^aiu at ^
There remains tht> ••xhaiist (o )v^ cineidered. Wbcs iJieHM'
Tceiitres of th« wicfntrlc and crank-shaTt (iviiDi-^^ tL-- ii-«
OO at rlittit an^le)^ to tbt" hnp of dead coo'
rixlit Hii^les) to OE ; ami as OP does n.-r
valve occupies its central poeitioii. and •> ■
amount of the Inside lap. The crank uv:
an an^^ular diBlance that its line of dire<"
tim valvBt-ircle OAT equal in len^^th to Hi-
opened to the ezlianKt This point la .>
manner aa for the outside lap, namely, t '
with • radius equal to the icKide lap; ii
Ifleure. Where tnlB circle internectis tiie t
Which show the positions of the crank v>
during each reToliilion. Th'.is at V "i^ ^"
of the piHton which we liave b««u constdeiiu,.:, \v liiir
and eoinfir«88lijii eoniim-neeii and conlinueg till tb'
mitted at H.
ThoB the diagram enstdeg us to narertain tbf
when each critical operutinu of the valve tak< -
these operations of one side of (hi- piston, we )
the coniniencenient of the stroke nt //. Al tii.
already o|)eni'd by tho amount HO. At E i\<
TBlve has reached one end of Its irnvel. At F si •
adiuhislon Ingled from H to F. At F valve occiipir
ports ar« closed both to sleain and exbaiMt, At V ■'
«)uently expajiaion latited from >'ta Q. At K enhaii-i
extent, and valve reached the end <if Ita travel to ihr l.fL Ai (>' ■ ••*
closed, and coiiipregalon tM-giiiK and cootinuea till iliefrenh iiiiiaui !• ■><■
at //.
Probukm.— The simplest problem which oo i
the lengtli of throw, the anple of advance, of i
the valve, find the uiiKles of Hie i^rank at whii
cut off and the exhaust opened and olo(»e<J. I"
the half travel of the vnlve or the throw of tin
of advance with the jierpendicuinr ('G. Pi .hI,
I a* diaiiietern describe tho two valvi'
the Kiven laim diMcribe tlio outlaid-'
oei-'irou of Uiew circles with the t«.
the liiien OH. OF, OU, and OR can Ir- dr.iwn Tl"--'' lo,. ■.
|MiHiiionH of iitu cianlc.
Kiimeroii^ other prohlema will lie found In Itoluiv^ ■m i
liM-lndinK priMeins in valve-Mittlnic and n
ipr.-im ('I Itiik iiidtloii and loilie Meyer vji:
Port Op«"Uln|r. --The urea uf p.irt .1
Ituciiy uf the »teuiii in paKsini{ IhruUKh It sIi.miI.I i,,,i
The ratio of |M)rl area to pMon an>a will Oieu vary v
follow.^
l''o<'|-' '"*■•< 11m «an MA MO Guo
('
Hon
'..11,1
ion (.
IQO
«io aoo 400
.(M .OB .007
oiT .OH* .OS .007 jam ..
f(ir • »eliKll)f uf 0000 U. VWT tnln ,
TEE SLIDK-VALVE.
829
Wkllli tit <>xljrkust port — wUth jt tUMa purl +
wldlli of 1irl<lge.
Kin PealxHly's ValvM-K«sarM,»- Tln» load, or llie amount iti»*
kn when tbo •■mkIhk U on ii dratl iwiiir, variei, «ith tliu type
ifUKiifi, from a very 8iniill amoiiiil. ori^ven notljing, up Ui |£
•or<-. Btiil.loiii«ry-i'iieliiKi« niniiiiii; ui hUiw sp»«cl may havu
|t) ilU'li !ea<l, Tht- pITtHTt of eaiii|inw«|oD la to till tb» ir«l<»
Jld i.<f titi' cyliiiilor with xteaiii; c-onseqiifrilly, rn^'ines having
IkIiiii iiveit ieSK leAd Lxjuxmolivo^nuinfa liadUK (lir valveii
rtlie oriiinriiy form of HlMfihcnuon lipk-rnotinn may have
BHii ruuiiiuK Klowly iiu'i with hIi>ii<; cut off, hiil when BtMXfat
it-olT t)ie l»ail Is at least l-^ liicli: and lot'oniotivew that l]ii«-e
leli Kives uonstant lead eoniiiKiiiiy have U Inch le/til. The
pe aiiKlr: lh<! oratilc iiinki-s wlih the Uao of dead puhib at
[may vary from «)" to »".
tlid,— W''l*li'ich ivul. ii- p. 296) sayn: FKiMrlinent Khowsthnt
Mdoj^ i>f Iho Hxitau^^t i^itrts i<4 esptvially of advuntajdre. and iti
^ rtiii l<*ail of tliK valve li|Kin the iild<< of the rxhaiist. or ihn
g/i5 to 1/15: !.■■.. ihe Hlide-vrilvi? at ibe lowe-^t or hliihest ixi»l-
tcn bail iiiudf an oi»-niu^' nhus>- hci^lit is [/a tn l/l.'i of tliu
f tlic slide valve. Tln^ iiutdidM lead of lilt- slide-viilvi- or tlio
Katti siiie, on Ihn oilier hand, i^i iniicli aniAllMi', and is often
he whult! throw of the valve,
pev
'CI>*pf2mi Oalaide I<tip, lu*l|lr Lap, TniTel
and JtoKnlur Advanva. iThuj>tun>
Ener.
inper
Iter,
hn a) to red
Expansion
occurs <-arIIer,
roniiuuesloi>i;er
l)«(;l"s as Ixiforv,
i-uiiliiitie^hinger
beeina Inter,
eetisfrs sooner
hcRins soi'Der,
par. th« nanw
Exiioiist
is tiiicliaiiKed
ooourf laipr,
L-t!a»« earlier
liepins later,
ceatses luter
hejflns earlier,
fier. »ncl<anK<'d
Cotnprttwloii
lie(flii-( at
pnnie iKiint
Ite^Iim wionei*.
CiiUlinii«>ilifnj<i-r
l>e|[inH fuiei',
eudB KooDel'
li«lflnK earlier,
[I T. the Kann*
jibe Mloti-irie relations iWeisUaL-li-Oubulu, vol. ii. p. aOTi;
d of valve, p — iiiaxliiiiiiii poit opeidn;;:
|)>-lap, t = e.xiiuuKt-la|i;
«riteain-lap to half travel =
I
/. = ^XS5
of exhauHt lap to half tr»v»*l =r - — , i = - X flj
,^ip+ili + S;
9 - -*''
r
tWOf b^tireen txMitloiiR of ci-aolc at admlmion And at tjutotr,
H ^ s aiiKlu QOR hetirtien positions of crunlt at release and at
.1 r. ,,8ill<IH0" - a) ..slnilW - /J
BpreiK ou, then K = li . t- ; c = H- -. — p-^ — •,
6111 Ha sin >iJ3
Lap and or Port-o|»«ulne to Talve-traTel.-The
lai.KlviUK Ibe i^lioof lap to travel of valve and ratio of travel
ft, iB al>rid[;ed fioni oua (Hven by Buel in VVi'i8baeh'nulioi.<<,
ticiilateil from the above forimilie. IntJTinecJInte values limy
f forinulB), or with KiifTii-i«iit aeciirnoy l>y Inierpolaiioti frum
the talde. By lite tablH on pu^e MaO the i;rank-an(?le inuy l>«
, the auitle, oetmien its |>o»itioii when the eoKvne l« o« ^V\6
futtilthiii m nil. lift, release, or coiiivreBiiitilk. w\n"n \.\\«»« >!><»
■' ' ■•• fitroki'. To liluairatK tbo use of IW t»W.-<i Wv
;, . iiy Ittwl: Hidili of pun = S.-^ni ; w
• ('■3 "J ; over ove<-lrave\ = *.& '
% io^. truai tht) flrsi tabic we fttwi craa
THE STBAM'ENOUTE.
830
add leail-uiKle. makiog ISi.S.* From the wvond tabl«. Fof m
Riaskm aaJ cut-off, TA*. wt^ hare rado of traTei t"
or lSl.t° = 3.T4. which. multiplM^ by port-opvi
el. The ratio of lap t*> travel, by the ibI.i--. i~ .^^-
t/p,. For exhau!it-lap we h«»e, for if
iMtd-anglr ]0= = iei.3=. From the g^
p to iraTel = .Uell, and .Ocai x tf.45 ^
Lap-aiigl« = U <1B0* — lead-angle — crank-angle at cut-i^lT)
= jjnso* - 10 - )u.6» = sr.r*.
Angular advance = lap-aueie x lead -angle = ST.* -f 10 = S7.T*.
£xbau»t lap- angle = crank-anele at rvlrasr -f- Lap-anglti + lead-r ~
= 151.3 -J- er.T + 10 - ISC = 9*.
Crank-angle at com- 1
presioo meosorad ■ = 180* - lap-aoi^s - lead-angle — i
oo return strnka )
= 180 - 37.7 - 10 - « = ISS.S* ; OOP
table, to a piston podtiaa of .81 of tta« return stroke; or
Crank-anglis at oaaxpttmioa = liU* — langle at releane - autlr al I
+ lead- angle-.
= 180 - (151.3- in.ti]-(- 10 = inr
The positions det«nnlii«d aliove for cut-off and relni^- nr-- T ■< 'ht t
stroke of the piston. On the return stroke the cut-^ silM
the same angle. 114.6*. correspoudiiig by table t. ■ Ht
siruke, iDStead uf 7!<. By a slight aajustinent of i •'*<
and the length of the e<.vei>lriu rod tu« cut-ofl ean hr <'>|i!.iliieil 1
width of the bridge should be at leajit i.% + il.Ji - j.'.' ^ 0 .U in
CiWBk Anelea for Connectlns^roda of DIffereBt L«ifll|
I
•fell
■ill
Rado of Length of ConuecUng rod to Length of Stt«kr.
9
ta
S
SM
«
» J
For.
Bet.
FW.
Bet.
For.
Bet.
For.
'io!7
Bet.
1C.4
For.
108
Ret.
H'n
.01
10.3
188
*10.5
ia.8
lo.aj 12. «
.OS
14.6
18.7
14.0
18.1
15.1 17.8
15.8
17.5
19.8
17.^
.03
17.»
sa.d
18. «
e.g
18.6
81.8
18.7
81.5
18,8
n
.0(
so.r
se.s
«l.l
25,7
«,4
85 8
81.6
«49
81.8
94 •
.«5
SB.-.'
£9.6
sa.8
88.7
«.o
tB.8
« 8
ST. 8
84.4
K t
.10
8S.1
41.9
33.8
40.8
84.8
40.1
S4 6
ao.e
M.I
m.':
.15
41
51.5
41.9
Bo.a
484
48.3
48,9
48.7
48.8
48. .<
.30
48
50.6
48.9
S8.»
49.6
67.8
W.I
60.6
«04
a< .
.IS
M.a
00.9
5fi.4
es.4
B«.l
«4.4
£«.«
<8.7
67.0
an
_,, .,. _
.ao
au.s
73.6
61.5
7S.0
68.3
71.0
68.8
7V.8
«88
m.6
«.»•';
.as
M.l
708
67.8
78.8
68.1
7T.J
68.8
n.«
«at
W.I
w.iai
H^ .40
n.7
86.8
78.0
84.3
78.9
83.3
74.9
K.6
78.0
mt<
-^ • *> »
■ .45
77.2 91 5
78.8
90.1
79.6
89.1
80.8
884
80.7
m-'
■ .50
82.8 ir a
M 8
957
8S«
94.8
8S.9
94.1
86 4
»'
■ .55
W 5 v^> ■'■ «-^ ''■ '■■' •
"■^ " VXt.4
91.6
90.8
K ' '■"
■ .00
»>.■:
»1.I
97.4
106.5
»
■ .05
WO.-. 1.9.108.4
m.s
ton
■ -^
|(Jrt..-ri;,. . T.8.10a.7
117.8
no .
■ ■'^
11.1. 1 Lift . . 1 9 1I6.S
lffi.4
lie
■ .80
r.>o.4 las :>.4!i«a.4
189.9
VS".
■^ 89
ra M» ,1. ^ . .-■ . .11 eisi 3
l«7.I
131
_ -W
i.w.ijue a
LoyuM-ri
\\t\ hi AW .ttA'a .W>!> -^^^
^■M|JI90.4IISU
■m
^^^HiB'Sy^^^^^^^H'
^^^^Hm^^^^^^^B \<j«
^^^^^^I^^^^^^^^^^^Ln .
. ■'"■■-
^^^^^^^^^^^^^^^^^^^^^^^^■■u '*-*
«w ,v» .v*»
_V^JM
^
THE SLIDE-VALVE.
83f
Hlotiona of Croas-head and Crank.— If L = length
stitiiig-rotl, R = len^h of crank, 9 = an^te of t^rank nlih centre line
le, O = disploceiueiit of orois-liead from the begiuiiiOK of its stroke,
H, D^R(1
- COS 9) +
L-
l^i" - /P Hin' ».
t
E>ap
and Travel ofTalre,
%4
o i
Sofe's
^
°s
a'ceg
•s
Sg
1
a
II
ills
1
2
> ?
3j a fl ^
3|
b
Sc
a
a o
*% S
dO
rii -3
^5
" c .a 3! B
5
^5
^
t:^
1 OH
^>^
=i !ilii
o£
|5J
1' =S
<
p
<
r
.4830
M.70
8S»
.3BSe
7.111
\2&'
.1913
3.24
.4700
43 K
60
.8636 G.8.3 1
1-10
.1710
3.01
.4609
33.17
OS
.3378
6.17
145
1504
2.«6
.46IS
20.27
IW
.%!H
5.C0
ISO
ISM
a. 70
.45:«
21 34
1105
.3044
5.11
1S5
.1082
2. 86
.4435
17.70
no
.8868
4.69
IGO
.0868
■iA-i
.4.'3aO
14.93
115
.3687
4.33
lOTi
.0653
2.30
.4217
12.77
VJQ
.2500
4.00
170
.04S6
2.19
.4096
11.06
las
.8309
3.72
175
.<W18
2.09
.3987
B.S8
130
S113
8.4b
180
oooo
2.00
.tsao
8.SS
I
IOD8 OP ADmiSSION, OR CITI^^FF, FOR VARIOVS
L.APS AND TRAVei^S OF SLIDB-VALVES.
wo following tallies are from Clark On the Stentn engine. In the first
■e (riven the periods of ailmisaion correspondiup to trftveis of valve
I 13 In. to 2 in., and laps of from 2 In. to ^ in., with l^ in. aiiil % in. of
IVich grBOter leads than those tabulated, the 8t«aui would be cut oft
tbtixt as shown iu the table.
nfluence of a lead of h/K io. for travels of from 19^ in to 6 in., and
from Mln. to 1^ in., as calculated Cor in ||ie second table, Is exhibited
PArisoD of tbo periods of admissiOD in Cht table, for the same lap and
The (greater lead shortens the period of adiniKsioo, and iocreases llie
or ezpaogive working.
'da of Admlaalon. or Points of Cnt^oO*, for tilTen
Travel* and Lapn of Sll4«-T«lTpn.
Periods of Admission, or Points of Ctitotr, for the following;
1
Laps of Valves in inches.
2
J«
IM
iM
1
%
»
H
«
H
In.
«
*
%
i
t
%
t
%
«
i
1
08
90
93
9»
96
97
98
m
99
U9
\
88
87
SO
93
95
96
OT
98
98
eg
\
78
78
a4
fi8
03
94
ua
93
98
OP
SO
S3
71
79
»6
t«9
01
91
BS
HT
'1 1
43
50
m
77
85
BU
91
94
90
»7
■ i ,
fti
47
6J
78
82
BS
m
»2 \ % \ "JT.
A J N / as 1 5! 1 66 I
7«
63
87 \ ao \ «V \ 'A.
M L / IT 1 39 f S7 f 72
78
71
«3 \ Bft ', »•
70 \ &* \
S ....::..!:.. « / f g
r^"7fv.v,f ;:;/.-. ^
61 1 71 V 7a \
44 57 \ 70 \
' ' / f \
aa \ *4 \
^_ THE SLIDE-VALVE.
1
Cut-off
.J5 ..■» „TS JTS.IO .« .50 .W .60
1 f 1 1 t t 1 / /
B33^
J f /
/
1
/
/
J
1
3
«
.80
.85 '
1
itjr
f
1
i
/
J
/
/ /
1
1
/
/
/
/ /
/
y
1
i
/
/
J
/
/
/
/
/
/
/
/
/
f
/
/
f
f
\ 1
/
i
f
/
/
/
/
y
/
/
/
/
/
/
1
/
/
/
/
/
J
f
/;
/
1
/
/
J
T^
/
/
/ F /
1
1
/
i
f
/
/
/
' /
1
/
/
/
/
/
\h
1
/
f
/
J
f
/
y
/
III
/
f
1
/
/
J
/
/
'//
/
1
f
/
/
/
/
/
Hi
f
1
/
L
0
/
/
/
I
1
.
/
/
/
/
/
7/
/
/
V
/
/
/
.if
/
///
'
/
^
f
J
/
/
y
y
//
/
>
/
/
V
/
1
/
/^
A
/
/
z'
/^
/
/
,/
/
y
///
/
/
/
y
'
y
y
i^
y
//^
/
/
/
ff
y
>
y
"
X
^'i?
/
''
/
/
y
y
-^
^
^
^^/
/
/
^
/
y
y
y
x
ff
y/.
/
y
/
ft
y
y
y
^
//
/
/^
^
y
f'
y
<^y
^
^.
^
^
^
^^
>:
>
,«''
^/-^
2 3 i
Xaxlmum Steam Port opening In Incliea.
OlAaRAM FOR SLIDE VALVES. ^
1
motton, f^mpMWMiim r^e,. »n4 «<mi h& «fr«el#<l ^mif«IK
vttlve lin« Imh'u wt as aocurotely bh iioBsible whfii cold, t
ih<* fitiwarrl uiid return strokes l:M>iu^ pqimllstHj, indfcaV
IxMnkcii niiil tlu- l>>nKth of tti^ecccntric-rod adjusted.
To Pnl an Knglne on Its Centre.— Place j
tloii wlii?iu (he piitliiii wilt have Dearly coin|il>iled its
o|ipu6ila some point on the cross -head, such as a com!
tlie Kiiitle. Aik'iiiiiHi ilin rim of the pulley or i-rank-ilial
mark a line Mil hit on tli^ pulley. Then turn Lbeeu^iM
the CI i>sfi head l* a^nin in the sAine posiiion on its iDW
hriiiK the crank OS much heioH- the ct^ntre as it wosaboi
|»uiiler III the name iKwition as before make a second
rim. Divide llie dislniice between the niniks in two (
i)»nnt. Turn Ihe euRini' until llie poiuter in opposite t
It will then b" pii lis centre. To aroid the error tliM
lo»Kenes.s of crank-pin and wrist-pin bearing, the eng
a little above the centre and then be biouKht up to it,
will PICKS BgaiiiFit the Han>e brans that il does when tli
nindo.
Llnk-molion.— Link-motlonE. of which the SI
nit>(.t ciMiniKiiil^* iiseil, aredeslgned for two purpoKeK; 1
motion of the cnf^ine, and necond. for varyinptlie poia
Ihe travel of the valve. The Stephenson link inotloi
two eccentrics, called the forwani and back ecc«utrio»
iiiK the extreineties of Iho ecceutic-rods; so that by va
the link the valve rod may be put in direct conneciioD
or may lie given a iiioveinent controlled in part by one
other eccentric, When the link is moved by the reveral
tlon such that the block to which the valve-roil is attac]
of the link, Ihe valve receives it-s DiaSlmum travel, ani
nild-Reiir the travel in the least and cut-off takes plaa
In the ordinary 8hirtin(;-liuk with open rods, that U,
of ilii« valve increaseM an th^ link Ik uioved from ftill to
the iierioil uf steam admission is tihorlenixl. Th«i varfa
lizeif for Ihe front and back strokes by curving; the llnF
eci-eniric-i oris coiicavely to the axles. With crossed o
de(.'iHii.se.s an the link is moved from full to uiid-geai
with xtntioFinry link the lead Cscotrntant, (For illust rati
(inline, vol. ii. p. SS.)
Tli« iliiesj* aiivaiioe of each eccxtttric is equal to thi
THE SLIDE-VAITE.
835
in ouKht to he loiif;; the longer they are In proportion to ilie
"be more syrniiielricnl will l.lie (ravel of the vftlve he nii bolh
BDtre of fiiotion. S. The link oiiehl to lie Klinrt. Eocli rf Us
I a curve in a verlicul i)la!ie, whose ordiniitoaprow Imifer the
seoDBidered point isfi-oiii the centre o( the link', nml Hg tliH Imri-
ion oiily i« li-aiiMniitteil lo Ihe valve, vertk-al n.Kcillatfon will eaiiHe
ies. 4. The liiik-haiiKer oukIh to ho lotip. The lunjiei- 11. Is the
Ibe the arc lu vrhk'li the link swingF to n straight. line, and tlius
p vertical oscillaciuu. 1( (he link i» susiienilftl Id Us cnnlre, the
,t are descriheti l>y lloin((^etllli^hstallton butli sidew fruiii th<4<;ei)tre
Ice. and hence resulls Ihrvariatiiin t>etvcei'n lli»*rin\vardniii1 baeW-
If the link is .iuspend«l at. Its lower end, its kiwerhalf will have
il osc-illation and ttie npf>er half nniie. S. The centie from whiidi
anther swiri^a chait^ee Uk |iositinn hh the link is lowered or raised^
&nses irregularities. To reduce them to the Htiiallest amount the
^ liftineshaftBhould he made as lone as the eccenlHi--rod, and llie
he lifiinK-flhaft should t>e placed at the hnit^ht correspoiidiiit; ti>
.1 position of the centre on wdiieh the linlr-haiij^er Bwithj^s,"
; conditions CUD never be fnUllleil in practice, niid the varintions
1 and the period of adniiission can he sniiiewliai ret^iiluled In an
»», but for one gear only. Thin ia arcomplishert by Ki virii: diffcr-
ttnelwoecceotrica, nhiuii difference will lie siualler tt>u longer thu
rods are and the shorter the link, and hy inspeuding 'he link not
I its centre line but at a certain distance from it, ^vint; h liat r«
te offaei."
licatioQ of the Zeuiier diagram to link motion, see HulineB on the
fine, p. 290. See also Clark's Railiriiy Machinery (18.'p.'5), Olark's
^ne and Zeunor's and Auchinctoss'a Treatises oii Khdc-volve
owioi; rules are given by the American. ilcKhinint for laying' out a
a upright alide-valve engine. By the term radius of link is meant
I M (be Unk-urc ab, Fig. IM, drawn through ibe centre of the slot;
1
I
I
Fio. 190.
II la fi^iterally made equal lo the distance from the centre of shaft
of the link-block pin /'when the tatier <itandfi midway of its travel,
noe between the centres of thf ecfeutric fod pitm e^ e, s^wixACl t^ut
aB -llf^tlwi-s. HO J, n/hen sfmee will permit, three timeA vYte vV'"-^ *(
'nif. By the llirow we tiiniii twic^ 'heeoceiitrleitv rif the er
>lnt In the link-arc prolougeil. 'J'his will ^ive ctnuuW
ue increased »iiev the link In ,i, backward y^^w. TJW
I
l3G
THK BTEAM-EXOIlfE.
fsllp l«, howerpr, connldered of little IniporiHnci'. t)«>«-niiM> i
s a nile, worlc but vt^ry Htll*? in Ilie liack ■
bKl tiiemolion iihiill l>i> Hscfni.'ieiit in tm
ben tlia liiil< slinuld l«5 SU8|iiMiilt>il from
^.CPDti'io I'dd pins; in marine cnKiue t)rii( I Uv (Iiik i>uiul u k«
^11 ihe link-uiv; for equnl cm offa il is l»-ii«?r m uiijre II>it |
jlon a small aiiiount towarilH llie ec<.t?ntric's.
For otilainiiii; Ihe diiiieiisions of tlie link in inciifx : L«( Xi I
Bngth of Ihe valvf, B iba breadth, p ilie ab«olui<: muani in
., and A a factor of c<oniputatiouu»ed as ImAow; tli«ii i:~ M \l
Breadth of tli« liDk <r RylS
^ Thickness r of die bar = *x J»l
^L Length of t-lidiiig-block „ s H >. tA\
^H Diaiiirler of eocentrie-iod plus •.....«•'•• • (A X
^V Diaineiorof Hiidijensioii-ro*! pin = illx
1 Dioini^ler of suspfiiBioii-iod pin wlieii overhunp.. = iB y
Waineter of hlook-pin wlii-n DverhiiMB = ff + J
Dinuieler of block-piu when secured at both eoils s (fi x
Tlie length nf tho link, that Is, the dlntancw from n to b, i
_lilrjiight line Joining tlieendsof the link-uiv 1m ilie «li.l >!i.ni"
" kilow the centre of ilie link-block piu /* I. i
ri<;-r(i<l pins, leaving suRicient room for il
link mipientlj- used ia marine engliu
ype is again divided Into tnoclosseK: oii'
kre the e«ceniric-rod ends as well as il- ml '
lirg, as showu at li (niih lh«8« links IIh
he throw of the eccentric); the other oln cln
" for which iheeceenirie-rodBare made v i i)«,i _
t\i'\» on the oul«idH of tlie hars, allowlni? i : •lid*)
liiilc, so that the centres of lliH eccentric-roU eudn auii ItM (
line when in full gear, niuking the travel of the valve c<|>M
Ihe eccentric. The dimeusions of these links when the
the eccentric-iHxl pina la U>i to t^i tim«8 llie throw of i
found as follows:
• Depth of hars siffxl
Thiokne<« of bars ...... s <S X
Diameter of centre of sUdiag-block m CxU'
When the diistance between the eccentric-roi] plasii «^|«tl Hi
the throw of tlie ecceiiU'lcs, then
tV)>th of tMnt a «ff X !
ThickiMWS of iMirt = «K x
iuwla\ V>MnW5
■Rbi tbewf
GOVEBNOBS. 837
. the weight of ibe balis> bisani to tlw radius r of the cirole
'tile centres of the balls the ratio
I ft weight in_ _ gr
I^K r ~ centrifugal foro« ** tpp* ~ »•'
V
6 <• Independent of the wnif^lit of the balls, v beiDK the wloolty
tres of the balls In feut pt-r kvodiiU.
lUmbcr of rnTolitUonii of the balls in 1 secoaii, t> = SirrT = ar, In
the anicular velocity, or ShrT", and
ml g . 0.8U6, . 9.7T5, .
kken at 33.10, If AT = nnmlMr of revs, per minute, h= —gf
roluttODS per minute 40 4r> SO 60 "5
ll^ht In lncbe«wlll be 21.99 17. :« 1108 '.1.775 6.8M
of turuH pt-r minute required to cause (lie nriiis lo take a ^iren
, the vertical axin: Let 1 == length of the nrui in iMi.'het4 from the
MMIieiiCiion to the centre of gyralion, and a the i-equlreii angle;
l-Vr
85190
COS <
= 187.6i/i-J — = 18T.Oi/4r
y I COB a r '^
pie goTernor is not Isochronous; timt is, it dovit not revolve at a
peed in all pu»iCioii8, ifae speed clianKing an the nn^le uf the nrmii
To reuiedr IhU defect loaded ({oveinors, siicli as I'lirlwr's. are
)ra the balls of a common erivt-rnor whose cnjleclive wiMplit Ih A
<e bung by u ixnir of links of leui;ihK cqiinl tir tin., peuiltiliiiii iii'iua
Eapable of Hlidine on the spindle. haviiiK its centre of ftravily In
t rotation. Then the ceiitrifM^nl furre i.s thntdue to A alone, and
of (crnvity is Unit due to A + ^'A; cousequently tliti alUtuile for a
d ia increased in the ratio (A -f '43) : J, as compared with that of
evolving pendulum, and a Klven ah^olnte v&rintiou in alliludu pro-
laller proportionate variulluoi in speed than In the coninion gover-
Idne. 3. E., p. 461.)
weighted governor let I = the l^n^tli of the arm from the politt of
1 to the centre of gravity or Che hall, and let the tongth of the sua-
ak, I, = the lenuth of t^ie (jonlon uf the nrin from the point of
t of the arm to the |>oint of attaclnnent of ttie link; a ^ tliu wel|;hc
I, Q = half the weight of the .sliding weif;ht, h = the heiKht of the
from tilt) |>oin( of 6nR[)eiuioii to tlie plane uf revolution of t)ie
tbe angular velocity — 'inT, Titeing the nnmljerof revolutions per
ben „ = V -j^{^\+j g}; /. =-;^K^+j^) '" feet, or
I + — -' ^^ in inches. If being the number of revolutions per
ous forms of governor see App. Cyol. Hech., vol. il. 61, and Clark'a
[ine, vol. ii. p. (K.
•nee tbe Speed of an Engine HaTiuK a Fly»baU
or. A slitrhi ililTi'reiice In the speed of a governor chaiim^t tlie
iv.in that required Pu- full loud to thar required for
; ere Cure that, wlmleviT the speed of the engine, the
'■rnor intiKt lie that for whtch tlio governor was <"
ibe Kovenior nnist tie kefit (lie same. TochangQt
problem is to sto adjn.st ( lie pullers \vb\«\\ iVv'
'■ sf its Dell- speed shall drive it just i "
; ...pt'ci/. //; onler lo increase the eneine-.
■ipon tlifhnn of (he engine, i.{^.,the drV^
joc/..^;i5:' " '''■'''*"■ '" '*'* proportion that «l
OONDBNSERS, AIR-PtrMPS, ETC.
839
he fomiuls (or gtrength and ezteiulon of springs, and the
be sprluK as compressed be determined.
The goTemor-power =
Pt + P*
t
xii-
bt ceotripetal line, the governor-power
ninarr determination of the governor-power it may be taken
is in all cases, althniigh il is evident that with a ciirrnd cen-
t will b« slightly less. Tlie difference D must be coustaul for
iDg, bowever ^reai or little its initial compreiselon. Let the
iwed up until ila minimum pressure is 1\. Then to Rnd the
■I>.
(which the goveraoi would be tsochroiioua would tM
lOOi
V^.-
pressure on the Hpring with a speed of 100 revolutions, at the
minimum radii, was ;!0D Iba. and lOO lbs., respectively, then
of the spring to suit a variation froniSS to lOS revolutions will
■ T /105\>
= 90.2 and 200 X \Tgg) = 220.5. That is, the Increase
I the mlnbnum to the maximum radius must he^sO — 40 =
^ eeds due to such a spring, screwed up to different preas-
iln the following table:
er minute, halls shut
:>ring!t, balls »]iut
'vsstire when Imlia open fully.
;>riiigB, bflillH open fully
er tnlnute, balls open fully. .
• cent of mean speed
HO
90
9n
100
no
64
SI
90
100
lai
130
ISO
l»0
130
130
191
?]]
2an
aao
as I
9N
lOS
lOfi
107
iiii
10
6
6
3
1
ISO
U4
180
274
117
-1
t which the governor would become isochronous is 114.
will give the right variation at s«>ine speed: httnce in experi-
a governor tlie eorrecl spring may be found from auy wrong
utmple calculation. Thus, if a governor witli a spring whose
l(>B. per iuch acts best when the engine runs at S6, 90 being its
tlien SO X I gi/ = 45 lbs. Is tlie atidnesa of spring required.
le tlie speed at which the governor acts best, the springs may
> until It b^lns to " hunt " and then sladteaed until the gov-
wltive as is compatible with steadiness.
{N8KRS, AIR-PUMPS CIIBCCI.ATING>
PUHTPS, ETC.
kndenacr. (Chiefly abridged from Seaton's Marine Engi-
Bt condenser ie. now iiuconimon, Iwing generally supplanted
Tctwdenser. With fbe Jet c'>Ddenser a vacuum ol 'iA to wa^
fgood, and tS In. fl* uiucii as was possible with n\osl con<^"T«.
_atare crim-tpoDdlog Uj 04 in. vncuujn. or S \h». pres?-
JopracrJof the tfmperatun m the bot-weU varWst
jjfooaV/r asrnuah as ISO° ie maintained. To find tbe
1^'
-i«iauBt pressure; T, = temperature ot ttj.
lit© BiiOWtOI' ^I'UPI HI II WiPI K:""
Uon oriflce = weight of injection- watal
A roBBftrulPsometlriifsiiseil 'n': Allow one flfteenl
erery culitc foot ot wiit*-r condpLS«l per bour.
AnolluT rule: Area ot injectlou orioct' = area of pii
Tbf ToluiDP of tUe Jet. condoDser is from one fourth
the cyliniler. It need not be more tbaa one third, <
niiiMmtr onifitiifs.
KJrrior <'ondciii«eri».— Forejw'o'' "t injeclo^
Bclmito's, clc 1 ilic culeulati>>ii8 for quantity of condi
as fi>r jei cfiiidenHprs.
The Snrfare Condt-nner- rooling SiirOi
Willi oooliiiK water ot an Initial t'/tuijciiituri' of »'*!' to ""^
plnie cond'-'iiBed '..M.."! \bA. of Hteani per hour, while J
per hour can he condensed In pmctice, with the a
coudenser-tulMM, lt< B.W.IJ thick, 18 lbs. of steam p<
the cdiiUntr water at an initial tetnpemtiire of >;0',
work when the temporature of the feed-water is to
It liOH been found tlint the surface in tiie cc-ndenseri
surface of the holler, and under some circiiniritane^
thiii. In ireueral practicu the toUawiiig holds Kood wa
•ea-wuter is about tiO'':
Terminal pres., lbs., ah8 30 SO 15 121
Sq. ft. per I H.P 8 8.fi0 82S 2.0
For ship.^ whoHe station is in the tropltx the altowai
by £0;. and for sliips which occaKionally visit the tn
Kive satisfactory results. If a ship Is cobstant]y einp
I0){ lepsaufflces
Wl)l^h.a^l iSteani-englDe Design, p. ',!Ki, also Troi
(fivea the toUowIng: S = -j-y^, , In which S = eoi
CA'( Ti — tj
ft.; T, - temperature Fahr. of steam of the press
vacuum -eaupe; i — mean tenipemture of the circu
nritbmelicnl mean of the Initial and floal teuiiwratora
Faturnted steniu ftt teiuperalurw 7'i; k = perfect oontifl
the riieUil tiscd for the coiidenHioK-surfacc f<jra mnt^n
|K'r hour for brass, acoordinj; to lBberwood*s <£XrKTin^
□otinif the efflcieniyf of the conden'Intr surface; W :=J
COKDEKSEBS, AIR-PUilPS, ETC.
84tfl
niraltv. however, aln'avs specify iIip tiibeg to I* made of TW of liest
Mad lo have i% of tlu fii the coiupaKitiofi, arid te^t tile tubes
JHIlbs. per sq. in. (Heatoii.)
f tlie cunileui'er Itibes varies from t^ inch in siiiull conden-
t5u tiiey are very Bliort, to 1 inch in very laitte coii<leii«'j-H and long^
Ui the mercantile raarlue tlie tube* are. oh a rule, % ineli <ilameter
:iv. i.!i,I I» B.W.IJ. Illicit (0 04l> incln: ami 10 B.W.U. (O.OK). umler
il ciri-urnstaui.-es. In the Briliish Navy tlie tubefl are al«o,
ii iliaiiieier, and )H lo lu B.W.ti. thieli, tinned on both sides;
sser iis made f>f lirans lhe„\>liiiii'alty do not require the tubes
weU. tionie of the smaller enKines have tube« }g Inch diameter, and
3. thick. Till- smaller the liiiies, the larger l« the surface ivhich
;ot in a certain space.
merchant service the almost universal pi-actice is to circulala the
irotijjU the tubes.
am !uiyg the velocity of fluiv through the tubt« isLould not \3« lM>
nor more than 700 ft. per niin.
»*plateB are usually made of hra.ss. HoIled-brasB tube-plates
le t j^'iii 1.1 to l,.'j tinius the diameter of tubes in thickness, depending
r packing. When the iiackinjfa KO ciiinpletely throiiirh the
:. but when only partly thioiierfi the farmer, is KulTlcient.
. Il tube« tile plates are U!>ually % lo 1 inch tliiuk with gluuds
• piiCiiiiiga, and 1 to 1)^ inch tliick with woo<lea fernileH.
ibe-plates should be secured to their sealiu^K by hi-asN xliidH and
brass screw-bolts; in fact there nuint be no nroUKt't i'on of (iny
ide a coDdeneter, When the tulie pinte.s are of laifCc' area it la advis-
Itay them by bra.««-rods, to prevent iheni from collansinK.
Ids of Tubes, etc — The holeK for ferrules, K^nds, or indio-
ire usually *4 iucli lai-ger in diameter than llie tubeii: but when ab-
necessary the wood ferrules may be only i,31 inch thick.
Itch of lulies when packed with wood fernileg is usually )4 inch
An tlie diameter of the ferrule- bole. For example, the tubes ara
y^kiTAnged ziftzaK. and the number whicli may b« fitted into a
boC of pl&le (8 08 follows:
I
of
i.
No. in a
sq.ft.
Pitch ot
Tnbea.
No. in a.
iq.ft.
Pitch of
Tubes.
No. in a
17*2
IM
137
1 5,'3a"
1 S/l«"
1 7/aa"
128
121
lis
IW"
lH/32'-
1 5/16"
no
106
90
a
Ikttty of CooIIhb Water.— The quantity deiiends chiefly upon
U tenipeiatiiie, wliicli in Atlunlic practice may vary frmn •10° in the
3t tetiifwrate zi>ne to fO" in «ubiroploal s^a«. 'Vo rai.-^e the tempera
100° in (tie condeoHer will require three tinieK as many thermal iinlta
former ca«e as in the latter, and therefore only one third as much
• wat«r vrlll be required iu the former case as in the latter.
B temperature of eteam entering the condenser:
B " " citt;ulatiuK-wiUer euteriui; the condenser;
s " " " '" leavlug^ the condenser;
_ •« " water condetised Iruui tiia steaui ;
9= quantity of circulating wat«r ta lbs. = f^ ^t~
r.)
I
I
to provide pumping; power sufficient to supply 40 times the
I of steam r.)r Kciicral troderit, and as much as fO ilrnes for ships sltt-
I1.S, when the engines are compound. U lV\e cVvcuVax-
;(»/,', /'(s cji^iaciiy may be l/i>S in tlie tonufer eLn^\|\<l
■ oupneiiy vt Die loiv-pressure cylimier.
u-iiiinip in all coiiflensers aljsti-acta ibe v.a\«T tij
iiially coiiiHiiuHl in ihe water wlieu It. eiw.ucw' '
/'■t'condfsisfu-i^ it nl.so p^iuipH out tVhe wa.ljeT o
. .-iiitj , .„• /,,, ,, „ici, ir oyntniiif il. The si/e of tli>- V'"ttiV> ** '-'•'Vt
eetmaniuaa. making allow ancv^ foi efHciency ot tUe {>\\n\V<
»
I
842
THE STEAM-ENGIKK.
Ordin&nr sea-water contains, mechanically mixed with
tune o( air when under ihe at moH'l'^ric pressure. Suppote
the coudeuBer to be 3 lbs. and tin- atuioyphcfric preamre l^
the effect of temperature, the oir onenlcrinR tliecondeuserwi
to 15/2 times its orizlnai volume; no tbat a cubic foot of BMt-
hos entered the condenser, i» represented by 19/30 of a cubic
and 15/40 of a cubic foot of air.
Let g be the volume of water condensed per minute, and Q
sea. water required to condense it; and let T, l>e the temp
condenser, and Ti that of the sed- water.
Then 19/-J0 iq+ Q} will be the volume of water to be pomi
condenser per minute,
'4
and
S«+e)x
T, + 461*
Uie quantity of air.
If the temperature of the condenser be taken at 130*. Odd tlMl I
water at 00°, the quautitj of air will then be .41819 + ij). aa ibat Ife
volume to be abstracted will t>e
.S6<9 + 0 + -418(9 + ® = 1.888(9 4- Q>-
If tlie average quantity of inject ion-water be taken at 36 Umtt th
densed, q + Q will equal ST9. Thereto»e, volume to be punpad In
condeuser per minute = STq, nearly.
In siirracx condensation allowauce must be made for tbe watarM
ally Hdmitted to the lx>il(^r» to ninke uti for waste, and the air MMI
it. also for nliKht lpal( inihe joints ana ciaiidK.so that iheair-puQVl
•bout hj<lf an lar^u as for Jet-euudeusation.
The efficiency of a sinRie-acting air -pump is generally lakra it I
that of a ilouble-aclingpump at 0.35. "'hen the trinperaiur of Oi
DO*, and that of the (jet ) couaeoser is I'.'D". Q beinjc thr volume el t0^
water and q the volume of the condensed water in cublo (MkM'
Dumt>er of strokes per minute.
The volunie of Uie sln|$le-«ctUiK pump = 2.74 (^ — -) •
The Tolume of the double-acting pump = 4(^^l — 2. ^.
Tbo ftvilowing table gires<he mtio of capacity of eyiiader «r
of the compouiMl eafUie. liit I
4
ibu of the air-pump: in the case
cylinder capacity only is taken.
Deaoriplion of Pomp.
Stngto-aciuig vertical..
iBgboriioauU..
]>escriptioa of Ettgiae.
Jet-condensiag, exp*n«laa 11% lot
Surface
Jet
Surface "
Surface "
Jet *
Surface •'
Jet "
Surface "
Surface "
*
ezpau-si
coni'
Tk* ArMk throttcta Val*e<«»«ta and Mat tbm
hwi Ulan sillaitmil tlir full quantity of water for cowh
Mwt aacwillac 4Ui> ft. per nilnule. lo praetlee Ite 1
4rM tttrotti^ (oovv»l«« =^'^'L'* «. -
t rti« Utrougb hrad-valv** •= t^i*.a-*^ t»«i
, = t> -)«. S^ ♦ «k'
.8 = te^>i
■MUaa«l^
MM m ^^
COKDENSEnS, AIR-PUMPS, ETC. 843
ed with jet-condonsens: Volume of sinf^le-acling air-pump driven
in^iue = volume of low-jiressure cvUnder in cuiiic feet, niullijilied
ai«iilcJ by llie number of cubic feet cont«iD€>d in one pound of
lemii of the plven density. For & doubleaetInK air pump the
will ap))ly. hut the volume of steam for each stroke of the i>Hmp
ut one batf. Should the pump be driven iDdependently of the
en the relative speed must be considered. Volume of jet-eoii-
TOlunie of air-pump X 4. Area of injection vaJve = vol. of atr-
lubic iiiolu'K -f- 5vj0.
Ing-pump.— I^t Q bo che qitantity of coolioe wat«r in cabic
muer of strokes per minute, and 5 the leiij!;th of stroke in feeU
Capacity of clrculaliug-pump = Q -*- n cubic feet.
1
r
Diameter " " « = lS.55i/ — ^ Inches,
■drie
H
owine table gives the ratio of capacity of steam-cyllnder or cylin-
lat of the circulating-pump:
eriplion of Pimip. Description of Engine. Ratio.
inrle-acttng. Expansive 1!^ to 3 times. 13 to 1(1
3 to 5 " 30 to 25
Compound. 2B to iM
Expangive lU to ! times. SS to SO
S to6 " lieto<6
CompouDd. 46 to M
Krart'a through the valve-seats and pa^t tha valves should be such
mean velocity of tlow does not exceed 450 feet per minute. The
I tlie pipes should not exceed 500 ft. per min. iu small pipes and
F pipes.
'ri/UQal Circutriting pumps, (he veJncity of flow In the Inlet and
Ma should not exceecfjiK) f t. iiermiu. The diameter of the fan- wheel
kto S times the diam. of the pipe, «nd the speed at its periphery
) ft. per mill. If W = qnantiiy of water i>er minute. In American
t = «littmet«r of pipes in inches, R = revolutions of wheel per initt.,
; dlam. of fan-wheel ^ not less than -^. Breadth of blade at
HBMmii. of cylinder fordHving the fan = about 3.6 V'diam. ofpipe,
R«e = 0.88 X diam. »f fnn.
•yvBips for marine Engine*. -^ With surface'CnndensInpr
be amount of water to be feci by tlie pumpis the amount condensed
miiin er^rlne plus what may be needed to supply auxilluiy engrlnes
upply leakage and waste. SInct! an accident, may hnpjxm to the
tondenser, requip-ing the use of jew:iiiiden.-«i.tliiii, ilif pinupH of
Itted with surface-roudenseiii must be ><ufTiei«ntly lar^e lodo duty
Si circumstances. With jL»t-oon(leiisei-s ami boilerK uKins «alt water
kialt water In the holler miiBt he blown uff at iiiler»als to keep the
blow that deposits of Milt will not be fornieil. Sea-water contains
B of its weight of Sfjlld iiialter in solution . The boiler of a surface-
ngeoKine may be worked with safety when the quantity of salt is
)m that in sea-water. If y = net quantity of feed-water required in
Inie to make up for what is used ns si*^m, 71 = number of times the
tf the water in the boiler is to that of sea-water, then the gross feed-
-Q. In order to be capable of fillinB the boiler rapidly each
IP i« tnade of a capacity equal to twice the gross feed- water. Two
Id lie 8upplie<l. .10 that one may be kept in reserve Vo\s»>
' <•/■ is nut ot re/mlr. It g he the quantity ot net te«&-^»IuM^
.■ /eagth t>r stroke of feed-pump in feet, and n Vte
ikes per minute,
er«r of eaab reed-puwp plunger in inchen
I
844
THE STEAM-EKGIKE.
If TK be the net fe«<l-vrftt6r Id pounds,
Diameter of each feed-pump plunger In biclu>& = *.-'
Au Evaporatlvft Sarface rondeniter huilt aiUtr '
ciilturul CoIIhko is 'l''ricrllj«Hi tiy Jiuiies H KitisiTrnn- *
71 coiisisls of iwo r»>ct9D;nilar end chninber»! ci>one»-'' '
zoDtnl rows Of tdlits, each row or mix's imnn-i--
Throupb the spacts between the Burfacp of Ihi^' »«•
bottom of Uie pun above lUr is drawn by mean
»op of one of tbe cDil-cljtimbers ig on iniet for -
phragm about mitlway cause-i the sleam to tii
tubes aDil back throui^h the lower. An ouMei at ili.
pump. TUe conUeuser. exclusive of conuectiou to i!
tt floor space of 5' -lli" > r Wi^". and 4' IVu" hlch
tubes, H in some and " in others; 210 tubes In nil. Tin- (i(t<u»l
JJo i'U B.W Q,, %" external (iiamcrt-r and 4' Si'i," in length. Tb»l
face (interuaU is 176.5 sq. ft. There are 27 ct>oluiL' imos. i ncli i 'i«*
and 1 7/\6" deep. These pans have irnlvamr. »'!*•
into horizontal prooTesi t4" wide and Jj" deij- ik**
The total evapornling: surface is 284 S aq. ft. v, > iMl
tbroiiKb siuaU cockB. ami overflow pipes feed i -u*!
nects one side with a 30" Buffalo Forge t'li « <■
belteii to a 8" y 4" vertical eutrine Thealr-ini . , i^ 1
C" stroke, is vertu-al and sinele actinj:.
The uctiou of thJB ooudeii»er is us fuUowR: Tbe posRiKe of air <*<
water surfaces reiiioveis the vu|wr aE> it rises and thus lui»tcn« t
The beat nece^^sarj- to produce evaporation is obtained frota Ittt i
tubee, causing the Hteam to cnudense. U was de^iRoed to ««'
steam per hour and fcise a vacuum of S tn., with a lenotDaJ yimmti
cylinder of ,'0 lbs. absohite.
Rei'ults of les't.s sbow that the coolinf^-water required k fmeUttifU
atnount to the sleani used by the eDKlne. And sioot eonguiBiM<i* CI I
is reduced bj the appUcatioD of a oondenaer. ita use wlU aetuiUj ltd*
total quantity of water letiuired. i''Yoni a curve ttaowiuir lin' nsed^
tlon per square foot of surface in rt^ll air, and aiao one abow at ^
when a ctu-rent of air of about :iS0O ft. per min. Telooitjr la Jia^id •*
surface, Uie following approximale flgurei m« Uken:
Temp.
F.
Evaporation, lbs. per
sq. ft. per hour.
Temp.
F.
Evaponthn, M|
sq fl. perhiBt
Still Air.
Current.
SUU Air.
1
100"
110
190
0.9
0.S6
0.4
00
1.1
1.8
S.5
8.5
140»
ISO
100
170
o.»
I.I
15
t.O
J
Tko Conllanooa Vne of roiifTeii«iinK>««itlrr hit
seiiea of articles in /'c'>'
tioos vbere water for ■
In San Frauclwo J
well hy mean* of a sy-
troutrha of iralTanlaecl i >
_waHriawB hock and i
I it tlo«(i.
Ijidriith of nl'
".!»•. Til.
■I li ■ Uii« aaabui''e
III <.»W»M»*
C0Nl>liiJ8EHH, AlR-PUMl'S, ETC. 845
jratpr is taken from th« city mains when tbe whole apparatus
»htn (lie engine Is run noti-confieuslng. u'3 to 33 iu. of vacuum
1. A better vacuum is (il>tHiDi-d on u warm <luy with a Uriiik
r tbau on u culd day with i)iit a Hii^ht tiiovemi^nt of the air.
ant tbe wat<T from the hot- woll is sprayed from a numlif r of
alM> Irom a pi|:« exKtiidiu); urouud ilu border, into a lur^e
sure cooling it gufflcienlly forthe obiuiiiliig of u gmtd vacuum
■Mnu) iMt:.
lem patented by Me-asra See, of Lille, France, the water Is d!»-
in • pipe laid in the form of a rectanfrlt) and elevot«d above a
h a nsriea of special noules. by whiuli It is projected irto a tln«
30iDing Into contact with the air Iu this state of extreme divl-
ec is cooled 40° to 50°, wilh a tons by evaporation of only one
nuUH, and prodiuTes an excellent vacuuui. A :jOOQ-H.F. cooler
stem has lieeu erected at Lonooy, one of --iM) H .1'. at Madrid, and
ELP at Liejce, as well as others at Huuiroiix and Touruuiug. The
il be used upon n roof if ground space were limited.
(I t-oooling" system of H. K. WortliloKton the injection-water is
a tank. au<l after having passed thrnii^'h (he eondenger is dis-
1 heated ifiiidltinji |o ihe lop of a cooling tower, where il is scat-
rang of di»trihutiug'pl^ics und trickles down tliroiigh a cellular
lade of tUn. terra-«;nita pipes, a ft. long, stood on end. The
led by a blast of air fiirnisheil l>y a disl; fan at the bottom of the
tie absorplion of heai eanserl l)y ii ]xiili(>u of (he water bi-ing
4ld is led to the tank to be again started on its circuit. ^Kttrj'y
n 5, KJOR.)
■poratlve condenser of T. Ledward & Ck). of Bro«kley, London,
ickles over the pipes of the large condenser or radiator, and by
CHrries away the heat neeestary to be abstract-ed to condense
luiide. The t^mdcnuiug piws are fitted with corrugations
ttfa circular ribs, whenby the radiating or cooling rurlace is
jfesed. The pipes, which are cast in sections nboiu Ttt in. long by
Kave a c-Joling surface of 2ii »q. ft., wtiicli is ftiuiul Bufllcieut
W)le ccniditlonii to permit of the (.-(ludeiisation of 20 to 30 lbs,
<r hour when producing ii vjicniitii of T3 lbs. per s(f. in. In a
>f this tyiH' at Hi.xdorf, uaar Berlin, a vacuum ranging from 24
meivury was cooslantly maintained (luring the hotttst weather
The initial temperature of the eoollng-wot<-r used iu the nppara-
otice ranged from HO" to 86° F., and the temperature In the sun,
>r cr.rideiLser was exposed, variiHj eaili day fruui 10i>° to II.')'' F.
BXperiments it was found that it was possible (ji run one engine
1 of HO horse-power and maintain the full vncuiun without the
wolingwater at all on the pipes, radtaliou aflfordcd by the pipes
■K^> condense tlie shtam for ibis power,
KondenMiiig WMter cooler, the hot water coming from the con-
pat the top of a wooden struirtiire about twenty feet in height,
reyed Into a series of parallel iiarroiv uieia! tanlis. The water
from these tanks is spread as a Ihin film over a series of w«x>dcn
iuspended vertically about 3'^i inches apart vtitlilu the lower,
let of partitions, correspMDd lug to th« nimiber of metal tanks,
If-way down the tower. Krom there down tti the well Is »u«-
lOftnd set of partitions placed at right angles to the Brst set. This
KTspldlty of the downllnw of the water, ami also thoroughly
flkr, thus affortti tig a better cixiling. A fiin-blower at the base of
HniNt a strong current of air with a veliK-lty of about tweitity feet
■Cainst the thin flim of water running down oyer tbe partlilons.
ted that for an effectual cooling two thousand tinies more air
must be forced throtjgh the apparaius. With such a velocity
orb* about two tier cent of ariueoira vapor. The iiction of the
lurrent is twofold: fli-st, it absorl>s heat fmrn the hot water by
warmed by radlatjon; and, secondly, it Incfeases the evapora-
SrocesH alisorbs a great amotint ot heat. These two coo\\m^
ISerr^nt riiiriii/r iJie dilTfreiit seasons of the year. ti«r\\\g VV*
■rJis r/if rfirtft cooling etTKct of the Cold air Is Kveutev, >kYi«~
''"'' 'P,^^,'"'^' «l>'!"n''ion bv evaporation is the move, imvo-
'XsJ/ the rear muml, (he effect reniaius -very miic\\ U^e
iLLi'fjlf' "7 *■'"''"' """ "«■ d'-flciency of water ■*•««
nJ^/d l^nfl^""""" r' !'■'*'*"■ '•••«>>l' inK from tVie co.
^^Vj^r '{''""^'«," "'«>- be necessary lo oce*
urpius tiater. If was found that the noa^a^M
84C THE STEAM-ElfGllfB.
M- varied dm^M
I
I
IbJA continual use of iiat same oonclensiDX-wator
IwlfTPt-n ST .5 and %Tinchra. TIip ereat (ta*ios of fpac*
the fnct that onlf the nTe-liiindreilcii part or the floof'fpare h nf
if co^'lirj,: ui!<k!' or I'^n^.]-^ »<'ie u»«m}. For a lOO-lwrw) uomtr m
Lflporsp-t' square ]-arda by a iieisnlaC tVM
l<%r uiiH ' yards cooling-surfao* la aaoaM
verticals i •ne is very essaealial. VTtth^wm
ioctiea ill diaiiititr aiid a tuucr C by 7 feel atid VO feet bigli. IMM|
water per hour were exiled from 104' F. to 88' F. Tb» fnlknrta
was inado at Mannlieiiii, Uennany: Vacuum in condenatr, flLI )M
perature of condciioing-watrr enterini; al top of tower. KM* M
temperature of water leaviu^ the cooler. OS.a" to T1.6* F. Tta aV
of the Stilxer cpniixjunij type, of !vn her-..- im.h-t Tl>e •BHMaxi
necessary for the orraii^feinerit nr' »ro»ot<i<
horse-jjower of the entrme for tli* !•■« aad 0*
three per cent for the liftinK of t:- .leoooUr, i
beiiiK four and one faalf to six per c-.-iit.
A Corel form of condenaer has lieen used with consUeraU* m
Germany and other parts of the Continent. TVte ezhaust-nleMB 1
eDirine pa»8es through a series of braM pipeii Immerved In vaur,
It elve« up its heat. Between each section of tubes a uiimtiicr of fi
disks are caused tn rotate. These disks are cooled bj a enrrv
M7pplied by a fan aud pass down into the water, c<M->llii|f M by i
ini; the heat Rlvpu out by the exhaust-Kteam and carryloi; tt ap wl
drivj-u iifT by the air-ciirreDt. The disks eerre al-o r.. aiiltai^ tbe •
thus aid ii in abstraciing the heat from i at
vacuum the leiiiperalure of the ctwIinK vn .)• |
coQgiiniptlon of water for couc|pn»liig is i;UariL ^tsi
for each pcmml of steam condensed. For an ' «
hitlons per minute, 80 lbs. pre*sure, there is n- ' r«
Burface. Another condenser. ItWlO aq. ft. of !•' - 1»
three eiiKiDfR, :W in. y. •)» in., 27 in. x 40 in., aiiJ 30 ir^. ■ (o m.. raq
— TTi'' .N/<"'iiii«/ii)).
Tbe Increane of Power that may be obtain«id by ailtflBKSt
giving a vacuum of -X inches of mercury to a nou-««n<1enateK*M|^
approximated by considerliip it to be equivalent lo a net caiaM '
mean effectlTe pressure per square inch of piston area. It A a ana
in sqiutre iocfaes, S = ptston-speed In ft. per minute, tbra =r^ — s
made available hy the vacuum. If the vacuum = 13.1 Km. ^
In. of mercury, then H.P. = ^S ■*■ -'500.
TItt saving of »leam for a ifiven horse-power will be I
malely by the shortening of the eut-off when tin- »-ii
coixhnser. Oli-aiaiic« alinuM be IncUnleil in '
elTeottve presMiire non^jondcnsinjr, witii a .
Ci>ii»|ilere<l, add H lbs. to obtain tlit- apiT'X.r
deiuiinK. From taMi»»of expaii' i ^I i
give tills mean total pressure. '1 ':
■CI nal cutoff, divided bylhelait («tl
Hitvintr.
Tile fiilliiHlnK diuKruni ifroiii ei4t»J<>);i|B of ti. K. WortltlnftMll
jieirr-iirii;;.' ..f (.. tvM-r I lull iniM" l»r k:;iiiK'*i \>^ itHin-liiiiiT u ri^tid^nfv
Coll'
(tnr
«i]r<
'I'llr \n fr,_.,ii| .
To lliid the in
ll», ^.'m.-.f = :
te'i
nil'
fh
I
\, PETnOLFA'M^ AND TIOT-AIK KXOIXRIS. 847
uf UitikUliii^ k { i i i i MIb
3ISII3Ii33
K
Psr Ctrrt of Bovwr baincd by Vacuum .
Fio. 151.
^tfAra mnd Dl»tllter« nre URe<1 with marine pngines for the
proTididj; fresh «nii'i' Un- tlii* hoilcrs nr for driukiiie: iKirjwstes.
Vaporalnr coiibIhIs i.f a sinnti horizontal boiler, trniitrivptl ko OS
takeu to pieces and cIhoiicI. The water In It is «"vn|«jrateil by
Iroin the main bollem passini; thrnueh a Ret of IuIm^ placed In ita
e 8U>aiii (teiHTHted in this boiler is adraitted to the low-
e-box, (to ihiil thf re is no loss of energ)-, and Mie wator con-
iretuniHd to tlm main boilers.
^ed-hetiirr t\n^ fr-eii-wAUfr t)«fore entering tlie boiler is heated
1y to bolllnK- point by means of tho waste water ami ateaui
^pressure valve-box of a compound engine.
PETBOLEUM, AND HOT-AIB ENQDfES.
fi*«. — For theory of the (tas-entrine. see paper by DiiRalil
n«t. C. E. IS8J, vol. Ixii.; and Van NoBtraud's Science Series,
Wood's Therinodynamlcs. For eonstruotlon of Kas-eiiirlnes,
i'» Gas and Petroleum EneineK; arlicles bv Albert Spleo in
— i»»iie, 18W; al£0 Appleton*a Cyc. of Mechanlcji. and Jloiiem
~t typeof 8lnjrle-cyl/nderg^a.»-enKine (for exttm\AB V\\»OvVo>
^jr-erele engine onv Ignition of (jas take* vA**^*^ ^^ ^'^•^ "v^ "^
mrgrynio rfvohitlotm of the rtywhefl, or evei-y \.*o Ac.'uVA*
eolJon: •,' ot oi'orailoiis tfik<>M piace i\«rVu(E ^c--'
K,-> • duriiif; nn entire strvikf. <b> coiin
oTm"', 1 . '■'"■ <'■' 'V"ftft>n B< the Ue'ad-tMvVtu, &v
«a»udo Hoch^ iu isoj laid Uowt. vUe Vaw Vi
848 GA3, PETBOLEUJi, AND HOT-AIR BNOll
four conditloUB necessory to realbte llie liH-.f r.'siilti from th* I
of gas: (1) Tbe cyliudei-s aIiouM liave tli' iij
clrciiiiiferetitinl siirfiufi rit l lie sppf d s'
cutoff should be ttK i»ai ly us |Kissililn; .
high OS possible. In niiuiHri) en(;liie« it is .
place, not, at ihe dpail poiul. ns proi>osi-d by 1
later, wht-n the pisl'jii lius al irmly nuvle pan ■
siglit It iniKbt be sujiposed lliot this voulcl eiitnii h _
eiiee sliowH tliat though the aiva of the dliipriiiii i Ml
iTglstert'd liy the frlciiou-biake Is greater. Sioriii' I' I
tlilK method of woi-kiiig. (Thp Simplex Eiigliip, Hi' ID
In th» Otto eriKlue the mixture of Ras and air i- t M
atntospherefi. When erplosion takeH place the teiii ■ .'lj(
to Bomewhere about 2900* F. iKobiiisou.)
The two KTviit soui't'es of waste in icas-taKliips are: 1. Thi' liliA I
tun> of the ri*j«;if-<] pioduols of combimlloii : i Loss nf hmf ilm
pylinder ivalls to thi" »vot»?i -joclcot. Awlhelii
is increased the elHcifncy or the engine liecoD
With ordinary e<>al fraa the coiii'uuintion i
hour per I.U.P., or 21 on. ft. per brake H.r. '1 lir ■:
the quality of tlie gas. When binning Donnoii pr>'
lion of antliracitu (Welsh) coal i« atiout 1.3 lli>.
urdinonr working'. With large twin eii^rineii, i(X) I:
reduced to about I.l lb. The niechnniwil •■ffli.'leii'
ortlinary enf;iues is about 85,1: the fiiclloii IuA!) !<. I
Sfflclency oftbe Gaa-cng-lne. (Tiiuralon on tlem ua
Energy.)
Heat transftrrecl Into ust'ful worlc
" " to ihe jacket-water
" lost In the exhaust gas
" " by couductioa atid radiation
i
This repreiientji fairly the dlHtrlbution of heat in tb« best I
c-nRine. The consumption of eas in the li^st rngiiieo range* :
tunm of IB to 'JO cu. ft. p«r I.ff.P per hout- to a maxltnum eiM
snialliT eninnes K en. ft. or .10 eu. ft. In ■mall piic-;iii»» »tip cottntnt
l)rake horse-power is one third Rrenter ihnn I !
The ifport of a test of a 17d-H.l'. Crossley
189J, using prodiicerpns, show.sa consuoipti.>
hour, or un aljsolnte ooinblued eflieieucy of Ji..'.: '
duoer. The elllciency of the eiipine alone is in tlie
The Taylor ^as-producer is used in mniiif^tirin w r
tlie works of Sc'bleiclier. Scliumm .'; '
to radiation tlirougli the walls uf
carried ofT in the water fronk \l
engine sln>\v ti t'utisumptlon of 6", ioi' lo. "i vzirt^ou :
ri'jiiill Is superior to any ever obtained on a steam -•:
Teats of the Simplex Gaa-«nc1iie. (I
t^liiiiler JJf, > K>*;| In., speed 1(A) n-vs. per niin. Ti inls » n
of A tieatiuK value of C07 hrut-nnils per cubic foiil i
, rich iu CO, of alMUl ISO iMutunita per cubic foot.
TowD Qoa. Dvmmm
1. a. S, T t
tIteH.P 8.70 8 87 9.0 7.lt »«
IperU.I-. (lerbour, cu. ft. 2I.&S iO.lit tU.TS W.Ot I14.HI
Iter per H.P p«>rhour, lbs. M.T 44.4 43.0 9H
Tamp, water ent<>rihi;, F BI» 6J* Bl* 4B»
•• rntuenl tSfi' 144* iff \M*
'■"IS) in
..rki
^^let'lnl 111
[part* i^r ih
GAS-ENGINES.
iirruii^iiiciils Imve tieeii (luvltHHl in order U> keep
apriate temperalui'e*. The coal i
111. iwr liiilii-'atfd or I iW Id. pi-r braku horw-power.
the
r I hi- iiiaohliif fit appropriate temperalui'e*. The coaf usvd
idicaifd or 1 iWli). pur brakM horw-power. Ttie water used
Hi'iis |)er brake hori* power iter lionr.
of an Otto Gas-euglne, (Jmir. F. /., Firb. ISOO, p. US.)— Cn-
l.l". iKiiiilua!; Morkint: i-!i|iiirlly of cylinder .SMI cii. ft. ; clearance
790 uu. fi.
Percent
Heat-units, of Heat
receivfril.
Trausferred Into work *!.84
Takpii by jacket- water 49.91
•■ exhaii.st a7.*J
I
Ware of gas Hupplled
° F.
{tplled.. &i.-i
laust... 77-1.3
" euteriaKwnter
" exit water . . .
vof ffrw, in. of<%«aier..
UtH |>er inin., av^e . • • .
oiis niiKHwl per niiii.,
Wf
Iffeotlve pressure, Ikti.
tin
Wer. iudkiattKl
explosion, foot
M).4
Wl i
s.on
101. a
ll.B
St. SBM.
ooa per minute 74.
'd per lU.!*. per liour,
SS.4
I.
C'onipo<<it!oii of tUe t^as:
Uy Vuluiiie. By Welkin.
CO, O.BO* l.!hi«
Lvii. 4.38 ]U.r.a)
O 1.00 S.797
CO 4.88 15.419
fH, 97.18 88.048
H 5I.B7 U.O-JI
N 9.08 M.MTS
99. Wl 90.995
ratarea and PreBsnrea developed In aGas-engrlne.
n the OiLH-enirine.l— .Mixtures of uir unil Oldliani ctiftl-gii.s. 'I'einper-
Dfore explosion, IT' C.
I
Uixtiire.
M
ax. FreMi
aba
lbs.
ve Atning.
per sq. in.
Air.
L 14 vols.
4U.
13 "
SI 5
1-j '•
00.
It "
61.
9 **
78.
7 *'
87.
6 **
90.
91.
ft 4
HO.
Temp, of Explo-
Hion calculated
from observed
Pressure.
VO&'C.
1230
15S7
1733
1T9S
1813
1595
Theoretical
Temp, of Explo-
sion if all Heat
were evolved.
1786° C.
19li.>
aoss
2228
IAS70
3334
3806
I'
the Clerk Gaa-englne. (Proc. IiiHt. C. E. 18S2, vol. Ixix.)—
X 14 ill, 150 rev!<. per lulu.; iiieuii .tvuilable pressure 70. 1 lbs, 9
tlfnuni pressure, 'ii) H;s. ]ier sq. in. ftl>ove atmusphere; preHsure
lion. 41 lbs. above aim.; teni|>erattire l^fore compression 00°
'eonipressioii, 311" F.; teiiiperutiire after ignition calculated from
», 2Hi.^** V. ; K"** reqiiiied per I. II. P. per liniir. 'il tni. ft.
bnstlon of ttae Gaa In tlir Ottu EnBlne.— John liiiray, in
DU of Mr. Clerk's pa(x-r on Tiietiiy of the (Jas-eiitfiiie, nays; The
hrbicii Mr. Otto intr(>duce<l,aii-l wliicn rendered the engine a success,
I, tn:ilead of burniut; in the eyiluder on expiosE%'e mixture of ^afi and
>uriie<l U ill company with, aTui arranged iei a certain way in reKi>fct
ee volume of iDComDUHtihle gaii whicii waK beutetl by it, and wiilch
(led the upeed of combustion. W. H. Bouslleld. In tlie .same dlwii*-
in: Id the Otto enKbie the chiuRe varied from n charge wbicli wnn ,
Mlve Miixtiire at tlie point of icniiioo lo a charge which wa^ merely i
""" 'd near the piston. \\ heu ignition took place there yeas n expio- ]
>tbe p- 'lilt of Ignition that uiusgrailualiy coimnunicateil ihi»ii|:li'
tA of llie cylliiiler. As the i>,'iiiiiuu got (arlUer a^a.? tvovv\ \\»>»
hn of iKitltiiiii thf rate of rrnii.siiiisRioii became s\ower.Sii\ii.\$ A'^
( not trorkoil (om faul ihe ignition should (jraduaW? en"
furine ill irav^l. nil Die <'oiiil.u.stible cas k>el.iB l\\v«
sr alow comOusii.m is, lionever. <li*piile.\ l.v »r
850 GAS, PETBOLEOM, AND HOT-AIB ENQlIfl
I
I
IRuaHne or volatile petroleum spirit of low «p. irr. . 0 (S to (.1
aume nt th^ R&soiiiie, and Ihn air tnuit saturated with vapor isr'
iUK i^T li^hliug power to ordiuar; coal-gas. It may tberrfom t
fuel f>ir itus-enginrs. Siiit-e tim vupor i« pivpu m(T iit i.i.|;niiry i.
f^asoline is very exploftlTe and dangerous, and shoul<i
^rouiui tank out of diKirg. A defect in the use of c.
enclnes in that the more volatili' prodiiois are (jiven ■
residuH wljioli is often useless, t^mne of the substancei In ili" i
talcen up by the air are apt to fonn trouhlesome depofiM ailii t
wlien huinf-d in the enitine cylinder.
Tb« Otto GaBollne-eng:tiie. (iCjiti'g Xna, Ma; < I
cliiiined Iliac where hut a small j;usr<liDe eni;iue is oaed mat tt»l
hoii^Ut at t-etali the liquid fuel will be on a par with a it^aA-vti^ttil
Ills, of coal iier hofne-power per hour, and coal at $3.S0 p«r tt*"**^
besides save all iIid haudliui; of llie solid fuel and a«he«.«i ircK|
leDdiince for the boilers. An very few stnall liieam-englD
lliiin 6 lbs. of coal per hour, this is an exceptional ahowine for«
Sets, per Bnllon for euROUne and 1,10 gal. required per H.P. '
C'lSl per It.l'. i>er hour will beO 8 cent.
Tbe Prlestman P«troleum-enctne. KJour. fVtak. J
I.SW.S I— Tlie full«jwinR is a lieseription of tne oi>eratlon of th» <
tirdiniiry hicli lest i.usually ir>i>" testi oil is forewl under nir 1
aiouiizer, where the oil is met by a current of air on.i ;
nuil sprayed incoamixer, where ii fg mixed with Hi
supplementiiry air and sufHcienlly beate<i by the exi:
jiaiAsine around tills clinniber. The mixture is then drawn t'V' r''^'*
the c> Under, where it is coinpreiwed by the piston and Ijfnited by !•■(
spurk, a governor con trolling the supply of oil and air propo™**"
the work performed. The burnt products are discharKsd tJir(M|)l V
liaiist-valve which i.i actuated by a cam. Part of the aJr «u|>por(lllM^
bust ion of the oil, and the heat generated by the cnmbuiUaatf"
expands ilie air that remains and live protiuot-s i°esuliiiig f rom tlta^J
and thus develops its power from air tluit it lakes in wliilenwM
other words, the eni^ne exerts its power by inbalini; nIr, brtilW*^
and expelling the products of combustion when done with UlWt
eoKioea only the i/^M pari of a pint of oil is used at any ua«lia«>i
the stnsUest RJzes the fuel is prepared lii correct quant itiiv tarjkit
1/7000 of a pint upward, according to whether the engine tt rmnlac*
or full duty. The cycle of operations bi the game aa that i^ Ik* M
eniriiie.
TrIaH of u. 6-B.P. Piiestman Po(r. :> '
W. C. Unwin. Proc. Inst. (.' E. IKir.' i^ Cylinder
aiO revs, per min. Two oils were usi.-<i. Rus»<.i
important reaiUta wereKivenin the following tame:
Oilu«ed...
Brake H.P
I.H.I
Trial V.
Full
tower.
Day.
liebt.
7.7HS
».M0
0.!S4
0.M3
O.tM
33.4
,151.4
MeMi eompresaion pr«» \
eur«, Iba. per »q In . . \ » .**
ternjln«l |»reti»ure,
Mecbanioal elBcienc
Oil used Iter brake H.P.I
hour, lb '
Oil use<I per Indicated
H.P. hour, lb
Lb. of air per lb. of oil . .
Heao explosion pressure.
llw. pt>r aq. In
Trial I.
FuU
Power.
Russu-
lene.
a.TOR
T.4(«
O.Qt
O.M«
0.854
81. V
1S4.8
Trial IV
Full
IVjwer.
TxUt
Pa«<4
Uuno-
8,«m
8.S3I
«.8ai
)4
ft.SM
^
itt.a
ma.
\\.u
EFFICIENCY OF L0C01I0TITB8. 8&1
vine was equiralent, in Trialg L, IV., and V., to 1 'ttlbn., 1.48 IIm..
fof coal fier br&k« hur«e-poWrr pf-r hour. From Trial IV. the
does of ine expenditure of heat were obtained:
PeroenL
rork at brake 11.81
ticlioii 8.81
bwi) on iadicator -diagram 16. IS
" in jat-ket- water 47.54
in exhaust -gases 98.78
and unaccounted for 0.01
d 99.99
•cagintim are in use to gome extent in small yac-hlit and
fill" naphtha is vaporiwd in a boiler, and the vapor i& lined ei-
n the euKii»? cylinder, as sleain is used; it is ilien condenKed and
> the boiler. A jKirtkiU of the naphtha Tapor Is used for fuel uti-
iter. According to the circular of the builders, the Gas Enpine
0. of New York, a "i-H.P. engine requires from 3 to 4 quart." of
hour, and a 4-H.P- cnRine from 4 lotiquarts. The chief advan-
naphtlia-engine uud boiler fur launches are the saving of » eiiclil
Ikneas of operation. A 3-H.P. engine weighs aoo lbs., a J-H.P. 300
H onir about two minutes to get imder headway, (Modem
p. aTO.)
(or Caloric) EnElnea — Hot-air engines are used toaouie
iieir bulk is enormous compared with their effective power. For
of the largest bot-air engine erer built <a total failure) see
of Ericsson. For theoretical Investlgaton, see Ranlciiie's
und Hontgen's Tliennodynamlca. For description of con-
Applotiin s Cyc. of Mechanics and Modem Mechanism, and
iSuhstiUites for Sieam. Trans. A. S. M. E., Tii., p. fiBS.
ra Hot-air Engine (Robinsons— A vertical double-cylinder
igine Co. SI \i nominal H.P. enijine Rave 20.19 I H.I', iu the work-
r and 11.38 l.H.P. in the pump, leaving S.81 net I.H.P.; while the
«ke U.P. was 5.9, giving a mecliatiical eniciency of 6T;(. Con-
af coke. 3.7 lbs. per brake H.P. per hour. 3Iean pressure on
17 lbs. i>er square inch, and in pumps 15.9 lbs., the area of working
leing twice that of the piirap«. The hot air supplied was about
d that rejt-cted at end of stroke about H90* F.
result of Stirling's heyt-engine was 'J.T lbs. per brake HP. per
n's hut-air engine. 2 H.P. nominal, gave 4. J l.H.l'., 2.6 B.H.P.;
refflciency 6iJ; estimated temperature at highest pressure I500°
Itiiiospherio pressure TOU" F. Uigbest pressure, 14 lbs. per square
I atmosphere. Con.«umpiioo of fuel, 7 lbs. per hour per brake
|( Cooling water, 30 lt>s.
LOCOMOTIVES.
of EiOcomotlTes and Bealstance of Train*.
HemiersoD. Proc. Engrs. Cliibof Phila. 18M6.)— The efflciency of
ca<" be divided into ttvu principal parts: the flrst dependlnt:
Jw of the cyliiiciers and wheels, (lie valTe-gear, boiler and steam
f ivliich the tractive power is a function; and the second upon
grade, curvature, and friction, which combine to produce the
t power may be determined aa foUowa :
tive power;
erage effective pressure in cylmder;
rj/re of pialoa:
neter ol cyllniJerB:
r ot driTing-wbeebi. Then
P— *'^'P3 _ 0*98
4wD ~ D •
852
LOCOMOTIVES.
Tb6 A^^^*^^' ufT.uilipn t.r^.^utir<> c>aii Vu> itlil fiirii^l f ri iiii A ti rmlhj"trijr-^t
trmiM, ur
kuowii, I
jolhfHl tjil .1.,.^..:..^ i ^.-. • -.^i f f ^. ;. : . .,,^.
prrasure la boilrr-pmiaMire kbuve atinusplierti for various prupvrUoos
culroit.
Stroka,
CutaOat—
.1
.15
.ITS
.a
lf.K.P,
(Bottor-
pros, s l\
Stroke,
CiitoSat-
I
.15
.3
.'U
.88
.4
M
(ME. P.
Boiler-
pres. = ]).
.533= W
.3TS = ?|
i
.45
5 = K
.55
.56
.57
M
.•7
.78
Stroke,
Cutoff at—
.025 = «
•? = «
.8
M.K.P.
(Bofler
prea. = i
.79
.a
Thcw valura were deduced from eTperintenti with an English loconidU
hy Mr. OoeK-h. As diaernms vai-y si) much from differeut cniL^es, thi.s tub
will (inly fairlT repn>8eDt practical cases. It is evld^-nt that thi? cui-olT mm
be ouch tlint tlie boiler will Iw capuble of supplyinK isufnclent uteam at I
Ijlven wpet'd.
In the following; calculations it is UR'-'iimed that the adhesion of the pmi
i«at leotit equal to the tractive powKv. which ia generally the ciue— if I
engine he well deslm>ed -except when startinir, or running at a rerjt t
rate <if spefd, with a »iniall fxpan.slve ratio, ^ylleu ruiinitit; fotiter, ecoiioii
and nl!«o thf size of tlie boiler, rtecesaifate a iii^ber ratio of expansion, ll
rcducinR the tractive power l.elow the adhesion. If the adliesioo be I
than iJie tractive power, substitute U for the latter In Lhe followine If
lllullEl.
The renidtances can be computed In the following naanner, first ctin^iji
ine the traiu :
Tht-rc ii a i-esistonce due to friction of the jouniols, pressure of wind, e
whlcli Increases with the speed. Most of the exp«'riment« made with a ti
(if rtr'tennfnini; th** re«l.sta.iice of train!s have been with European rvilinir4i<
and irn European railways. The few trials Ihut have been made here u
to prove that with Aiiiei-fa^n systems thU r«8Uttanc« is leas.
The followiii); table Kives the resistance at dlfferenC speeds, asnimed
Anierican pi-nctlce :
Speed iu miles per hour :
J = 5 10 15 ao
40
is ao as
Resistance in pounds per ton of S340 lbs.:
K = 3.1 3.4 4, 4.8 5.8 7.1 8.B
Coefflcient of resistance in terms of load :
I = .0015 .0017 .OO-.'O .00S4 .0029 .OWK .0043 .0051
46
se u
lO.a 12.1 14.8 16.8
.0060 .0071 .0084
I = .0015
O+ili)-
The resistance duo to tnirvalure is about .5 lb. per ton per desroe of i
rature, or the coelBclent = .00025c, where c = the curvature in rfeerer*
The effect of grades may he determined by the theory of the iacIlM
plane.
Consider a load JL on a graile of m feet per mile. The coiMponeut of 11
ueighl L acting' iu the line of traction, or parallel to the tracic, Is
r sin » = ;F^ = .OOOlBtm.
To combine these (^oeff\cieMB in one equatioB representing the raiusi»'
of the f rain ;
LetJJ = weiRht of tram, exc\M»\vcol e\\s«n»i,VnV«»*»\
H = resistance ot iraiu, Vn. vovmAa.
«. c. and »n, as above, t^veu -^
if=x.t.oo<i-v'^>«««-^
KKTtA AND RESISTANCES OF Rj^lLHOAD TRAINS. 853
"inn niPiin'wf; tliat this coeflicieDt is poBitive Cor aaceudiun and oegtk-
I np prudes.
I'' ii|Hiii whiuli a train would descend b^ itself, taJce tiie lost
i> auil make R = U, whence
ocomotives usually Ijave a lone rUid nherl-hase, the coeincient tor
lire bad lieUer lie duubled. Tlie resisiauce due U) the frlclion of Uie
ig parts will he coiisI(lered as iH'ini; pr(>p<>i'tii.>iial to the (-motive pri»*#?r,
1 the elTovtire tractive power will be repreMnled by ui', tlie resiataooe
'1 - U)P.
Muiug all tlieMi valueR, Ibere retnilts Ibe equation between the trac-
wer und the weight ot the traio uud eogiue:
uP- tr<. 0003c ± .00019nO = LI + .OOOaSc ± .OOOIOwi,
ir weieht of eugine and tender, aod v belDj; probably about .8.
iformiiiK, we have
i =
uF- ir(.00O5c ± .OOOianQ
I + .oooaec ± .o(wi»iu '
£(14- .OOOaec ± .0001»nt>+ )r(.0005c ± .OOOIOm)
I deductions, sa}'s Mr. Heuderson, a^^e well with railroad praclf^
Igurefl given aliove for resistaiuxs are very iiiucli Ii'ks tliaii tlioM^
y the old forinulce (which were certainly wrongl, but even Sir. Hen- 1
» figures for hig^li s|>eeil are too high, aceonljUK t<j a d iarrain given bjT |
Unes in Eiig'g Mug., June, 18SM, from which the following figures an» ]
i
^niUesper hour SO
^bnce, pounds per gross ton . . 13
nwifj™. March 8, IS91, gives a fnriunla which for hieh speeds gives
for resistance l.iotween those of Mr. Bariitg and Mr. Heudersou. See
ported in Kng'g Xews of June 9, lf9-'. The formula is, resistance in
per ton = J^ velocity in miles per hour -f- -'. This gives for
60 70
80
90
100
12.4 18.5
15
17
80
10 15 ao t^ 30
35 40 43 50 60 70 80 BO lOO
4.5 5« 7 6^ (I.S
lOJi M iSyi 14.5 IT 19.6 « 84.5 Vt
iblee showinK that the resistAnce varies wiUi the area exposed to the
ice »nd friction of the air per ton of load, see DastiieJI, Trans. A. 3.
•ol. xili. p. 371.
tlaand Re)(lnta.ncesorRallroadTrminKat IiiereasluK
■, — A series of table.t and dingrunis is g-iven in K. K. Gnz , Oct, .St,
abow the resistances due to inertia in starting trains and accelerat-
Ir speeds,
leeiuuilcal principles and formuls rroin wliieb these data were cal-
are as follows:
peed In utiles per hour to lie ac<)i>ired at the end of a mile.
I = average speed in mile.s per hour during the first mile run.
relocity in feet per second at ibe f ml of a inilei iheu K-t- S = aveiv
ociiy in feet per second during; t.ho flrst mile run,
►■ iyi = time in seconds retinired to nin titst niEle = 10500 -i- V.
;i05«0 -f- Vt =!"-(- 106110 = .0000947 r" i. Constu.nL gain in velocity or M
alion in feet per second necessary to the acquirement of a velocity V H
ind of a mile. ^
■toleration due to the force of gravity, i.e., Zi.i feet per second.
Hses re4)uire<l to a<!celerate a given mass In a given tune to dilTi'rent
^Sre in proportion to those velocitle.-;. The weichtof a body is the
eof the rorcH widcli accelerates it iu the case of gravity, and as we
aidering I lb., or rlif unii <i{ weight, iis the mass to \ie BkCCfe\«a.\.v;4%
do: ( f -*- lOMOl : : I is to the force requii-ed to acceXevaUs \ Vn. Vo \.\i»
*/"'/'''' .*■"'! "/ " ""'e *•""■ or, what is the same, to acce\ett!LVe W aX
or y -r- ItkilW fert f>er sccoud.
fti>xvu>. ai;.S}, which equals .UOtSWhittiVi '
—X^i^pUB %«»Wlli ■ II II ■■■ Bill ■-■■-■ J I I I l-IJ •■■! BBH^M
tTBCdve rfHrtencT of locomoftrM; WfJh simple wrjj-ejl
ing four wheels coupled. exiMji-iinents Kbvp lHr«-n made I
llTe siiperinleDdeDt of ihe tastt-rn Railway of France. 1
j^atest possible care Bii(i with the best apparRtuB. and tj
was that out of lOOI.H.P in the cjliiidcrs i3 H.P. only m
ilraw-bar. Th« loss of 571 was rattier a hii;li price lo pa
of the engiiie. How much of Uiat Ioks »-a« due to od
could vet say; but a cousidernble amount, of it niusttel
cause It WAS known that lai^e eneiueH with r sitiLrlc pai
not coupled were doiiie their work more ecoiu i
motive eoiirineers who bad not yet Rono in for .
eoifif; back to the siDf^le jMiir of drivinij-wheels
Kissof STl had been conaniied independently on ibe IVii
trials made with an eiiKine haviiil: 18^4 x 24 in. oylind
wheels four-coupled; by takins indicator diagrams itp I
which were pixjfessed to be taken correctly, the powd
was found to be only tSf of that in the cylinders, or OOB
French expei^ments, J
The Size of LoromotlTe Cyilndera Is usuaU
that ib^ eii)£iiie will jusl oven^uine llieailheiiioii t^f Itfl wlj
der favivrutjU- circtimstances. 1
The adliesion of Uie wheel is almut one third the wejf
clean and sanded, but is ugiiatly assumed at 0 -JS. <Thura
A couiniittee of the American Association of Maslel
studying the performance rvports of the best engines, n
iiig formula for weight on driTln<;-wheeJ»: W = — — -5
mean pressure in the cylinder is taken at 0 86 of tlM
starting. C is a numerical coeflicietit of adhesion . d the d
in liiilies i» that of t)ie drivers in inch-- ' :" 1 lesmj
onnds |>er squari- inrh, .s the str<>ke of i lie*.
for passenger engines. 0 24 for freiKhi, -n swi
The common builder's rule for delerit -izv ^
locomotive ia the folloivintc, in which " 1 F<
tlial the steam |)r,^i^sure at the engine ii..>
MLEBS, GRATE-SURFACE, SMOKE-STACKS, ETC.
Tod Borriea'ii rule for the illameter of the low-prraaure cylinder of a
lad locomoliTe la d^ = — =-,
ph
w
M
= diameter of I, p. cylitiilor in Inchw;;
= diaiiK-lvr of driving-whefll in inches;
= mean elTiH-tlre pressure per Hi(. in., after deducting internal
machine frlcilou; ^h
h = stralcH of pLutoii in Inches; ^^M
Z = traclivf furce required, usuiilly 0.1-1 to 0.16 of the adhesion. ^|
iTalueof p depends on the relative volume of I he two cylinders, and
Indicatar experiments may l)e talcen as foJIowa:
I of Enffioe H*''" of Cylinder v In perceiilaKe p for Boiler-nreaa
«i I!. B Volumes. of Boilernreggiire. ure of 17fi fba.
r
«Moi r.oB.nB. volum'es. of Boifer nr
■^tender eng's 1 : d or 1 : 2.05 ii 74
K-enRlnea 1 i i! or 1 ; i 3 40 71
ho Size at LoeomottTe Bolli^ra. (Forney's Catechism of the
uiiiutive.) — They Hliould be propdruiiiied to the amount of adhpoive
j'ht "-ntl t4> tlie Hpe4>d at wiifoli ihe loconii,>ttve if* intended to wortc. Tliuu
ijoiiiotive with a )crrat deal of weiRlii on Che drivlng-wlieels could pull a
rier load, would have a greater cylinder capacity than one with little ad-
m weiKhC. would coaaume more 8team, and tlieretore should have a
M boiler.
le weight and diuiensloos of locomotive boilers are in nearly all caaea
irminwl by tlie limits of weiglit and jipaoe to which they are necessarily
Ined. It liiay be staled Rcneraiiy that uathin these limit a n locomotive
rr cimtiot lie mode too turi/e. lu other words, boilers for locoiriotives
lid always Ije uiad>- rh Uri^e as is possible undt-r the ctmdltions that de
rtine tlie weitrht and ilirnHji^inns of the locuiuotivHS,
ITootten'a I>ocon)Otlve. (Clark's Steam-en^ne ; nee also Jour.
Bk. Inst. IS9I, and Moileni MeclianlKUi, p. 4Sr) I — J. K. Wootleii deaifrued
COiiatnjcted a locfiinotfvo boiler for the combu:>tion of aiitliracile and
ite, though specially fur the ulilizstion as fuel of the waste produced in
mining and preparation of aulhracite. Tbe special feature of Ihe enf^ine
ie (Ire-bor. wliich U made of ere-iil length iiud breadth, exlendinR clear
r the wheels, Kivint; a crate-area of from 61 to 8.5 so. fl. The draught
;ised over liiese larfi^e areas i^ 8o gentle a.4 noC (o lift tite tine pii*'4clHf( of
fuel. A iiuuilmr of erpress-enK' "es baving this type of t)niler are engai^ed
,be faat trains lietweeu Fiiilailelpliia and Jersey Ijily. The flre-box ahell
ft. B In. wide and lU ft. 5 (n. long ; the fli-e-box Is Bx9l^ ft , mailing T8 sq.
C grate-area. The grate is composed of bar.s and water.tubes alternately.
regular types of cast-iron shaKin^ grates are also used. Tlie hul|tlit of
Br«.box Ls only'.' ft. 1) in, above the graie. The grate Is tenninated by
Mge of flre-brick, beyond which a coMil>iisiioii cliaiiiber, £7 in. long,
I lo the lluelubes, aboiii 184 in Dnaii3er. \% in. diiim. The nylindersare
I. dlam.. with a stroke of •« Inches. The driFlne-wlieela, four-coiinled,
\ ft. 8 in. diain. The engine weiEhs 44 tons, of which 29 tons are on drlv-
■rhenls. Thf healiiiit-surface of the fire-box is 1115 sq ft, that of the
tube* is 98J sq. ft.; tofiether, 1117 sq. ft., or 14.7 timea the grate-area,
ling 15 paasenKcr-cars, weitchiiiK " ith paKsengers 300 Ums, at an average
d of 4i miles per liour. over niling vrmdientsof 1 in R9, the euRlne oou-
M 6d lbs of fii.-l per mill-, or 34^ ll(s. per sq. fl of erate per himr.
■•Iltlea £i»enttaa for a Pree-steamlnE Loconiottve.
u a paper by .A. K .Mitchell, read before the N 'i . I<Jiilr,.Rv| chib:
a .VeiriT Jan. ^4. mBl.i-Si|uare feet of Iwiler-henting Kurfuce fur bitu-
«u» coal nhould not b- le«s than 4 times the square of the diameter in
s.of a cylinder 1 inch larger than the cy inder to he used. Oi>g tenth
is HhouUl be in the Are box. On anlhrncite locoraotives more heating
^ iH required in the (Ire l>ox, on ncconnt of the larger grate-ar^a
tii^I but ti.e heating surface of the flues should not be materially
^S^tw". iJn. U.u-n.. Jan. M, lS91.i-For Kr.vle-RMTta.,., Iw *xwS'
o»l- Malliptr the dlsptat^emeal in cubic feet of one, v>v«.Vom ^x„\w
brSS; ibe'pnyJiicl »ill be the area of the ffcti^" vu »t\vkt».v«!. ic^-
bitamiuiius coat: Multiply tlie displao^jment. in teev ot <
■ Btrokf by e'4: Ibe product will be llie Kiate-anMs. ^^wMi
with i-jrlladfiv fJ In. In Jiatiieter and upwavAft. r<j» 1
1
856
LOCOMOTITES.
Mn»ilr>rrvlinili<rKtli^ i«lh> uf K>al<- itn>atii iiistaD'dlntIacementBhonldbef)(
to 1 re, it ilii- ilt-fiith ■■' nil] adiiiii tlijs proportion.
T: is 111 iliH f..l|.miii;. be«n (tiiiiul by the foregdnj
mil . . ' v«'ry cl>i«i>-l.v "Ith ' ■practice:
UtifLi -Htm 1,11. Tli<; Internal arva l'I ihe »iiialleat croKs-MK-tioD at the Mid
■bouM !)•• 1 17 of tilt- nrrii of the Kmie In Aoft-voal-huminc enj^neB.
A. K. Mltoliell, Siipl of >1(jlive Pdwcr of the N. Y. K E. A W. R R.,8«ij
Uml ivooiit pra^'tiiv vark« frout ihiK rul.- Snme romls use the sonio »i» «
utock, IHU) In. illAMi. nt tlirunt, for nil rnfi^iiies up to 311 in liiaiii. of cylindri
Thf* areAof the oHflcfs in the exliausl-T>o7jci*^ ilef>entis cm tbequautilyatt
(inullty nf llie coal liurut. hUu of cyliuiler, coiiKtruciiou of Ktack, aii3 ill
uiioilitioii of the outer ainioKplitre. U U ihi'rvfure iiiipo?«ible ioi;iverula
fisr eoinptilin^ the exact diameter of the oiiflc^a. All that can be done Ut
f^ve a rule by wliioli an Riiproxiinaie diameter cau he fouini. Tlie eiM
iliafneter ••an only Ijo fouml liy trial. Our experience leads us to believe tha
iliH area of each oiilkt? in a double exhausl-nozzle kIiouIiJ be equal to ir
part of the ffratesiirfiiee, and for single nozzles 1, 'JOO of the ►;rale
TheAe ration hiivu iM^eu inieil in tliuliiig the ilianieters of tlie nozzles
th« following table. Tlie tmuie sixeg are often used for either bar
coal -burners.
inl to if4
es fjl^^^l
Size of
Cylluilerx,
ill liiuhes.
It xai
15 X a
I0XM
17X84
38 X M
]<iX «4
80x 24
Grote-ftrea
for Anthra-
cite Coal, In
tq. In.
IN9I
isn
«IT»
1748
UI5
88BS
«asi
iSS!
Orflt*-are«
for Bitumin-
OUH Ci>al, ill
eq. In.
1817
1438
S007
aiii
8948
SSM
xn
4061
Diameter
of Stacks,
lu iDchea.
Double
Koules.
Piani, of
Orifioeis, iu
inches.
8
8 S/16
a 9/ifl
8 I/I6
af/ie
m
Siorla
Nocdw.
Dlun- ol
Orifices, ■
Indies.
«ll/l»
a
4 l/H
4 t/tt
n
6
ibi
ExbauHt-nozzlea In Locomotive Boiler*, — A cotnmitier o
the Am Ity. Mnsicr Michimk-.-i' A«>ii. in INIKI r<-poited lliat they had. nfti
two yeurs nt e.\perinient and research, come to the eoneliision'tbat. owii
to the greui iliverKily in the relative proportions of cylinders and boiler
together with the difTerenee In the qiialily of fuel, any rule wbicb does m
reoogniae eucli atid ail of lliese factors would he wurtliless.
Tlie committee was unable to deviw an.v plan to determine il .
eilmust no/jtle In propurilon loanv oLlii'r pint oC the engine .
believes that tlie best practice is for eairli user of loeoijuHiv.
nozzle tliat will make steam freely and fill the other d>'!<ired eomli
determincil liy nii inlellijjenl use of the itulioator and a check nn thf hi
account. The cundlltuiiNdesiraUle are : That, it must create draught eiioui.
<iii the (lie to make sleaiti, and at the Kaiiie lime impose the leii-st poislbj
aiuoiiiil lit work oil the piutoiiB in the dlinpe of back pressure It kIiimiU '
liirtfe enough toprodinea nearly uniform blast wiihoiit lining or tearii
the til'", and lie I'couoiiiiL'iil in ilH use of fuel.
Fire-brick Archoa In Loeoiuotlve Plre-boxea.— A
niitlce uf tlie Am liy Master SleilmiiifK" AK.«n. in ISMO reported stroDKly 11
favoi' of the use of Inlclt aiohes in locomotive flre-boxes. Tiiey say: It
the uniuiJiiionR opinion of ail who use bituminous coul and brick arch. tL^
it in most eflleient in consniiiiiiK' tlie various gaaes coiiiposine lilail; !;mcti\
and by inivedlnK anil delaying their passage throu(cli the tiiii-
lin;r ami subjecting them tn the heat of the fiiriiaue, grenih
volume ejected, and tuten^jllleH conibnatloa, and does not in ihf
but rather auKnients drauglit. with the conseijuent .savinjf of fni-l anl ii>:,
tTea.sed .-il.'ominK capacity that nii^rlit be expected from uuch reeulla
iu fj/irlii'iilitr H lien iiaeil in cfinTiec\\ou«\\.ViexLeiisiou front
Mme, ITelsbt, Tractive PoMi«T^«\e..^«TiHVS«T«ut SUM
I
Hon
8IZB, WEIGHT, TRACTIVE POWEK, ETC,
Sol
. B. 188S.)~Tbe troctlvn power should not lie more or lesa than
aon. In column 3 o[ each tahle rheBdhcsiim is siveii, nnd Rince the
D and tractive power aru expresiseil by ih^ saiii« iiiiiiiber of pounds.
fuit*s nrp olitHinffl by fliiilinp tlit- Iructivi- power of ench euKine, for
■jrHJSe always iisint; the small dittiiipt>T of rlriviiijr whi-els (fiven in
a. Tho wfiijhl on drivers Is shown In iMliiuin i, wm<;h is ohtnined liy
iMiiK the adliesion by 5 for nil clttsst's of engines. Column 5 Kives tlia
on (lie trucks, and these are liaBed upon olittervatloiui. Thus, the
m the truck for mi eight-wheoled engine Is about one half of that
>ii the drivers.
oenl cDKlties^ we multiply the total weight tin drivers by the decimal
;he proiluct will be thi? wei(jlit on the tniek,
in-wheeled engines the total weight on llie drlvere, multiplied by the
1 .88, will be equal to tlie wt-i(;hl on the truck.
ftatly, for cotisolldailon euirlnes. tliu tomi weight on driven) mulU-
r the dectmni 16, will determine the welKht on the truck.
iimn S the total weight of each engine is Riven, which is obtained by
the weiglil on the drivers to the weight on the tnick. Dlvldiuit tbe
n given In I'olumn I hy 7^ will give the number of tons of acxiO ibs.
r eac^ne is capable of hauling ona»tntig^lituiid level track, ooluuin T.
•eleht of engines given in these tables will he found lo nei-ee Ren-
riiS the actual weijchls of locumolives recenlly luiilt, (ilihoueh il
>t be expected that theise weigliia will a^ree inevpi'y ease with the
relRhtB, because ilje different builders do uol build the engines alike.
etual weight on trucks for eiKhl-wlieeled or renwheeled engines will
►r much from thowr niven in the tables, hecnnse the.se weights depend
on the difference hetwcen the total and ripiid wheel-boBe, and t^iese
often changed by the different builders. The proportlou betweeu
I and total wheel-base is generally the same.
lie for findiag the tractive power is :
I
I
dia. of I ^ J Mean effect. Bteam I ^ I stroke j
iuohes ( I pre6«. per Bq. in. f'^l in feet I
Diameter of wheel iu feet.
= tractive power.
I
;
1
|T WnEELEO LOCJOMOTtVCS.
TCN-WBCELKD EnOINEB.
I
llM
lown
13310
lifVifl
17070
JMM
(WW MIM; 9mu\ M*i7(i
«M3 <;m5' use ;itu7
iinoi saoaoi »oio. imm
uiti frTWil awaal nmo!
II*.
MSI
M7J
USDS
In.
IK :iu ti
la 41-<.'r
VI t.H 17
•;■: t.'.ao
•:i 1H-UI116W
•a .M-MISM
U .il-M 1J7M
211 M-«« HtM
lb*.
8SW7
ssam
lb*.
isin
•TMU'UMI
;3W0' 13104
I
?3?l
-= =?i
llM.
1M77
UOIO
MIM
TOT
«oaH ia»
«MM IMS
Hooui. ENoiMsa.
Ihn. I Iba. I ItM. I III*.
<•;«' lurar trrn 'mm*'
S8MU M*.i smiw,
TlMi 16M7 ;.r<V M3M,
«Mtf/ fisui suit: HKt
saai lomr «.■««*,
' «I4M ISBUI 7.».X»
CDK- iKTM :tii:»
Mtii i.T;« Hsasi
TSim tU4» »M40
CONaOUDATION ENOIim.
358
LOCOMOTIVES.
beadlns American Typ«i> of Locontoilv* r«r PrelctitJ
Pfut««iieer S*'PvJce,
1. The L'iglit-wheel or "American " pnsseu|!er Ijiw, ba-ring tour i
tlrivlng- wheels and a four-wliwloi tnjok In front.
3. Tfie ■' tt'nwlieel " ty|»e, for riibted traffic, iiavijiK six coupled^
A leading fuur-wbeel truck.
8. Tlie " Mogul " freight type, hAvinf: six coupled drivlng-wli
pony or two-w'lieel truck in front.
4. ThP '• Consolidation " type, for heary freight serrice, h»*h
coupled driving -ivbeels and a pony truck id front.
Besides these there in a (rreat variety of tyfiew for special cond
service, as four-wheel and six-wheel Hwitcliing-engriueu, wltlmiii tru
Forney type used on elevated roilroadd, wiiU lour of'"'" '
eUKiue and a four-wheeled rear truck carry ioe tl
loconiolive»for local and suburban servicewiih four
with a two-wlieel truck front and rear, or a two-Hin,. .
ruur-srbeel truck rear, etc. " Decapod " enirines for beavr freigb^
bave ten coupled driviDg-wheoUanaa two-wbeel truck ia irwnL
Steam-dlatrlbotlou for Hlgli-apeed LooomvUi
(C. H. Quereau. Eng'g A'ewi, March 8, ISSM.i
Balanced Valvfji.—yir. Philip 'W'allis, in 1886, when Cn^neer nf
the C, B. & Q. R. K., reported that whilt> 6 HP. was rrqulrvd to i
balanced valves at 40 miiea per hour, for the balanced vulvns z.t I
was nroessaiT-
Effect of .Spegit an Average CyUndei-praifure.—Atgnme I bat a I
ha» a train In motion, the reverse lever i« placed in tfie runuinx I
the track is level: by what is the niaximuni speed limited T Tin* I
of the train and the lund increase, and the power nf the Ir
creases with inereaslug Kpeed till the resistance and [Miwer nrmt
the speed ijecomes uniform. The power of tlie eiiKliif< dej"
average pi-e^surfl In the cylinders. Even thoiijjIT the t-n!
tireaaure renmln the same, ihiti pressure decit-
because of tiie higher plston-speeil and moiv .-J
has a shorter time in w/iicii to enter the cyliiitl-
following table, from indicator-cards taken Ironi h i.i<-oM;uiive
speeds, Khows the decrease of average pressure wiih increaainx i
MUesperhour ,. 46 St M M 54 St
Speed, revolutions SZ4 S48 248 SB8 369 «7T
Average pressure per so. in.:
Actual 61.5 44 0 47 8 48 0 41.9 <•.» STJ
Calculated 46.5 40.5 44.7 49.8 41.6 li-A
The "average pressure calculate<l '' was flpurpil on ibr
the mean etTective pressure would decrease ill 1
increased. The inaiu ilifTerence llcji in ilie h
fi|ie«ds, and consecinent higher expansion-lin- _
entered the cylinder. The back pressure and coiiipressiuu llune ^
closely for all the cards, tbougli they are sllirbtir bettor tor
speeds. That the difTeretice is not Kreattr may .i^arely be attninili
large exhaust-ports, passages, and e>i i ^llicll la 5 Ul <
These are matters of great importanee I '-.is.
tfui/er-jireMiirc— The increase of trail n-itb liii !■■>«<) spwJ i
not an (he square of the velocltv. a.s isciinniinnlv Huppo«e«l. It kiiau** 11^
that it increuses as the speed n^ter about 30 miles so hour to rsactrt Al
snining lh»t the IiittPr is true, and tliat an nverflp'Of Vi Its. ^wr ^|-.u»r' i -1
iathegreii: n be realized In th-
miles on li u this pressure fu:
• traltl :r ', It f.-.llr.W.>; th.1t. I .1 r, ,1 '11
:aad n^4B. Cor cw* ;-iiU
w —^-^
SOME LARGE AKERICAK LOCOXOTirBS, 189$. 85l9
'Ta/vr-ti-atirl. — Ad iomacnl aTcn^ <jliilii pre—* aMT •>■» k«
buUned by Jncreasini; tbe TaJ*e-Usvc) wilfcol isiiiar Ike hoOcr-pnaHBCi
Rd tx-tter results wjl) be obtaiticd bjr iaernaBe batK. 1W taosier as««l
Ires & liif^bcr strani-prmmre ia Uw
<t«r exhaust-cl<>siire, and a lar|c«r exk
leed^ an<l econumy. 1 bclii^Te Uiat a afrfa. porti
avel could lj« successfully iisedforki^i-iDeedam
r BO doii]); the criinders could be «ooao«aloB^]r ndaoed aa4 tbe <
aanc« IlKh'eiird. Or, better atiU. the iWiiitri nf tiw driven f
eurin^ lighter couoterbalanee and I
Sire of />rityri-».— Ecooouijr nill
trers, provided the work at awn
iger than one fourth the gtroke.
in. drivers at 55 miles per boor ia I
iTers at 61 miles per hour.
Steam-port*.— Tm leDgth of steam-porta ranees from IS to. to S$ in.. waA
a eonsiderable InSueDce on the power, speed, and eeooooiy of the iooo-
>tire. In cards from siiiiilar engmwt tlie stean»4iae of tlw eani frwn the
ifioe with 33-in. ports is coDciderablT oe«j«r beOsruifiiiiii than that d
9 c»rd from tlie eDicine with 1714-in. pons. That tbe bigilwr ttccm-iinfe Is
« to tbe greater len^tli of steam-port there is little room for doahc Hie
In. port produced 531 H.P. in an ISVj-in. ctliitder at a cost of 91.51118. o(
licateU water per I. H.P. per hour. The 17)4 in. port, «M H.P., at tbe rate
S2.9 ibe. of water, iu a 19-tD. cylinder.
41 ten Vdlvft. — There is cnnsidera»le ijifferenceof opiaioaastollieadvao-
fe of the Allen fKirti?<I-valve < :n:-^ Eng, AVira. July 6, 1MB.)
|pe«d of Ball vrar Tralna. —Id 1^4 the ave'race speed of trains on
) Liverpool aud UanclieMt«r Railway was twenty miles an hoon in ISH it
8 tweocy-flve miles aa hour. Bat by l»iO there were engines oa the Great
Htem Railway capable of numinK flfty miles an liour with a train, and
iity miles an hour without. A speed of 86 miles per hour wb$: moile in
irland with the T. W. WorsdeU compouod iocomoUve. The total weiirbt
tbe eufrine, tender, and train h as 6)5,000 lbs. : indicator-card^ were taken
>«rlng 1068.6 H.P. on tbe level. At a speed of 75 miles it^r imur on a
el, and the same train, tbe indicator-caids showed 1040 H.P. developed.
■noB. A.. S. H. K., ToL ziU., S6S.>
The limitation to the increase of speed of heavy Inconifitirps seems at
saenttobe thedifflculty of couniirbalani-ln!; the reciprocal lutt parts. The
txtlanced vertical component of the redprocatiiig parw causes the pres-
•e of the diriver on the rail to vary with every revdlution. Whenever the
»ed ia hiKh, it I3 of conquerable matniitude, and iui cban^ in direction is
rapid that the re*iuiiin^ effect upon the rail is not inappropriately called
'hamnter blow," Heavy rails have h^eo kiukeil, arul l»riiiKe?* have been
iken to their fall Under tlie action of iieavily balaiii'ed drivers revolviuf;
liigh siMeds. The mean? by which tho evil in to be ovenvime has not yet
9B maoe clear. See paper by W. F M- Ooss. Trans. A. S. M. K.. vol. xvi.
Eaeine No. U99 of the New York Central Railroad ran a udle in Si
uafto 113 miles per hour, May II, \«a
secoidH
e«d in mile* I _ circum. of driylng-wbeels in in. X no. of rev, per mjn. V W
jier hour f — 68.S60
■ = diam, ofdrivine-vrheeUlnln. x no of rev. pennln. X .OM
(approximate, giving result 8/10 of I per cent lf>o vreac).
9i]iiBN9ioNs OP sone labgk A.ifEnicAN ^m
LOCOnOTIVES, 1803. ^M
[Tie four locomotives described beluw were exhibited at the Chlcaifo
position in I8S3. The dimensions are from Eiuihieerinu Xeir», June, IHflM.
e ftrst, or Decapod encine, has ten-ooupled driving- wheels. It Is one of
» heaviest and ma<il powerful eiigiiiea ever tiuill for trelKhi service. The
iladtflp^te <t tUMtlintc e/'S'ine is a new ly (>e for passeuRet *er^'\v•^^, v!Vi\\\nv«.
•pItHi driven. The RtuMtf Islaml engine lias »ix <\v\veTH, >x\\\\ » VviVv*«
Un^ truck ami a S-w/ieel (miling truck. The^ei i\-ivee m>»;\i\b> ViweJ
pound cyllndem TIw fourth is a siiiinle enniHe, til V,\\*- »Va»\ABXA IWT
^hffl^'^- *. rf'"''"«-«'««5«^l». and a 4-whBe\ trucV. \ii. Uor*"
muJ'io ^'iZonds^ '^^"^ '*"" "^^ ^'»93> tor sYtort, 4\*Xa*
860 '
LOCOMOTIVES.
Baldwin.
N. Y.. L. E,
&
W. R, R,
Iiecapod
Freight.
BaldwiD.
Phlla.
A
KMid. ILR
Express
Passeuger.
Running-Kear:
Driving- nheelii, diam ....
Tnick '■ •■
Journal!:, driving-axles...
" truck- " ...
" tender- " ...
Wheel-baae :
Uririiift
Total eneine...
" tender
" engineandtender...
Wt. in working-order:
Ou drivers
On rruek-wlieeU
Kngiue, total
Triiiier '•
]t:iigiiia and leader, loaded
C'ylluder» :
Ii.p.(8)
l.p.(S)
DlHtatice centre to centre.
Pixton-rod, diam
Connecting rod, lengtli..
Sleain-ports
Extiau8t-|)orts
Stlde-valveg, ont, lap, Ij.p,
" " out. lap, l.p..
" " In. Inp, ii.p...
'• " ill. lap. t.p. .
" " uin.'c. travel .
" " l<>ad,b.p
" " lead. l.p. ...
Il«iler-Tri>e
Diiim. of barrel inside
Tliifikness of bniTel-plale*
lleiKiil from mil to ventre
line - -
Lea»;tli of itmoke-box
Worlchi(f steain-pn'SHiure..
Kir*" Imx — typo
l^rnK'li inside
Width ••
fx-piliul front
TliiL'kiieas of iride plates. .
" " back plate...
Tlilokiietssof orown-flheet,
'• tube
(lrat«-ftrtta
8tay-bi>ltK, diam., 1^ In.
Til bew— iron,
Plioh .
bioin, oiitnlde
f ^>" '"'" tub0-pla(e«
'IOCS
r
4fl.8iD.
2 ., e .•
0 » 10 In.
B lilO ••
ii^x 9 "
18 ft. 10 In.
S7 " 3 •'
16 " 8 "
63 •' 4 "
170,000 lbs.
iS,500 "
198,fi00 "
117,500 '•
310,000 •'
DIMENSIOKS OF AJfEBICAK LOCOMOTITES-
aj ba
'uuua «u
Sggg'gi' :Sg2'«'ggS'§2'?SSgg'gSg§f^
-^,
I
usssj^ffsss.-tsfsssstsfsgggzfasasJ
>qM-q3nJX
•»-»-r»-»-y»-r-»-r-»-w»»3«9t»«o»'jt»»»«»«»«t»«»
lAHO JO ON
1863
■ nil
LOCOMOTIVES.
Blmenslona of Some American I.ocoiualiv<>*.-TV3n^
paKb Sll is condensed from oub given by D. L. Bum
" Disliuetive Features and AdvonUiges of Auiericttii i
Trttns. A.S.C.E., 1898. The forrnuitt from which coin n
cyiinder-power to weight available foradhealou" Ucoliu Morn m !!»-■«
2 X cylinder areA X boller-presgure X gin>kt
Weight on drivers X diameter of drlring-»1i««l' ^j
(Ratio of cylinder-power of coiiipuund engines cuioot b*CO«(Wa"|
that of ihe single-eximnsiim engines. ) -J
Where the boller-i>reiwure could not be det- ' iZ!^S
of thf locomotives, as given by (he builders AUil .nlooi^"^
i( lias been assiitned to be ICO lbs. per sq. in. ali- '''*1[^
For compound locomotives the figures In the lusi colunnocn
Imsed im tlie ca|)aeily of the low-pressure cylinders only, ilie'
liigli-presmire being omitted. This has been done forihup"
pariKiiu, and because there is no accurate ainiple w*y «f <
cylinder-power of Biugle-expausion and compound locouioUfo.
Iklmeiialonif oT Standard I.ocoinotlTen on Ik* !*•
U. U. B. and P«nna. R. R., 1882 and tin
C. H. Quereau, Eng'tj .\rwii, March »,1W)I
Grate surface, sq. ft
Heating surf «<.'«, sq. ft.
Boiler, aiain., in
Driver, diam., in
Steam pi-ejssure, Itw.
Cylln., diam. and strolce.
Valve-travel, ins
Lead at full gear, ins . . .
CitKBlde lap
Inside lap or clearance.
Sleam-ports, l<«nElh
width
Type of engine
N. y. C. A H. R. R.
Peai
lU^IMM
Through
Through
TlinrtiBh 1 '
Pamenger.
Freight.
P»Sicnr*-|
188:1.
latn.
1883.
isse.
l«K.|l»ll«
17.87
87 3
17 87
39.8
1
17.8 I r ••
18S3
I8S1
ISSi)
1783
1(B7 1 V
fiO
IHt
no
68 1 50
70
TS. He
M
87 f^-
IM
IflO
IM
IflO
17X« 19x31
17x81
wxas i:
a
v^
1^81
5« 3 .-i
1/16 1/18 0 1
"t
1
0
S^%
4
K4
18
'^
18 ' l«
<^
ll4
Hi
IH lU
tit
Am. ' Am.
.Mil.
Mog.
Am.
Ami
Indicated Water ConBiimptlon of Slugrlc and Cm
IiOcomotlTC Engines at Varylnc Sp««4l
C. H. Quereau. Eiig'g iVfiiM. Marrli f. lym.
Two-cylinder Compound.
Revolu-
Uona.
100 tolfiO
ISO ■■ SOO
900 •■ SSO
880 " 875
8pe«d,
mi lea per
hour.
SI toai
31 •• 41
41 " 51
61 " 56
Water
per 1 HP.
per hour.
18.83 lbs.
Id.g "
19.7 "
81 .4 "
Single- exyamlt^
Rerolu- Mrtes p*r ^|
tiODS. Hour. ^M
l&I <l II
219 «
i&i
219
-£3
am
am
kappeam that the compoiir ' ^- -
'onoiny deoreasinK a« i
> in economy \ii\U\
' economical thhu tuc ti
„ ^,>oOOIBlO«l«tl»l
<■ ih*« llH ilNl
M
DVAXTAOES 0^ COMPOrKDIxr,. ^03
r hour.
i.ji.r
37.1
648.3
60.8
738
44
551
58
6D1
SO
900
69
963
Kle-expansion enKlne, and SfK'iiiore econointcal than tbo
40 fdimile eni!:liip» of the xniDc c-Iknh on (lii' snnie divigioD.
ata of a LoeomotiTc at HiKb Speed. tLiiconio-
189S.I- CardH were luken hy Mr. Augus Sinclair on the
ig the Empire State Exprtf«g.
SKstTLTS or Indicator- 01 AciRiHs.
Miles , „ o g^^ j;„ p^^g pe"r"h^ IH^-
V 304 T0.5 ' 9rr
8 398 68.6 972
a aoo 69.S i,04&
10 a04 70.5 I.OSB
11 »0 78.9 1,190
13 SIO 71. D i,a»
I was of the eight-wheel type, built by the Schenectady
ItK, with 19 X 'M in. cylinders. 78-ln. drivers, anit a tanta
ox. Details of important dimoDsinns are as fnllnws:
»f fire-box, 150.8 Kq. ft.: of (nbejs, lfiT0.7>«). ft.; of Imilrr.
te area, 27.3 s<i. ft. Kire-boi; lenifth, C f t . ; widtli, 8 ft 4J6
utslde diameter, 'J in. Ports: steam. W ;• It-i In. ; cxhauHt,
e-travel, 5^ in. Outside lap. 1 Ir.: inside lap, 1/04 In.
-axle, 8U x 10^ iu.; trucliaxle, 6 X 10 in.
ited of four coaches, weighinK, with estimated load, 340,000
tiTB and t«nder weighed iq workinK oi'der JOO.oiX) lbs,,
weiphtof tlje train about 2T0 tiins. DiiriuR Ihe time that
at UftinK the train into speed diagram No. 1 w&s taken. It
rlluder-prPHsiire of .59 lbs. .^ccorrlinE (o this, the power
ils to move the traiu la 655S lbs., or S4 lbs. per ton. TliB
Ln hour. When a speed of nearly 60 miles an hour waa
rage cylinder-pres.-'urc is 40.7 lbs.. repreKi-nthiE a total
ifiSo lbs., without inakin>{ dediictionii fur internal friction,
'or friction, it leave.H i& IbH. per ton to keep the train koIdk
ed. Cards 6, 7, and 8 represent the work of keeping the
miles an hour. They were taken liiree inllK« apart, when
lost unlfortu. The average rylinder-pressiire for the three
Deducting 10^ agnin for friction. thi9 leaves 17. E Iba. per
exerted Id keepihi; the ti'aiii np to a velocity of 70 iniles,
rip 7 Iba. of water were evaporated jier ih. of coal. The
!• train from New York tji Albany was dune oi> a coal con-
t 3^ lbs. per H.P. ijer honr. The liighest power recorded
I12BH.P.
-teatlug Apparataa at the Laboratorjr of
eralty. (W. l-. M. Goss. Trans. A. H. M. E., vol. xiv. (jJO.)—
I mounted with its drivers upon aupportlug wheels which
tfta turning in fixed hearlcgx, lhn» ailowfipg the engine to
langing ll8 position as a wnoli?. Diad in supplied by fotir
ted to the Bupporting shafts oud offering resistance to the
jporting wheel*. Traction is mea«tiri*d IjJ' a. dynamoineler
Jraw-bar. The boiler is fired In the usual way, and an
!>ove the engitie. but not In pipe couneclioti with it. carries
« giren <iut at llie stack.
thod of Cnntint'tint} L(iftuitaCive-ieatx is given in a report
f the A. 8. H. K in vol, xiv. of the TraiisaclionH, page 1313.
lel In Iiocoinotlvea, — In Ameriean prarilceecoijotny
larlly sacrificed to obtain (greater economy due to heavy
Barnes, in Enii. Mng., June. 1894. gives a diagram abowlDg
efficiency of boiierH due to high ratea of combusUon, from
ig figures are taken:
1. ft. of grate per hour 13 40 80 130 160 iiOO
fOfboiler 80 75 67 69 51 48
is given as representing gtatlonary-holler practice, 40 lbs.
tive practice. I'fti lbs. average American, ami '.MO \^,Yn«.x-
tororriotir^ practice.
t>fCo/upoandlng,— Report of a CoxntxAMVee ol ^.^^«.
WfljjfpriVfc/miiics'.As.sociatioii cm C'omiKmud VjccotooVv^"'
Iti90j /firns the foJIowiug aiiminarv ot V\w ad^aV"
Idmir: iii/ it hHK auhleved a saviiie Vn V\\e tv»«^
wuable bo/Jer-presaurei;, with eacouraglae powtW
1
4
<
I
864
LOCOMOTIVES.
I
of further improTemeDt in pressure aoi) in fuel und » uterj
has lensAnod the amount of walvr (deui wcipl i
tender and its load are materiailr rerlncrd u <(|
the posslbllitiea of spewl far beyond 6<> n,
Htrainin^ the niolion. frames, axles, or axle-'
iTicreased the linulnpepower at full spred. n:
the coiiliuuous U.P. developed, pier civeii w eiL i
«oino classes lias increased tli*»siarllDji-powei-. i'j] ■
tlio .slide-vnlvo friolioii per H.r. d>-veliipe<i. (/il It i
died the tnrninp forc<; on the orank-iiir, mv.t n Ii :
which, of course, tends to lenRlhen llif i
two-cylinder type It hiiK decreased the ■
so in the Woolf four-cylinder enpiiie. (.
on the lire is favorable to the combnsiinn ii
sparltH tbronru beinc tjinaller and leHs in nunii
erty from destruction by lire. (I) Tliene <i
f;ained without baviuK to improve llie man b
eft to his discretion (or earelesg indifference i
Vnlve-motion, of every locomotive type, can i
most effective position. <m'i A wider elaMicity in loc'iiiollM^
mitted: oa. If desired, sIde-rodH can l>e diKi>enB<'d with, ora<tl
of lOO tons weight, with inde|>endeut truika. UHnl for (h*rp<
tain service, as sureealed by Mallet am.! Brunner,
Of 37 compound locomotives in use on the Phila. and ]
189*2), I'Jnre in ii8e on heavy moinitain ^radna, and ar* da
<^uivalent of '.'3 y 'it In. simple consolidatloni.: 10 arc Ina
aervlce and cnrrespnnd to ^JO y '.ii in. cnnsolidBtiona; 5 are In I
service. Theiuontlily coal reconl showa:
Class of Engine. No.
Mountain li">comotives U
Heavy freight service 10 }i
Fa«t passenger ,, 5
{Report of Com. A. H. M. M. Assn. \fSl) For a der-- - ''I
^pes of compound locomotive, wirh disousnion tpf i '
paper by A. Von Borrles, of Oermanv, The Deveic,
Locomotive. Trans. A. S. M. E. 3H9J, vol, xiv., p. IT..:.
ConiitfirbalanctiiK E>ocomo(lTe«.— The (••llowiac'
by different locoriiotive^uildBri<, are ijiioteid in a paper I J
(Trans. A. S, M. E.. x. 303):
A. " For the main drivers, place opposite ilie cnuik pin a •■
Oue half the 'weight of the bock end of lb« riiiitie«Un2-rnil |4ir
weight of the front end of thei-onneoliir--' ■ • ■
head. For balancing the coupled nbrel
pill ettual to one half the parallel rod i tt
front end of the main-rod, pimon, plsivi.
of gravity of the almve weights miut t>e at ilw aam* dlrftl
ax lex as the crank-pin."
B. The rule given by D. K. Clark: " V'--' •' ' -•••■
of crnnk-piu 1>c>kk, coiiiiliiig-roda, and •
the reoipiocntiiip weiKiit of the piilon
connectmp-rod, divide the reciprocntii;.
and add the part ao nll>Ue(l to ilie i
suniK IhuR obtained are the weit;ht6 to I
al the Mil !i.:t.liw.. fr, .111 ."i.. .,.,.; T
when til-
weight h
lance." i.i ; ;- ;.. ::.: |.,... ,; ,,. ,„
placed In t^uuit wtir«l.
«■:(«• -7)
0. " W = . -^- ' .In which S = od« half the 1
flllrV of wheel to ri-ntli- mT V'■^v^'^*-^ V\ ^-''^wvV'tV.nN*
;UM-BrBNING LOCOMOTIVES. 865
bd one half of each parBlIel-rod connectiog to thi*
d the reciprocatJiiK weii;nt dlTlclerl by the number ot
tving weight for the rcnialiKler i>f the wlitvls in found in
%g for theiixiiii wheel. eii'p|it obh hulf oT tlip main rod is
rp|c;lit of tite i!rauk'inn liijl> Hiicl tlir uocinlertmlaiice clo«a
'iuht of Ihf spokes, nut of tlip metal inclofiJnir them. This
si for one eyliuUei anil Its correspoudiuB wliet'lH."
ifi nearly as possible the weiRhtsof crank-pin, additional
toss for tlie same, add side rud. and mam connections,
Ld, with cross-head on one side: tlie sum of thej>e niulti-
ice In Inches of tlie centre of ihefranlt-itin from the centre
I divideil by the dixlanee ficnii tlie centre of the wtii?el tn
e of gravity ot the connierwfii^lils, Ih taken fur the total
that side of the locotnotlTe nbicii is to be divided anions
I side."
B wheals of the locotiiotive with it weifrht e(|iial Co the
pin, crank-pin bub, inaiD and (>arallpl roilK, hra.'^se!!, etc.,
the weight of the reciprocatiug parts (cross-head, piston
DR)."
! weights of the revoKinK parts which are attached to
xactnesH. and divide eqnftyly two thirds of tiie weights of
parts between ail the wlieel.s. One half of (he main rod in
irocating, and Uie other as rerolriii^ weight."
OD Counterbalancing Locomotives, in K. K. ft £ng. Joky.,
1890, and a paper by VV. F. M. tioas, in Traii.s. A. S. M. E.,
Safe lioad for Steel Tires on Steel RaUa.
>. 786.)— Mr. Chanute's eiperiinents led to the deduction
nild be the limit of load for anyone drivinK-wheel. Mr.
jetts to Mr. Chanute'g flgure of 12,000 lbs,, und says that
^hich has a light load on it is more injurious to tlie rail
as a heavy Inml. In Ecglisli practice a and 10 tons are
Oberlin Smith has used litevl catstingB for cam-rollers 4 In.
ce, which stooci well under loads of from 10,000 to iO.OOO
r Smith proposed a formula for the rolls of a pirot-bridge
luced to the form : Load = 1760 x face X V'diom,, all in
of Bome large American locomotives on pages WSO and 8flJ.
I " the load on each driving-wheel Is 17,000 lb?., and on
ba.
ire Railirayn In Iffannf^rtnrlng Works.—
inches gauge, ^everul miles in leiifilli. is in tlie works of
d YorkFliIre Ralltvav. Cnrven of i-'i fe<'t rajdius are used.
wed have the following dimensions (Pmc, Inst. M. E.. July,
irs were B In. diameter with 8 in stroke, and !i ft. 3W in.
The wheels were 16W in. diameter, the wheel-bns*
41* in. long, and the
, of steel, i ft. Sin, outside diameter and "i ft. long lictwcen
ne 7 ft. "ll* In. long, and the extreme width of the engine
InlnglW iiibes of \^ in. outside diameter: the fire-box, of
III, S ft. 3 in. long and 17 in. lDsld<> ilintiieler. The beatlng-
t. In the flre-boi nnd 36 13 in the tubes, total (6.54 sq. ft. ;
8 «q. ft.; ca parity of tank, aoj^gsllons; working- prewsure.
; tmctlTe power, say. HIS lbs., or (i.a! lbs. pf r lb. of effec-
ttq. In. on tlH» plstfm. Weight, when eitipty, S.80 tons;
'orking order, 3.10 tons.
of a system of narrow-gauge railways for mannfactorlea,
! C. W. Hunt Co., New York.
BOtlven.— For diiiieni^ions of light ocninotives used for.
or much viilnaljle Information concerning them, see cata-
ler 4 Co , rittsinirgli
inrnloK liocomatlves. (From Clark's Steam-eu-
ration of jietroloiim refuse inlocomotivcahashftctv wkr«iss
Mr. Thos. t^njijliflrt, on the Orazi attA TaanU\ttVl8.\V«»-'!J ,
Since A'oreniber, 1881, the whole stocV ot \4&\oc«-^
Bifence has been flresl with petroleuvn retuse.
t/ef/jronj?h a tubular ..peniiif; In tli>;\uvc\s.ot»
at«ani, wii/i aji induced current ot aVr.
[S^ i^ireoeratlve or accumuValWe coWit
>BlVbox, Into which the combined cuvt
866 LOCOMOTIVES.
spr&y a^inst the ruin;ed hiickwork Klope. In thls*rraaK<MDflnilN
work is miiintiiinf (1 at a white beat, and t^jmbuntion is complete unl •
less. Tlie form, iiiiiss, and dimpntiioii)! '>f tlii? brickwork »rr lfc» na
portant elements in sjuch a cctiiibinntuju.
Oouiiiri^xeil (lirwas tried iiiBtHiid of st»'aiii for Injection, butooai^
VeducI 11111 iu eoiisiiiiipllon of fuel was noli<?ed.
The lioalinK power of petroleum refuse is piveji Ba t9,BMhcit
eqiiivftlent to the eva|Miration of 30.53 Ibn. of nnti^r from ami mtttFT
IT.l Ills, al HJ4 atnioapliores, or 1^ lbs. per mj. in., e(T«<tiTe pnmiBn
biehest evaporative duty was 14 lbs. of water under t*^ acnioopikm*
of the fuel, or nearly H-if efficiency.
There Is no probablliiy of any extensive use of petroleiitn a* fiw* I*
motives In the United States, on account of the unltinlt«<l supply of «
the eoniparatively limiied nupply of petroleum.
Flreleaa IjoconiotiTe.— The prlm-iple of tho Fnuicq
that it. depends for tht' Kupply of steam on itx spcintaneou* i.'>-ri<T«i w
a hotly ol^ heated water in a reset^olr. As »lin
off the pres.siire falls; hut by provldlDK a sutli. r
heated to a hlKli tenipemture, at a pressure cor ,
of Burplu.s pres-snre maybe secured, and means iiia> ilui& In- ftiun
RupiilyiDK the ret|Uir<'d quantity of steam for the trip.
The" fireletw locomotive desipfned for the ftt-rvjii- nf the M«-!r.im4n
way of Paris has a cylindrical reservoir 1. ab(
Tin. In diameter, S6^ ft. in length, with ' cab
Four flfthB of the capacity is occupied hr >.v
of a powerful jet of steam supplied from sialionaiy
heated until equilibrium Is etsiablisbed between the '
voir. The temperature is raised to ahoiit 390" F , c"! 1
per sq. in. The steam from the reservoir is i>as-.e<l
valve, by which the steam Ih reduced to the required , ^
passed through a tubular superheater situated within' ih^
upper part, and thence througb the onlinary repn
The exhaust-steam is expanded to a low pressure, in
of escape. In certain cases the eihflii.it-sleam i-.
vessels, which are only in part fHled with water. In
pipe is placed, Into which the steam is exhausted, ^\
pipe iii fixed, p4.'rforated, from which cold water is p:
rounding steaui, so aa to effect the coudeosation a.^ ctiiti)
The healed water falls on an inclined plane, and flow* .it;
with the cold water. The coudenslnic wator i> i-ircnlui^-
cenlrlfuf^al pump driven by a small thret-
In ivorl<inK off the steam from a press
feet of Water at .IIW" F.,is sufBcient for tli.
the circulating pump for the condenser^
lll{liiin); of the train. A.t the stations th-'
lbs of steam — nearly the same a.^ the u <
run between two consecutiv.-
condensing water. Taking : I
lure rises to about IH)" F. af I'
The loonmotive has ten wheels, on » .f
coupled. 4^ ft. in diameter. The eictreni .-idul]
cylinders are 23^ in. Id diameteir, with a ^'
The eufrine weifdls, in working order, 53 ions, of which 36 1
coupled wheels. The speed varies from IS milsa to V mOM paf
traliiK wciirh about 140 tons.
Compr«Ba«d-alr LocomotlTea.— For an aeooaatof ttol
•ysteja o( compresaed-Air locomotiTW SM pic« SOO, a«t«k
i eod of A
raJne* uv, far
to, (jrustiS.
ktablj appHea
abafta weO
•gainst
Chaftine,
•part:
HJ>. = ^: <{ = w "^l^-, far tiilil I garf li am.
«5
»fo«rrr traiumltted, d s
nlDnte.
cCahifk la iadiea, « = m^
I gives tor twrned-Jroo diafting d= a/
ljiUKhlio« elTo ih<> icam« rormuto as Prof. Tfaurstoo, vftb the
beptlous: For «ii« ahaftinp, haceers !< ft apart:
coM-rolled Iron, HP. = ^. <* = f^" |^-
trananiitUDg poorer and short conoters;
, , , „ „ tt^S . '/so H.P..
tamed Iptm. H.P. = -^. rf = i/ ^ ~;
oold-rolled Iron, H.P. == -^g- . d = |/ —5 — .
jjlve fhe fol lowing notes: ReceiviiiK fttw* tTatiBmW.ttTV*'
Wt hf pinceii as chme to I eariiiR'S B-s po8«iV>\e', Mv4\V\ft("''^
K'siori •■/feat/frK " between the main lie-beams, ol s
be mitin rrceivfis, oarrfpd by th«» heaA sAiatl^ N»\Xjc
^de AS IB cnnrf mpliit.'d in the fortntUai. Buv \t V«. 1
Brtasabsn coaoaa ihR full vMtK r>r tVu>'' Vtan''
r
I abaft coapaa ihe full -trldth ot the" Vmci*
ms
BBAFTntfl.
terniiidliite bearlDKs, or for the piiUt-v lu In- nlao*-!! awafj
towards or at the niiiWlw i)f iht !■
jnereasiiJ lo secure tlie stifftitug
tlMe(l«>tlection. Shafts may nor •! -'1 (
foot of clear lenpili with snfpty.
To find the diainpfer of Rhuf t iiMiMMr; to turry Mf^fr ttM
l}ie centri; of a liay: lliiltlply tlie fouilli power of Uie dlatnii
alH>vi' roriiiulie hy lh« lenKth of the " buy," nod ditMe tbia
ill?tnnoe from centre to centre of the liearlnKs* when tlie i '
as required by tlie formula. The fourth root of tbia
diameter required.
The followiug tAbie, computed by this nU«, is praetioaUjr <
In.
Diameter of Shnft neoeasary to rarrj the Load i
a Bay, which k tiatu Ceolre to Centre ot ',
an.
in.
SHft.
In.
4n.
8 ft.
As the strain ii}ion a shaft from a load upon it is
prcduoT. of th(» partu of the shaft multiplied ifiti. oooB
ahoiilil the load be applied near one end of ii" i>a
centre, multiply the fourth |K)wer of the tli:- im
carry the loud at th» centre of the span 01
parts of the nlioft when the load Is near one enij, uiid J|a
the product of the two part* of the shnft when tlie la
centre. The fourth root of this quotient n ill l)e ihe dial
The ehaft in a line which carries a r«cel«inK-pull<>]r|l
iransiiiiitinp-puliey to drive anoltier line. -liiiiuiij nlwaJT
head slinft. and should Lie of the size given by the ruleal
main riullevK or (renrR.
Deflection of .SbaflluS- <P»ncoyd tron tTorknl
of stenl iiiid iron Is nrncticallj alike iimler Kiniilnr eonillll*
and loadH, and as sImftiUK '* u»ually rietermlnrtlby lt<i Ir
r«thei- than itK iillliiiate streDirth, liearly l]ie tAnie illtno
used fur steel as for iron.
For continuous liiie-sliBftin(t it is
ilellection to a inailiiiutn oi' 1/1(X) iif tr-
ot bare Hhaftio)!: in pounds = ':n,ni
pulleys Oh is c'UHtomury in i
for the Tertical pull of lli'
alMul ISd'h = »'. Talciiit .i«tl4
lt>8., we derive from suthuhculive («iiiiuliL- thi.- followUig:
L = ^87S<i». rf = i/J|. for bare ahAfUttx;
L m r iTOtP, d = i/tsi. for abaftinr owrylnc i
|r kia
»Mii.> Miihl^twd to h«uJ\ttR Hire"-
^^^ XTftm I* Uirerwtv v
«.a«UV i\oV\>«> ti-AvAv. 'T «' .
5SI toTTO^At^ w«r\tv* x^-"
HORSK-POVVER AT DIFFEKENT SPEEDS,
86M
' utinttle for pmclicnl application, but the followlai; rules art^ coireot
tin- rantTf of VflocUiMi iiHiinl in pratliiw.
ponttnuiMis Rhnftiiitr so proporl lonHd bs to deflect not more tlisu 1/100
iucb p«r Toot of length, Bllowunoe bviiig made (or the weakening
of key-seats,
I = //"LSi, L = f TiSOtP, for b«re shafts;
I = j/ i?iL£:, L = V HOd>, for shafts cairylngf pulleys, etc.
f *
am. in inches. L — leiiKtb in fest, R = nr»s. r^r min.
folkiwing table (by J. B. FratiuiK) (fives the (jreatest adniidglble dia-|
between Ihp IwarinRB of t.-ontiDuotis shafts subjw't lo no transversal
except from ilieir own weijfhl, aa would bn Die case wer>» the poweirl
]ff from the &UhIi equal ou all fides, and at an eqiiEil diatanve (ron
Dger-bearlDgK.
Dintance between
Bearings, In ft.
f— — -'*• *
Dlam.ofSliart, Wrought-tron Steel
In inr<he«. Shafts. Shafl«.1
0 2S.S0 88.1
T a.48 «.]
8 M.B5 8S.i
9 85.B8 U,i
Pbitance between
Bearing, In ft.
of Shaft, Wrought-lron Steel
Bcbes. Bhafts, Shnrts.
► 18.48 IS. 811
I 17.70 18.10
I 10. 48 80.02
( aC.99 SI. 57
te oondition;), however, do not usually obtain in the transmission of
by belts and pulleys, and the varying circmnstancei! of each ease
• It iinprocticablc to give any rule wlikli would be of vnlue for uulrer-
pllcation.
example, the theorotioal reqtiirpments would demand that the bear-
>e nearer tugether on lliofie «ecll<jnH of hliafling wliere lunst power
ivered from the shaft, while coUHideialinn.s as to the location and
i contiguity of the driven niacldiier; nm.v reinler It inipraoiicable tu
i.ie the drUing-puUeya by the iiiterveiiliou of a liauger at the theo-
lljr required IocaUod, (Joshua Rose.) .
re-power Tranninltted by Tnrned Iron Shallliig at
Dtilrrent SpeedN,
IMR MOVKR OR HBAO SraPT C.^RHYINO MaIN IlRJVI.sa PI'U.ET or Gkar,
WIU.U siTiWRTgD B¥ Uearingb. FoiniiiUi : H.l'. -i ii>K m- 1>!5.
Number of Revolullona per
Minute.
60
go
JOff
125
ISO
175
200
SHfl
250
275
SCO
H.P.
HP.
HP.
H.P.
HP.
HP.
H.P.
HP.
HP.
HP.
H P.
a.«
a. 4
4.a
0.4
B.4
7.^
tt.6
».?
lO.T
ll.t^
n.fl
8.8
.^.l
B.4
8
9.fi
11. J
K>.«
14.4
16
17. B
19.:;
ft.4
7.8
8.1
10
lU
14
10
18
•M
a-j
34
7.5
10
U.'j
15
18
ea
m
8»
Hi
at
a:
10
n
16
8l>
'H
88
a>
a«
40
41
48
IS
17
SO
25
DO
35
4i)
4-'.
M
5.5
60
le
«!
ST
S'l
40
47
51
ai
fi7
tt
< ^\
so
«r
»/
4/
fil
.W
(W
■;a \ »i \ ^ Xwi
«is i$ 1 4i i M \
03
73
ft4
i W \\«» \w-> \v-«>
90 41 51 I 64 \ 76 ^
S9
\fri
\ H5 \ V.n \ \W \ NSJ'
iS / i? / W / fW / J08
126
144
\ tR3 \ \*0 \ Wft \«^
? .^ "^ "^ /'SO 17B
200
\ y. \ •£« \^'t» \si
a J lOB 1 m m 1 loa am
208
\ 299 \ aaa \ '
*!LJi
^70
SHAFTIirO.
As Second Movkra oa LiNK-BEArriKO, BEABllia* 8 T. iMC'
Formula: H.P. = d'A-nW.
?. ii
Number of {Uivulutioiin per MinUle.
a^a
Q DC
]00
125
150
175
SCO
335
3S0
875
Ml
Ids.
H K
H.P
H.P.
HP.
H.P.
R.P.
H.P.
HP.
HI-
i
n
6
7.4
8.9
10.4
11, a
13,1
14.»
10 4
i:,>
7.3
».l
10.9
IS. 7
14,5
16,3
IS. 3
90
!1.*
•i
8.9
11. 1
Ll.-S
15..^
17.7
20
sa.i
ii4.4
a,c
'M
10. e
la.s
15.9
18.5
21 .3
8S.8
se.s
iW.l
91.1)
2M
12. e
1SK
19
S3
35
38
81
»
St
■^
15
18
2S
as
39
33
37
41
44
A
17
81
«6
so
84
89
4S
47
U
m
23
29
34
40
4«
52
58
H
W
s
m
37
45
53
00
67
75
U
»
3S
47
57
64
7fl
B5
95
IM
114
1
3«
47
fi9
n
R»
9S
107
I1»
in
Itf
^^
68
73
68
102
117
m
146
163
1T«
4
71
89
lOT
ISS
143
lOO
J78
IM
Ml
Hf
IK
»i
*i.
MX
41
41
H
•A
in
I9t
IM
tSl
For SiHPty TiLUistiiTTiMa Powiii.
ronimla ; H.P. = d'/T t- iO.
Nuiaber
of RavoluUoiiii {tar
Minuw.
i
100
185
150
175
300
tSi
967
aoo
s»
H.P.
H.P.
H.P.
H.P.
H.P.
HP.
HP.
HP
'm
8.7
8.4
10.1
11.8
13. B
15.7
17.9
30.3
8.6
10.7
13.8
IS
17.1
30
32.8
35.8
*»
8
10.7
18.4
in
18.7
21.5
2.-.
S8
«
«
18.2
16.5
19.7
S3
36.4
31
35
39
44
If,
30
34
38
33
87
42
48
»
la
34
39
33
sa
44
51
«
a
23
38
3t
S9
45
62
60
«e
TS
2-
«J
40
47
.M
63
70
79
141
Sl
89
47
54
03
731
88
U3
104 IIJM
41
53
63
78
83
97
111
t«
\mMM
S4
07
HI
91
too
130
144
m ]S^M
68
86
103
130
187
160
183
306 aff^H
K,
107
1S»
1W
171
300
338
357
1 M
IS*
(orrM-power TranninUted by Cold-rolled !»•■
at DlOerent Speed*.
Primi Moveb or Hud Sbaft oahrtuio Maiit Dunw-r
Oeab, wkll acPFOttTED ar Beakikos. FoniiuU: H.P. s iPt<
.fiORSE-t'OWER AT DIFFERENT SPEEDS. 871
OND Movers or LiKB-SBAmvo, Biarinob 8 rr. apuci.
roi inula : H.P. = rf'B ■*- 10.
Number of Revoluliong per Miiiutt?.
w
T25
150
175
stn
235
SSO
375
30C1
M
300
p.
H.P.
H.P.
HP
HP.
HP.
H.P.
H.P
H P.
H.P.
H.P.
-7
«.4
10,1
11. s
13.5
15.-i
Ifi.H
1,S.5
•JO -J
31 9
83.0
.6
10.7
IS.S
15
17.1
19..?
21. S
23.0
25.7
as.o
3]
.7
IS. 4
16
18.7
21.5
!M.3!
ai 8
■jsi.r<
*!.l
84.8
8»
.«
IS .%
IB. 7
23
S6.4
89.6
Si.Q
36.2
39.5
4S.8
46
ao
21
38
S3
»6
4U
44
4H
.%a
Ml
21
»a
!i3
as
43
4H
5S
57
6.i
«7
28
ai
.«
4.>
.V)
no
61
6«
74
NO
83
40
47
.VI
60
87
7a
80
813
i)l
S9
4"
51
(W
6»
78
R6
9:4
](i|
J 09
BS
. Hi
78
a^
93
101
111
l-i5
IS.i
145
6T
til
!)4
KIH
lai
134
148
Itij
K5
189
M
103
Iffl
137
154
17i
1H8
aiA
•ja-j
IMI)
107
lUB
151)
171
Wi
ai4
235
!BT
S7»
300
I
t
BlliPL.T TbASSKITTISO PoWKB AMD SHORT CoUNTBRS.
Formula: HP. = rf'B + 30.
Number of Kevolutiong p«r Miuute.
M)| 13S
IfiO
17B
300
238
SM7
300
333
807
400
P. HP.
H.P.
H.P.
HP.
HP.
H.P.
H.P.
HP.
H.P.
n.p.
e 8.1
9.7
11. a
13
15.2
17.4
19.5
21.7
23 9
26
fi 10.7
12.8
15
17
19.8
22.7
25.5
28.1
31
34
.V 1 14
16 8
19 e
22.5
sa
30
33
87
41
45
*1 17 7
21 2
■■liM
28.4
33
!M
48
47
52
67
■ ••'i
27
31
35
4t
47
53
m
65
n
■ if?
m
38
44
51
S8
fi5
72
7»
87
■ 33
40
4(5
63
ea
71
80
88
»7
108
■ «)
4"
55
«3
73
84
S5
105
lis
127
m 47
57
m
76
89
101
114
137
139
isa
P 85
60
77
m
101
118
i;«
148
IBS
178
65
7S
HI
104
121
138
155
172
i'M
807
1 84
00
113
1.W
161
184
207
■ai
254
277
1 112
lii.';
157
IHO
210
Wi
a!7U
300
SW
H60
US or SnArTTKO.— Machine Khop8 .... ISO to 180
i Wood-working 850to3»0
Cotton aud. woollen ni Ills 300 to 4(10
n i«iine factories lines 1000 ft. long, ilie power bein? applied at
•ir Sh«ftB>— L.pt d be the diameter of a Boliil ^baft, and r},rf, Ul«
and JDteriiul diumeterg uf a liollow Rtiofl of ihe same in«terial,
sbafts will be of equal torsional streiijflb when rP = — -,
CI,
hollow shaft with Internal tli«m»'tHrof i inches will weiifh Itlj less
III 10-iiioh nhaft, b it lU sUt-FiElh will he only 2 .'iCJ lens. If The hole
*a.<ed to .*> inches t.'iaiiit* l^r the weight would lye 2!j% less than that
d almft. ami the streiiirlli 4.2^;( less.
for Vaytne Out Shafttng,—Th\i table on tV\« ovvo^^^ V*''!^
Siavent Imiuutoi; .\\,r\\. 1892) U used by Wm. S>i\^W* ?" '*' '"
Se hiriiiK "lit of shn flint;.
Uiutatt the head of this table show the position .-
' .^J"!.'''',"^' ''"^"''' ^'"" ""^ '^^ase of extensiou \n\
Ml beoa-abaft or ©xtensiou ia one direcllon Irom 1
FOR LAYIKG OUT SMAmUd.
I
0""9*» v«a4
Ct-0tSlCj;«»2* £ SSSI
tZ *•— *»i .
r
'■a 6.1
?5S
X3
3»
_ 2288
S'-5SS
*• 3!
<^ |C o I- flp « S
9^^97 V2 '^ -r n^
^^nis^nsF-i-A
^?„«,
^«?5lif»^.
-•^>n%««f^i.
PROPORTIONS OF PULLEYS. 873
PtTLliEYS.
ona of Pulley ■• (S«e aUo Fly-wbeeli. naReg S20 to 8-33.)—
_ ber of arms, D — diameter of pulley, S = thicknuss of halt. r =
of Hm at edge, 3' = ihickfifFO In middle, H = w tritli of Hm, $ =
)«1(, h = hrpsdth of arm at huti, h, = breaiUli nf m-ni at Mm, f =
of arm at bub r^ =r thickneasof arm at rliti, c = amount of orowii-
~*>n8in inchet.
Unwin. Reiileaiix.
rim 9/8 0 f 0.4) 9/-»$ Uih/iff
• atedgeofrim 0.TS+.006O {^*^^{%i"Jx^r^
" middle i^f rim S< + f '
{ For single j/^P
\ belts =.63aT|/ „ ^„ a ^
1 For double * / BD * * aOu
I belts = sasy ~ii""
rim %h OM
Hof arm at bub. 0.4A O.BA.
" " " rira 0.4/1, 0.5Ji,
(»«■ of arma. for «l . , 'SO ,,/, /) \
!fc^t. f- '+m «C6-,-a^
° """''' 1 la often ?4B. ,' 2S " do.ible-arm "
neitsof mel&I in hub h<(>%h
"rof pulley 1/'34B
Br of «rm.i in really arbitrary, and may b« altered if nec<>Kgary.
^Ib two or tlirefl bcIb of arms lunv bo cnnnldpred Bi t no or tliree
Jiteys combined In one, except tliat the ivroportiona of tbeariim
10.8 or 0.7 time that of slufcle-arni iiulleys. (Beule&iix.l
^.-Dimensions of a puUev 00" diani , IB" Iw', tor cUniblp belt W
r-'
h h, t e,
t.TS t.W \M 1.01
•qx . ... 4 B.O 4.0 3.5 !i.O 1.2S IQ S
owing proportions are (riven in an article In the Ainer. liacUiniit,
r; stated:
+ ,0 In., A, = .04O-t-81Sain,,«« .0»D+ .« In., »i = .Oiei> +
fortbeatiove example: h = 4.!i.Mn.. A, = 8.71 In., r = l.Tld.,
Id, The sei-tion of the arms in all oatM-s is taken an ellfpHcal.
lowing Rolutlon for breadtli of arm '\» proixwed hy tlie author:
t belt pull of IS lbs. jMr Incli ut uUllb of a Bint^ie lielt, timt the
lln ia tal<en in equal proporMuiiK on one half of the aritm, ami Ihai
IB beam loaded at one end hu<) (ijipil at I be otliet*. ^^'e have the
bra beam of elllptieal 9n-t\onfl' = .(mi '^''^', in which f = llje
■m modulunof rupture of the onat iron, h n lu'eiulih, il = depth,
mfph of tht' beam. afui/= ftKitor <if Kiifeli- a-shidhh it luodulun
e of 3(i,o0O His., a factor of safety of irt, and nn ndrUtituial allow
lately iu taking/ ^ y, ibu diuinHt,«<r nf the pullt^y Inntead of ^[i
Aua of the hub.
■A, the broMltli of the arm at tli« bub. aud ■■ = t = <i.Mv< >X\«
^'e tbea ftara//'= 10 X ^ = m^l ^ «r^^ ^ ^AK^^^y^,,^
' , n-t-i 11 \4D
- = .03sy — , which ia practically t\ve •aa»«
hwii, from a dinersol a»t of assuropltona,
I'LLLEYS.
f
^ Convexttx of Pnlleya.- Aiiihoriii-'
to I 10 of iJieface; Molt-sworth, 1/24; n:
SniUh aays the ci-own should not he i>»er ■
for shifting bijlU Sibould be "strnisht," ili-.
• trtoH
M
i
CONE OB STEP Pri.liBVS.
To flnti the illameters for thp si'veral bteps of a paii '
1. Crossed Belts, — I^t l> and >/ \ie tlie ilianifi - -iiajl
[iievtfil hy A L-ro-sseti belt. L = the distance Ijelwevii i % lal
I the angle either half of (he belt makes with a iine joiniup lut- <-Ymi«l
piilleja : theu total length of hell = (D -f d)? + ,p -^ d>^ -hSL e
p = angrle whose aineta^i^. Oos/l = i/i» - (^^) . Tbr In
Ihe belt U constant when Z) ^- il Is eon.xtaiit; that ia. In % (-sir «
pulleys the belt feuslon will be uiiifonii wlim lli>> -iiiin of the if
eueli <i|)i>OBit« pair of steps Is constant. Crossed beltn are ai?Id<
cuiie-pLilleyB, on accuimt of the friction between ihe nibblOK |
To (te.->if;;D a pair of tapering speedconeii, no that Hf
e<|iiall.v lisrlil ill all positions : When the belt is crossed, u»e a pkirii
and siiiiiilBf eoneo tapering: opposite waj's.
■-'. Open Belts.— Wheu the belt is uncroBti-.i ii*>- n t'""- "f «(«
liimilar eoiioid^ tapering opposite ways, and Iji I 1|«H
lug to the fullowiiifc formula: Let L denotr tli-
of the tranolds: /{ the radius of the largerend.. ,„ _
■ni&ller end; theu the radius in the middle, r,, m found aa tviii
1
- ^ + '" , <« - »-''
• ~ 3 "^ 6.28i •
lltanfcine.)
the diameter of equal iit«p* of a pair of oone'Rulleya. D
iters of unequal opposite steps, and L s dmiaoo* tan
It Dt
the diamSters
axes. O. = ^_ + ^j^-j^.
If a series of differences of radU of the atepa, A - r, tie
for each pair of steps -5 — = r, - , and the radU of 1
computed from their half sum and half di&ereoce, aa follow* )
_ ^ + '' _ ?^z.
~ -J *
„_.R-fr , fi-r.
A. J. Frith iTrans. A. 8. M. E., i. SiKh shows the foll.v»ir
Kauldne's method: If we had a set of cones to desie'
Ifrsof which, including thloltiie'»s of belt, were 40" ,
desired 4, 3, 'J, and 1, we would make a table sm follo»
^ Trial
nSiini of
O + d.
Ratio.
Trial Diameters.
D
40
S7.S
Sa.833
35
ID
US
16 oea
ss
itwre fnnniil
ililterence
; •iillHyy ar>'
i.riir;ll.- ~
are approilmiite, and fh^-y do iMt r
•■twpalslaiceaM
' WV »lll MMtl
■> *wi»vi^rw
cosz o> mr pcixm.
b .tliC. With O M a
: frircic will be miMlilii eC ik»
' thi- nrsi pulkTS J>i a«rf ^ a
Tlie b«>li-lioe ot aay adki-pur ^f j
1; hence any One. aa /Car IJK, *
Fie. at.
diameters P,, (f, or ^ tf, a( Ifea
The ahr.Tc metht'xl ii tohe aa
When it IS betirc«a JS' tmt „
, in aiJiliticm T thr |iriiaf r liiiali aa rtii |ii*al mtm Ifeahar iBi
-•*« & nraw a tanggat fce to the ciette g. ■uAiag a» aag>i «rf Ml
III? nr <.-entr<^ SF, aod fnaB tke peia( • 4ra« aa anc nag«f la fl
etilline. ■" '-'• '— rt~1l* i^n ga^aylt— »y ■wrl«ajM>f II
J = an^lf in degree* tetwMa the ccMi» toe asl Ike Ml afaMf
pulley*:
a = .SH for belt-aogiea ieaa ttea U'.mtd jm ttr mffm ^ttm
and 30*:
P* = »B aDKle defwodtag oa ibe vcfaekr falf»:
C — the CfntrvdMaaee of Ike lv« nAyi;
d = duini)>(ers of the laneer a^ iMalkr of Ibe pair «r ygt/i:
£> sz an ao^le dependiae oa S>:
t = the lei.Bth of the Ml »t _
t-= C-<-rf, ortfaeTeKK<crra«feiW8cr«TMe«hr4
/> - -^ _ . _ ai^r-f»
(II Bin A
aXMmB' :
tU ~ r4-l •
(3^ Sin P = sin ^(oo* A - -^- ) :
\A = B°- £■ vbeo lio fi> i* poabire: = a* + E* abrD ila nt w
seeing
d =
= SlSk£,-SO«lKB^ = 0aaar= I:
T - 1
D= r<i;
. t = 2C coa ^ + .017*Srf[]» + 1/^ - l.«*) + A)l
Equation il)is t»>>d nnl/ noor fur aar pair «f cone* to o\Ai$<' '
oo« A, by tite *id ot laMaa atttotm And ooaiaea, f«r nan la «q'
^
r
BELTINQ.
BELTINO.
Tkeorr «f Belt* and Bands.— A puller >" diiveo
meaDs of the frictlun botwt-en the surfaces in contart. T>>t 7',
on the drivinK sUie of llie liell, '/', llis li-n.siiin "11 til.
- 7", , is the total friction l^tween the band an<l tl)-
the tractive or driving foif«- I^et 1 — iht cofflifir'
of the len^b of t|ie ore of L-ontact to the le»Ktb of i
of the arc of contoct in dejrrees. f — the hnse of '
= 2.T1H38, III = tb<> moduluB of the coinruoo Iovj
followliiit forrauliB are derived by caJculm i RaDkiiir
p. 851 ; Carpenter's Exper. Eug'g, p. I78i:
7-,
r, - T, = T,fl - e -/») = T,{1 - lO"''*") = r,(l - 10"''
the arc of contact between the kaed &n<) the puUey t-spmwd ti I
fractions of a turn = .i, # = 2irii; e^' = 10^^**/'-; ^,^1, |^ ^ |
natural numbfr forrespoodinj; lo the comniou loKOrithia W.T.'W'/n
The vnliit of the coelTicieut of friction /itppend* OD th*" ulntt- air! i
of UiB riihbinK Hiirfuces. For leather ' '• ■■
/ = 56 when dry, .86 when wet. i'»wh.-i
latiDK the proper mean tension for ii i
lo be tal<en if there is a pnitinhillly of \
experinieut-s of Retiry R Towneand !;•
Inst., ]8(l»!i. show that puch a state of i
rence; and timt in 'lef.idninB inoebin^n >> r .i.m ,
f - O.-l*- Reuleaiix takes/ = O-iS. The fi'llmi iok i
the coefBcient - T*s/, bv which n (» Inlil'Jplled In i
gpoudiiiK I o different valuer of f\ a^»' the corrtwi
ratios among the forces, when the arc of contact 1* ;
f = 0 15
?.73i^»/ = 0 41
0 •-•5
0.C8
0 I
i.r,
9 18S
1 K4
I »
tff = V and n c: H, then
r, -4- 'l\ - 1 mw
r, -I- .s = J 66
r, + r, ■i-2s = a.iii
In ordinary practice it la usual to aiiAiai* T,
%S =\h. llilBOorrespoiid* toy - O.-HnmxW .
For a wire rope ou cast iron f i- — '■■■ '-\'-" ■
groove of the piillev is liotlouied
Ceutrlt'uKaJ TeuKlvii ot )
high veliM.'iiy, ceutrifujfal foi-ce pi
inK nhun the Iwll lis at rest or e
telitiinn dlniinislies the elleotive il
Rankin" »aj-» : If a" endless l>. • ,....
Ki»m »pee<l. the eentrifugiil force iinxiiices n -
section of the liaiul. rtjiiiu to the mi^lit nf a |
^^ice the beikrbl from which a heavjr hudr u....
^Hvelocily of tlie baud. iSee Cooper uu BeltiiiK, p. im. j
^^b7V = eeiii: iTii,:'!! tenaioo;
^^B V - ' ! i-et per Ke<K)tid ;
^K p ^ ii dU« to BTCkV tV*)- = %l V,
^BWc ...... ^ |>teoeottt«!\>»\V\tvV»»MA\»p^.>%.i
BELTIXO PRACTICE. 877
tlni; Prartlce. Handr Formulie tor Belting. - Siuce
prtn ' .tioQ of the arjOT« tonnulee the value uf tbc c'oefficietit
Ifoii iini-d, ilB nctiial value yaryitig nitliio wide llnilte iIS](
1, ati 1 aluw of 7j aiii T.2 also art AjteU arbltraiily, it ib cus-
tiaviiuiUix i<j euitf^Hul*: lor ihntm ijieorstical formulee oovre simple
^ lormule? and rul«£, soiuo of h lik-h are girea below.
1 1» diani. or puUer m indus; nd = circumference:
r = vf"locir3- of It.'I) iu ft. per eecond; c = vel. to ft. per miaute;
» B aiiifle r'f tbe arc f>f contact;
L s leDKtb of arc of contact iu feet x trdii -t- (13 X 860);
rs tractive force per Bquore inrh of %ctionaJ area of belt;
V s widtb io incbes; ( = itii<!kne«i:
9 c: tractive force per inch of width xs F-*-t\
L B revs, per minute; rps. = revs, per eecoa^ = rpm ■*■ 00.
» • -js- X nan.; = .asiM X rpm.
= workiuK teoaioa per square iscfa ^ 'Ji?> lbs., and t = T/33 iticli, 5 =
Dearly, tlien
H.P. = ^ = .mvxo = .00M7e<«i X rpm. - "^ gj^"-- ■ UH
s ISO Um. per square inch, and t s 1/6 inch, 9 = SO lbs., then
H.P. = j^=.oBr»=.oooa38u.dXT>m. =^^1^^. . mi
m vorkin? atrsin is 60 lb?, per inch of width, a bell 1 inch wide IraTet-
B ft. per iuiuuf« will traiiiiiiiit I born*- power. If the working strain ia
per inch of widtli. a bell 1 incli wl<le, iravelliiif; 1100 ft. permlnuie,
Uiatnit 1 ho rhe- power. NiimeroUR rules are given by diflferent writers
:iDir which vary belwcen these extreineK. A rule coiuuiouly uKed la :
■ride travelllog lOOU ft- per ruin. = I.U.P.
H.V.=^^.06Vw=.OOOmu,dXrpm. = l^^^p-. . . (i9;|
nrespoiida to a working strain of 33 lbs. per inch of width.
. Thii
'™ _ naiair., _ imtT..^ ^ _ '«* X ''P'"
f wrKers ^ve aa Kafe practice for KlnfFre belt* in good coadltlop M
ig teiisioD of 15 lbs. per inch of width. This gives
H.p. = ^ = reiertu = .ooviKwd x rpn). = aw • **'
ieuhl« belta of average thickness, some writers aay that tbe Irans-
t cllcieccy Is to tlua of siugle belt« as 10 to T, wbfcli w ould give
t double belts = gjg= .1109riti= .OOOSlird Xrpiu. =r jaao * *'
Wlthoritles, however, make the transmlttiOK-power of double belta
hni of slniflK Im-Uk, i>n Uik atwumiition ihac the tb|i:kne.ss of a doubl«-
twiL-e that of a single belt.
p for li»i»'-p<«wer uf belts are sonieClmea batted on tile nuinber Of
1 feet of iiiirfaoe of tbe belt which pass over the pulley in a mlDUt«.
per Diiu. = lev -•■ 1:2, Tbt: above formulie irantoated \n\o \^'i&\.qtiii
ror S= eoihs. per inch wide ; H.P. = 46 sn. ft. pet H«Vi«».\.e>
" S^M " - " • H.P. = 92 " "
" S -m 4S •' - " H !• — M •»
- S^tH^" " .. H.P. =^ " "W
I
878
BELTING.
I
I
The above formulm are all based on the luppotition Uial t)i«m4
tact is 180'* For other arc?, tlie irausmiitintc power Is afipitiaaiMl^
porlioiial to ihe ratio of the lU-grei-s o! arc to 180°.
Sonw rules base the horse-pouer on the Icn^ih of Ihe arc of wi*
obtain by substitution H . P . = -^^^ X i X rpni. . and the 0»»
take the followiiiK form (or the lieveral values of S:
H.P = I2^^|IH5!-o),
wL X rpm.
NSO
(9U
wL X rpm.
SOO
(»:
H.P. (double belt) =
toL X rpm.
857
(B).
None of the handy formula? take into consldemtlon lh«
fiion of bells at hiRh velocities. When the velrjoiiy is over
tile llie effect of this teiisiion liecomt-n appncialile, ati.l it
acctiuiitof as iu Mr. Nacle's furmnla, which ia given bciow.
Horae-'power of k LeatUer B«lt One Kncli irld«
Formula: H.P. = CVtwt,9 - MiV*)^ 5S0.
For / = .40, a = IflO*. (?= .715. w = I.
I
Lacbd Bsi.Ta. 3 s 275.
ThIcItneRs lo inches = t.
7/aa
.H4
l.S-J
1. 7.1
.Ml .681 .6.1 7S
5 .88 I.O0I.I6
1.00 1.17 I -Sa' I.St
i.aa !.« i.Bri.Bc
1,47 t. 7^11.9.1 -iMTyVi .W
1 69 I
1.90
!! U9
a.«7
«4l
a.s8
■J.Bl
«.80
8.94
•J. 97
8.97
6/10
.313
1.05 I.IH
1.66 I. 77
■i 19 J. 31
!.',()« J 8l)
-J
Rrnmtp Bki.t*, i< s Jfll
Tlilckcirsi iu InchM ■
1/4 1 5/ie I i/'s I a,s
■JBo' .sul .aw' rr
I .fiU 1
•J S4''J
•i.\H 3. lit a 75i4 itiS
.t.Oi.).:w3.o,i4.rii
8.16i.t.5.'.l4.14 4.74
3.i7
8.W
3 4.1
.1.47
3.47
S.M t.'Jtrt.OI
3.79.4.4i.'. O.'i
i 86:4.50 5 1.1
H 90'4.,Vi'.'-..»l
3 90 4 .W.^.VO
.'l.ll. ;.;
0 31 11.7
B J ! ■ -
*:> ■
li.'
1
4
- I
■Ml
' >
: I
75
Ml
7.<r!)1,II|10.1
The H.P. becomes • maxiniurn
at 87.41 ft. p.T»ec, = 5845 ft. p. mIn.llOS 4 ft. p«<r *f>'
in the sb<}Te table the angle of subtemlon, a. i» taken atl
Bhnuld It be I 90«|100°,110«|19J«i:aO« 14t>«!l(»rfl
Multiply above values by \ .(15 ! .TO I .75 I .7U I .88 I l$7 J .91 I ,
8. M. £.. i«l
^^^MDg 8 at 3T& lbs. per eq. In. for 1act*a b«lta and 400 lbs. per sq. in. f«r
^^^■11 and rbrted belts, the fornmla becunies
VUDTH OF BELT FOR A GIVEN HOHSE-POWEB. 879
H.P. = CVtiiiM - .OOOOSlSr') for laced belta;
H.P. = Crtio(.787 - .0OOO318F*) for riveted belts.
11
V
I>efrreea of contact =
a.
to.
iw
]10»
ISO"
180°
140*
ISO-
ISO"
1T0»
180»
200°
M
.210
.ao
.aso
.270
.2S8
,807
.8-35
.842
.359
.376
.408
M
J6
.»!
.29,'i
.3IU
.342
.384
.SW
.408
.428
.44U
.4»7
..VIS
.8«3
.AM
.sai
.407
Am
.4Si
.480
.IiO^i
.S34
.544
.588
.378
,<4W
.4:iS
.■107
.494
.590
.,%44
.507
.^«^
.010
.040
.Hi
.WT
.4B9
.B-ai
.MS
.57.'i
.600
.6^4
.MS
.667
.705
.»
.«
.00
,487
.Mi
.i36
.667
.&!t7
.6-J4
.&19
.673
.695
,715
.75.1
.WT
..SM
.s;i)
.BIO
040
.867
.6B3
.716
.787
.757
.792
.478
.6IT
.6.M
.e«4
.71.^
.739
.76-4
.785
.SOS
.8aj
.858
.610
.Mil
.OW
.713
.744
.709
MS
.BIS
.flS2
,848
.877
:,K
82,5
.85:1
.877
.837
.013
JIT,
.937
.947
.956
.969
1™ following table ftlvea a comparison of the fonnuta already given for
FOue or a belt one inch wWe, with arc of coDtact 180°.
'•'•e-power of a Hel* One Inch wide, Arc ofCoutact 1 80'.
CoMPiaiSON OF UlPFKKE.MT tYiRMfUt
Form. 1
HP. s=
nil
Iso"
1.09
2.18
3.97
4.30
a. 45
6.55
7.63
8.78
9.8!
10.91
Form. S
H.P. =
10V
1100
.OS
1 09
1.64
2.18
8 78
3.47
8.83
4.80
4.91
G.45
Form, a' Fo rill. 4
H.P. =|H.P. =
iev u<ii
iooo 7^'
.60
i.ao
1.80
a. 40
3.00
s.m
4.30
4.80
5.40
6.00
.82
1.64
a.46
8 27
4.09
4 dl
0.S5
7.37
8.18
Fomi. 5
(Ibl.belt
H.P. =
wv
513 '
i.ir
S.34
S.5I
4.68
5.K5
7.02
8.19
S.Sii
10.53
11.70
NftBle's Form.
;/33"«i!iKlebeIt
Laced. Riveted
.73
1.54
a. as
3.90
3 48
3.8S
4.SS
4.60
4.55
4.41
i.OH
3 49
1.14
2.84
8.81
4.88
S.Sfl
6.00
6.78
7.88
7.74
7.96
7.97
7.75
i
i
Ith of Belt for a GIv«t> Home-f^o-iver.— Tbe width of belt
y^^ for any tjiven horsepower may ho obtainnl hy lri>nspo.sinf: "le fw-
"^^t bflrse-power so as to give tlie value of n: Tljus;
680 H.P. 9 J7 H.P. 2101 H.P. 276 H.P.
- X)nniila (1),
'- ^rmula (8),
formula (8),
ormuJa (4),
moat
loUe beJu.
UOO HP.
1000 H.P.
73SH.P.
B13U.P.
i8.ai HP.
~ V
_ 16.87 HP.
V
1S.SQH.V.
r
BM HP.
d X rpm.
_ 4aoa HP.
~ d X rpm. ~
_ aSJO H P. _
^ (1 X rpm.
_ 8800 H.P.
d X tpm. '
liICO B.P-
L X rpm. ■
5.30 HP.
L X rpm."
GOO H.P.
L X rpm.*
L.-X.TV'^
I
880
BELTING.
I
I
I
Many auUioritkiB um (ormuladt for double bvltK mm! tomiola
BflO Il.P.
To obtalii the width by NsKie'B formula, u ~ fr/ y— in*n
tbe Kivou horae-power bv the fl^nu^ hi the table oonvepoodlac
thicKneas of belt luid Tefoolt y in feet per second.
Tht fiiniinUi In be nfii in iiiiy ymrlictihi' ■■••- '-
matter of jud^fraent. A biD({le IwJt pro^urtloui^d ii'
if tightly fctretclied, ond if the surface is in pmid ctui'
horse-power cnlculiited by the forniiiltt. but op.- <•
lioualile, first, because it requires so great on i;
stretch, slip, and requti-e frequent restretehui
tiecause this teofil on will cause an undue pre^Mi.
therefore an undue loss of power by friction I.
formula (■!), (!ii. or i4.i or Mr N'oeVs table, shoukl 1.
daily in oasew in which the relociiv exeeeds .lOKi !' >
Taylor's Ituies for Beltlug. -i' N\
XV. *.^>4> de.scriUes a nine years' eipeiitneiil >
Kivln? results of testa of 4d belts runnlni; ni;;!..
Uelts were run oo cone pulleys and othera on »hil tuJK. <
leys. The aventKo net working load on the BliifiiiiK lielis wMJi
I hat of the cone belta.
Tlje shlftliiK iK'lts varied In dimensions from ;j9 fr
.» in. tliicli, to 61 ft. 5 In. lonp, 6.S in. wide. .37 in.
varied in diuieasioiis from ',24 ft. T in. Iouk, ^ In. wlU: . .
10 in. long, 4 in. wide, .37 in. thick.
Geit-clamps were u.sed having sprinfj^balances belwem
cliinipi!, so that the exact teuniou to which the belt "^
accurately weighod whou the belt was first put on, ucU ea
tiKhfenetl.
Tlie teniiiou under which each belt was spliced *r»n cart'fnilrl
to place it under an luitial strain— while the belt was at rc«t
after liKhleninK— of 71 Iba. per inch of width of double belta.
aleiit, in the ease of
Oak tanned and fulled belt«, to 103 lbs. per a^. la.
Oak tanned, not fulled belts, to aJB
t^eml raw-hide belts, to«3 "
Kawbkle belts, to S84 " " " "*
Friini the nine years" experiment Mr. Taylor drawa a anmh
siuus, some of which are triveu in an abridged fonii lieluw.
In u^ii)^ belling Ko a.s to obtain the ^ivateui eeoitorny asd
tuotoi'y results, the following ruleit sitould be oltserveii:
A double t>elt, having: on arc of contact of
18U*, will giva an effective pull ou the face
of a pulley per inch of width of Iwlt of.
1)1, u dilTerenl tunn of sjiine rule:
The nuiiilwr c,f sq. ft. nf double Belt passing
around a puih-y per ininule requireil to
transmit one hurM) i>ower Is
Or; The number of lineal feel of double-
belliDK 1 in. wide pawilii(; around a iMiliey
pemiaute require>l to transuiit one horK»-
OakTunMd
and FnlliNl
Leatlter Bdta.
SB lb*.
aoaq.n.
Etayj.ok's kules fok belting. 88iH
pfi'lu. of widili, or iiq, in, of sectiou, lo which od« of ibe ^H
\
6r Uie bf-lt its tigbtpued, w hen at i-est-. After the Wib (irt- iu motion
isiiiitlliii; power, tlie glresx on llie slaok Bide, or Ktrarid, i<t lite t>fJ(
I less, wliiln thsi. on the light gide— or Ihe side wbicli iIobb Ihe |.ull-
Hiiiies greater than when the bell was at reiit. Uy ttie trriii " tela)
e nie«n the total Ktres^ per iu. of vidth, or itq. Id. uf aeciion, on Ibc
©of belt wiitlH in niLitioii.
ffereiice between tlie stress on the lifclit side of tlie belt mid iti Black
lie iu motion, reiirt-sent!; the effecliTe force or pull which ta trans-
rom one pulley tu another. Uy the lerma "workiDK; load," " net
load," or "eiTet'lirc pull," we nieaa IhB difTerencH in ibe leosioD
ight and slack sidets uf the belt per In. of width, or sq. In. section,
nioliou, or the net effective foroe that is trangmitt^d from one pul-
lother per iu. of width or sq. i». of section,
scovery of Messrs. I^wis and Bancroft iTrans. A. S. M. K., *it. <49j
"Biini of tlie tension on both Kiiieg of the belt does not reniaiu
." upsets all previous theoretical beltinff fomiulie.
lit gpeed for tnaximum economy plK>nld lie from 4000 to (SCO tt. per
<e,t distance from centre to centre of shafts iu from I'O to S5 ft.
lUlleyiv work most Ratisfactorily when located on the alack side of
about one Quarter way from the iliiving-pullej'.
are more durable and work more fiatisfactorily made narrow and
ther than wide and tiiin.
fo and oilvisable to use: o double belt on a jiullcy IS in. diameter or
t Uijile belt on a pulley M In. diameter or laricer; a quadruple bflt
ley 30 ill. diaiueler or larKCr,
ta lDcrea8« In width they should ako be made thicker.
ida of the belt Hhould be faatene t toother by splicing and eement>
Md of lacine, wiring, or u^tuj; hooks or clamps of aiijr kind.
lUce should be UKed on triple and quadruple l>eltii and when IdlerA
. Stepped Kplice, coated with rubber and volcaDized In place, lo best
Br belts.
uble belliDK the rule works well of making the splice for all belt«
In. wide, 10 in. lonj;; from 10 iu. to lii in. wide the splice »hould be
i width an iJie l)elt, 18 in. Iieing the greatest leDgth of splice requiml
le beltini;.
hould be cleaned and greased every Ave lo six monihs,
» leather l)ellg will last well wlien repeatedly tightened under a
ben al re.'.^ci of 71 lbs. per iu. of width, or 'iW lbs per sq in. section.
.1 not Riaiutaiu thin tension for auy leugtli of lliue, however,
auifrs liaving spring- 1^ lances between the two |:iairs of clampa
e Uiieii for weighini; the tension of the belt accurately each llnie it
ited.
retch, durability, cost nf niaintenaiice, etc., of bells proportioned
rding to the ordinary rules of a total load of 111 lb«. ner Inch of
rrexpoodiiig to an effective pull of 06 Iba. per inch of width, and (B)
g t.> a more economical rule of a total load of 54 lbs,, coneKixindiiig
«.'llve pull of 26 IbF. i)er inch of widtb, are found to be as folIowR:
t is impraoiicahle to accurately weigh the tension of a bell in tight-
it is safe to shorten a double bell one half inch for everr 10 ft of
ir<Al and one inch for every 10 ft. for(B), if it requires ligiitening.
I leather beltK, wlien treated with great care and run night and akj
■ate speed, should last for 7 years i A); 18 years (B>
St of all labor and materials used In the msintenance and re|ialrv of
eltM. added lo ih<i cost of renewals as they give out, ilirough a term
, will amount on an average per year to Vit of the ori0nal cost of
(A); UjSor lessiBi.
iring tli» total expense of belting, and the manufacturing coat
tie to I Ilia account, by far Ihe largest item is the limn lost on the
i wliila belts are being relaced and rei>aired.
lal mretch of leather belting exceeds OS of the ortginaV Wi\^,vV\.
r«ich during th« Rrataix montlu of the lite ol b«\V» \aW)> ol \>k»\Y
TJtc^J I A i: I.V (B>.
la belt will ttretch 17/100 of If of its lenKth betore temiSrtiH. ^ 'w*
<A); ei/HXIon'. (U). "
t imnuftABt cousidemtloa In making \ip t&Y>\«« an* Tiitei*
^f7L.^,f.'!^ '" '""^ **> ■««""' i*»«» wlntoutn ot ta^*i
^•rh'
BBLTINO.
i
le aTersKe doable belt (A), when rvinninc ni^-lit 3.n:l <isr n • i
sliop, Villi onuse at leajit ^6 iulerruuilona to r:
Interruptions per year, but with (B) iuterrii!
erapw ofteiirr for eacli belt than one ill Si «
~!he oiik-tniiiit'd and fulled bells shutred ilieniHelvu^ in l/u «i|<
puds except the coefficient of friction to either the oak-t»nnedi
J ftemi-raw-uide, or raw-hiile wdh launed face.
Belts of any width can he succeKSfiiU.v ehifted tiackwani and I
tight, and loose pulleys. Belts runiiini: heliveeu 5(100 and ()iu>fi.|
and driving 'KO H. I' are now l>eiii(f ilnijy shifted on light axd lo
to throw lines of »baf tiiif; in and out of use.
The best foriii of l>olt-shifter for wide belts Ia a pair uf mDtftt
Idth of belt, either of which can be pressed onto the flat ■ "^'
'ton Its Black gldeclube to (he driven pulley, theazieof itie'
anffle of 71° with tlie centre line of the l)elr.
^emarka on mr. Tajrior'a Rnlea. (Trnn<i .\. S K.J
(The tiiugt iiolal)le feature in Mr. Taytnr'.s paper i
Sreen his rules for pro|)er proportioning of l>elts
_'rlters. A very cnmnionly uHed rule is. one burs«--j
by a Kingia lielt 1 in. wide runnlner x ft. per biin.. sub.ttutiiiii; I
vulues, according to the ideas of dt£ferent engineers, ranir<OEl
530 to 1100.
The piacllcal mechanic of the old aehnol is apt to Kwenr bj i
" 118 l)eing thoroughly reliable, while the modem enttint^r '• m
the flxure lOlW. Mr. Tayloc. however, iiij-h-jul . f usiiic * ntun>|
ta 1100 for a single belt, uses 950 to nOO for : Iftro
a double belt is twice ast f>trong, or will . >< niiirti |
aingle belt, then he uses a tlKUi'e at K-ost ' hii;« i
luodern practice, and would make the coRt of lj.-ltinu ri>ra|Cl*ts*
B-S large tt.s if the helling were proportioned accordini;: to tM r ^
the cnstoniaiy rules.
This great difference i» to Home extent explu)
problem which Mr. Ta.vlor undertakes lo sulve i.-^ "•'
that which i« solved liy the oirliiiHry rules with ti.
lent of tlie latter genei-aliy i», "How wide a belt r
row a l)elt may be used, to traniinili a given h. i 1'
probloin is: "How wide a belt inusl tie iiwd go t
may be transmitted with the nilnimum co«t for Im-U r-|>«ii-. ii»l
to the belt, and the Ntnallefit lostt and inconvenience from
machine while the lielt is being tightened or i<'|>aii.-d ""
The difference between Ihe old practical i ■
single belt. 000 ft. per niin.. transmits one 1
monly used by engineers, in which lOOO is> s
'ief of the engineers, not that a horse-powi-r n
belt proportioned by the •■Ider rule, hut that -
due strain from overtightening to prevent till pi
too iniicli Journal friction, neces.sitated frequent lighirnini:. <
tlie length of the life of the hell.
Mr. Taylor's rule suhstituiiug I KW ft per iiiln nnl i1. r.lt'nc lk»J
further step, and a long one. In the same till. Ill
in any case by eiigioeera will depend ui>on
tent of the losses due to slippage of helts sl.i.
1 the lo^it of time In lightening and lefiairiiit; i.>-ii* i..»o.hi
nee tle-m to allow tu« first cost of the belia to be doabled nt
.'Old these losses.
'It. fhould Im* noted that Mr. Ta\|nr'« «xi ' inle <
rrow l>elti, iiseil for transmitting power !
concUisloiis innr not lie applicable K ikIi*
Ine By nhcel hefts.
niJU'BLLANEOVS NOTB9 ON SBLTI^C.
ormiilai air useful for \.Toviort\o'n\mt^\^»»»A v'a^''
•n* of efltlmatint! *iow mMO>i voNier a va-^V">'>«^
ral aiiv irivi-; . vVvan \.V« »ii*- < ^ "■
•' ' TlieooX^ t«- ^>
„iU»ttitUc-.A in aow lo"u "I ^v r^u^
XANEOUS NOTES OX BELTING. 883
ihicknesfi. the power transmitted ought tolncrrain in
juhle IipIIh we Hhould hiiT« half th<* widtli i-cqiiiml far
B saiiif roiiclitinns. Wilh ];ur|c« pullpys niiil iiiiMlenile
proliable IhulihiB hdlds jjofid. Wtih uinaU ihiIIp.vb.
able bi'lt is used, there hi iiul such jjerfeui coiitncr
,l;e and the belt, due lo the rlifldity rif thp laltf r, mid
Bry to bend the ^lelt-flbres tlian whi*!! a lhinin*r iind
iwstl. Tlie cf iitrifiiMl force teniUug to throw the twit
increases with the tliicknens, and for these rranoiiK Ib^
t required to tmu^mit a given horse-power when uBcd
s generally avHuincd Dot Ifrr tiiaii fieven teutliB tlie
to transmit the same power. (Flalher on " Dynnnioin-
nt of Power,")
t»er, flnde that great pliability is object innalile, and
a for unall pulleyn.- The iiower coinium»'d in Iwudiiig
iUlley l)e CoBdiders inappreciabie. According to Kan-
'Dtrjruj;al tension, this tension is projiorlional to llie
I belt, and hence it does not ijicrease willi Increase of
idth is decreased iu tlie Kauie pru]K)rti<ifi, the t;ectloiiat
ant.
IDS. A, S. tl. E.. X. Te.V) gays: The he«t belts are made
eslher, and curried with the URe of cod oil and tallow,
quality. Such belts have continued In um> thirty to
d as siinple drivlnplielts, driving i\ proper nniciin't of
ad Riiltuble care. The flesh side should tiot tu- run to
he reason iliat the wear from contucl wiili the pulley
;raiD side, as that surface of the belt is (nnch wewker
than the llesli side; also as lh«> fcrain Ik iiard it is more
r of attrition; further, if the grain is actualiy worn off,
t suffer in its integrity from a ready tendency of the
ick.
contact of a belt with a pulley conies. (Irst, in the
y-fnce, including; freecJuni from ridges and lioilows left
and, in tlie iiniuolhi]e.ss of the Hurface and evenness in
'a belt; tlilrd.iu iiiiving the crown nf Ihedrivingaiid f.
ly alike, —ns nearly go as is praoi iciilile In a coinni<-rcial
ag the crown tif iniileys not over ^" for a "4" face, tliat
ley is not to be over ^4" larger in <liftiiieter in its centre;
crown other than two nlBces uieeiing at the centre:
naterial on oi- iti a beir, hi sddii.ion to those necessarily
process, to keep Iheui pliable or increase their Irnctive
y depend (ipcn the exigencien ari.King iu the use of
rtlian over-use: Fevenlli, willt reference 10 the lacing
le a goo<i practice to cut the ends to a convex sliope by
at there may lie a nearly uniform stress on the lacing
R compared with the edges. For a belt 10" wide, the
lould recede l/IO".
(.—In punching a lielt for luring, use an ovslpuncli,
Df the punch l>eing imrallel with the sides of ihe liell.
loles in each end, placed zigzag. In a 8^in. Iult then-
in each end— two In each row. In a (i-incli belt, seven
on nearest the end. A 10-lnch telt should have nine
e holes ahould not c<jme nearer Ihaii % ol au inch from
I inch from the ends of the bell. T7ie second row should
from the end. On wide belts these distances should
)r.
le centre of the belt and take care to keep the ends
to laoB both aides with equal tightness. The lacing
I on the side of the bell that runs nert the ptilli-y. In
rre the name nilea ub putting on in-cv ones.
>B <tamrter-twlrt.— A belt umsl nin aqnarety on to
i>ct with a bell two liorizontal shafts at right angles
an engine-shaft near the floor with aWrve. &v\tje\\«& vo
rea <ju«rter-fnm. First, aBcertaAn ^^^e cev\\.To.\ ■v«*ss.V
'lleyat the exlr<?mity of ttie \»orizo\aa\ 4\i!Lm«\« -«\«[tr
pulley, and then set that po^Bl on v\\« av\-<ie\i V''"^"
pnnrlinr r'ofnt on the ririvpr. T\\\k wrt\ c».vi%fc V\v«''
icb pulley, and It will leave «kt an an^fe «v<!«»r
ee or the pu/leya and their diBlance ttota b»«» "
I
IB nnici a uaiuwi vnvuuiu is vkiiuc^i ui^v«vu^.u ujv-ot
IiIrIi velocity. The pi-pKsure U Mien greater than ttl
tensfaiis in the lifll, ami th? lesislance to slipping S^
advantage of i>i'riiiiitluK ii irw4iier power to be transl
Btid of dlnimisiitnK ihf sri'nlu on the sliivfiinK. j
On ilif> other hnnJ, »oni*« writers claim tliiit tlie fai
itself aud tlio piille.v. wliicli tend^i to diniiuish itao fl
tractive force. On this tli*-ory some rnauuractiireni j
numerous IioIhh to lei ibe air esoBpe. 1
Cure of Belta. — Leather belt^s should be nr«ll p
and even loose steam and other moisture.
Belt« o( coarse, loose lealbei- will do better service it
wet or molgt situatlous the fluetit and firmest leal
Hgyt & Co.)
Do not allow oil to drip upon the belts. It cte
Ijealher t)eltin(r cannot safely stand above 11
Ktrength ot BelllOK. -The uliimate tennOi* !
not genenilly enter an a fttetor in calculations of pow
The streniithof the ^<olld leather in Ijells i* fr..ir[ J1I01
inch; at the lacings, even if well put toK>-i
riveted, the joint should have half 1 he strei
ing strain on the driving side Is generally ta;
mrength of the Incint;, or from one eixhtb lu on
of the HOiid belt. Dr. MiirliK found that the tetu
30 to M'J itiR. per t«|iiur» iiieli. averapinir liTS lbs.
Adhealon Independent of Diameter. <!
1, The ttiibi->ion of lh>- ln'ii in ilie piilli-) in tlo' shio>-
deprees of contact, rtj^creifiite t^iMiHion or wel^iit Iw-i
reference to wiiltli of belt or diameter of nulli*}-.
'.'. A bell win slip just n» readily on a pulley rmr fe«i
on a pulley two feel in dinnieler. provided the i*ondiLii
pulleytt, llie arc of contact, the tension, and the iiul
irave'lg per minute are the same in both caseH.
8 .\ belt of a Riven width, and maliintr "nv i;o.-ii
minute, will tranHuiil a!t much power riiiirM
eter as it will on pulley.s four fet-l in diam.
trneioD, and conditiona of pulley facex are tij ~ , in" ii
' :.4. To obtain a ereater ammint ot Da*ar_tnuii.^B
service It
lealb|^
deot^l
tensBi* !«
TOOTHED-WHEBL GKASIXO.
id belte Ui is belt would tw dnteMd for SK H.P. Bfib. TaytoT**
be U«ed to iransniit onlr 12S H.I*.
nay hti taken IL>< f\aMi(>l«s of w)i«t • brit n-ar ht RM<I« iotfo,
: d not >ie ii.'nl as [>r>-<-ml«iiti> in ijesij|7iin(r. It i> doc «tat<4 IMW
was lust by Ihtf journal frk-tiua ilue to over-tight eaine of til ~~
^•Inga.— Wr advim. irbrn Ifae brit i« frfi^fatv, and only dry I
|>licuiion <<f hiocMl-warni tallow. This apiili«l. Bod drint ir
' Hiin, will ipud to keep the lealjirr to fmod worklnfr eoodM
ttillow pjiKiie>i into the Uillow of tli*r l«iiher. wrvii.jT f.> tta
rine in left itn ihr- tmisidt*. to till tfir |...r>-» ;«i .1 i-Ah
addition of iv»in i<> the (allow f'.r U-lt-, if h^^i nip
of .Sfi'vlw; UFid help iirf^HffT** ih+T" f tr^-D^ih. t'*- >■(»««•
iiid dry (<liiinl(l havt*au a|>plii*ati4ifi of iifat'iL-fo'): <>r itvtr i>il,
tiiiall qiiuiitlty of rf^in. Tlili* prpTt'DtH th^ oil from injiirtiiff Ih*?
to preservi- it. Theiv ^hnul.! not l<e bo much irrfn as to leara
■. (J. B. Hoyt & fomp«ny.»
I not lie Koakeil in waiter before oiliiij;. and penetrating oil*
cloin l»e !i!i«*il. rxcept ocL'a«ionally wUru a btit >cft> yrry dry
ilH iieifleet- It 11. ay ilwii In- tiii'i^r.-n^-d a liitl<>. ami linient-at's-
il. Frt-'jtjftit sppiicaiK'n-' ul smli oils to a n<;w hieli rt-ndcr the
^d flubhy. tbiis I'liUKiiJi; 11 to >.(rrToli. and iiinkini; it liable to
A coiiipt>sltiou of tallow stid oil. w itL a little rralu (<r l>Re»*
10 UHC. lYf pared ca»t'ir-oil drf-«sin(r is l-'>o<I. nnd inny l>e
• bnish or rae wbllr- tin- bell ia runniUK. lAJcxund-r Bro«.i
for doth or l>eatbcr. (>loW>rorth. 1— 1« pmto cittt*-
iii-i iililn-r. '.' pitvb, 1 hIk^IIuo. :; linheed-oit, cut Kiuall. melted to-
lell miif-<i.
Belting.- The advntitng«58 claimed for riibb»T l>eltlnjr «|»
iniiily iu ivlilth aud ihicknetMi; it wilt enUinf a >rrear degree of
( witlioiii injury; it is also s|jecinlly adapte>l for use in damp <>r
ir whi-re eif«)>i«-'i1 to the actiiin of sleain; It is very durable, and
(Bilestreiiplli, and «hen adjii>tte<l for wrvice it lia<ilhe most [ler-
liie piilleVH. hence Is less liable to slip iIihm leather.
UnimnI oil or urrii.v on rnbbrr heltn. «« ii will gn-aily injure and
rtbeiii.
Itit will be liiiprov*^. and their durability increnwd. by piittine
inier'e brush, and lettinir it dry. a c>-in|K>8ilioii iiiaile of equal
lead, black lead. F'leiich jellow. and lllharpe. tiilTteil with boiled
Bd japan enouj^li 10 make it dry quickly. The effe<.*t of tlii* » ill
is a Huely i*ol&lie<l mirface. If, froiiiduttt or 01 her cinise, the
Up, it fihould he lli;litly niois|i>ned on the Kide next the pulley
edoil. (Kniiii circulars of manufoeturers.i
r
GEARING.
TOOTHKD-WHKBI. KKARINO.
mch>clrcle, etc.—U two cylinders uiili i>arallt<l axes ar«
•tfaer and uue ot ilieiii is rutateil onita bzIh, it will drlv« the other
f ihe friction i)elween the siirfnces. Tlie cylindera may lie oon-
k pjilr of npur-wlieel8 with an inftnlie nuinlier of very Hinall leetii.
eth are formed upon the eylinders, mnkinp alternate elevation*
lions In the cylindrical mirfaces, the disilBDce lietweeii Iho aie«
ihe same, we have a pair of ^enr.wheels which will drive one AD-
rfssure upon the faces of the teeih, if the teeth are jiroixrly
I raakiiiB the teeth the eyllndricaJ surface n>oy etitiiely diMip-
he position it occupie<| niav still lie coiiRldered as ac3lindrlcal
ilch is called the " pllchKiirrace,"and its trace on Ihe end of the
D a plane cuttint; the wheel at right angles to its axis, ix called
circle" or •"piich-line." The diameter of iWs circle \scsi\s4VV\ft
•tar. nnd tl>t> liinance from the face of oni? toot.\k lo \\\e i»itT»-
\^ of ibf iifil tonth on (he same wheel, ineRsuveA u« »l« *tc «A
rie in cii/lfJ tlie "p/feli uf Ihe todih," ortbe c\rc\i\B.t v>\\cV
■/*f.«i///«rteeih of the .same pitch are Reared \ov;evVet «J
^^fi'A ,'f *" " P^f'e/ty of th^ pitch cireVes t^at.V\\«\t"
mif>nmi to the number of teeth iu the wheeW, tuv* vic«
890
CEABtNQ.
Chordal pitch = diam. of pitch-clrele >: line of y^ „f „,,f|
f' )lti:h of a wheel of 10 in. pitch diameter and 10 ireth, tfl » i
u. Circular pitch of s«m« wlieol = fi.iAid. Cbordnl pitch (•<
I or uproclcet wheals, to conform to tli« pitch of the clukin.
I FormalK for DetermininK the Dlnicn*lonBori
(Brown Jt Shuriw Mf>:. Cj. \
P = diametral pitch, or the number of tevih lo one loch u( i
pitch- circle;
I
ly = iliainHer of pitch circle
/?= whole diameter
V nitmtH^r of teeth ......*.•,...
Whenl
i
V — Telocity
d' = diameter of pitch-drcJo
BmaOtT
WheeL
n := number of teeth ..■
a s distance betw«>eii the centres of the two whatiit
b = number of teeth in both wheels;
I = thickness of tooth or cutter on pitch-circle;
« = addendum;
/)"= workinR depth of tooth;
/ = amount added to depth of tooth for ronodinc tlw
clearance ;
D"+f = whole depth of tooth;
ir = 3.1416.
P = circular pitch, or the distance from the ceulw of a
centre of the next measured on the pilcb<irvle.
Formulie for a single wheel:
••f/
dr m
Thickness of riiti below root = depth of tooth.
Idtli of Teetfa.— Tlie widt'.i of the fao«« of tet*th U generally mode
■i ici a liiiips ili<- eiifular pitc)- - from fi.* to ft.4..' divided by the dtain-
pilch. There is uo stand rd rule tor \. lath.
» following sizes Arc given li a itock Ust of cut gears li> "Oram'
^etral pitch,
- Inches
8
3 and 4
Wnllter Mf^. Co. clve:
pitch, in.. H a
.... m IK
Hm
4
6
1% and £
8 1-2
l>^aDdlJ4 ^and 1
18
Ml nod H
%
2
1
*i4 u 'A
ror ralcnlatlng ibe Speed orc^ara and Palleya.^^H
»"vl«tlons of the size niHl hiiei'd <if drivliic and iliiveii t^eni- u lieel.s oj^^l
*Aine as those of heh pulleys. In euk-iilalini; for ^'''^''h. iiiiilliiily ^^I
Iw by the diameter of tlie piu-h-circle or iy Hie nuiitlier of U'tt.h.S^
hf required. In caloulaJ/fur for pulleyB, niulUply or a\v V\fc V>^ x.Vvw\«
►^ler III fricbes.
p = d/."jn. of diiriag iiAce', rf - d/aiti. of driven, R = r«vo\nV^o^M V^X
ff of driver, r ~ revs, jermln. of dr'ven
^"/^-^.^s r - RD -,-d; D~ dr-t- S\ d = DB -<
\(mberofUM)tti of driver c.::C u - number of l*eU> ol art^«
^^^ nr -t-
t
GEARING.
B£94
^ Tlie rack in the cyoloidal system is fv|UlvaU'>'t t
mimlier of leetli. The pitcli is equal to ihe
Kflar Boih faies and flaults are cyclol.ls fori:
circle of the mating gear-wheeJ on each side >..
the rack.
Auother method of drawini; the cycloidai ciirrea ia sltitani
ia knowu as the method of tanfrent «rc?s. The irfnemttnc
ape drawn with equal radii, llic length <>f the r
radius of o(, Ihe suinller pttc'.-cli-ele. E<iubI
marked nit on llie pltehelrcle* aod divisinUi- '
on one of ibe KHneraCinK-uircles, asoa6c. eic.
the line )f>, wlih radii succcr.jively equal to li
od, OP, draw the Ave small arcs F. A line drm
these Kmall arcs, tant^ent to them all, will be th-
llaiilc of a touth below the pitch-line pi. From
line o'. Willi radii as liefore, dinw lliesniftll n--
ares will be cIih epicycloid for the face if"
curve liBM already been ilratVK. In thr
f., and '>L. with tlie name railil, Un- in
which will }[\\v the toolh for '
If Ihe KeueratlnK-i'lrcle hii
hypocyelold F \vi>tdd Im* « - - .»
hare been ralial.
The Involute Tootli.-V^v «3iT«.«i,n« the toroiut*
SBIcIf iif "I'll'inl'v "T 'Vi'- «i>cie ««\>V-V. » i-<->TO««<»> \%»,t»«*'
• of oV.\iq««»lX vo ft TOTOUWUWut
FORMS OP THE TKETH.
895
lie i« 30°' From the centres of the pitch-cfrelea dr&w circles e
t to ihe Wne AH. Tlipue circles ore called baHc-lliies or base-
which the iiivoIiiteB Fiiml A' are drawn. Uy \ayingntt cmiveii-
s 0, I, 2, a, which should eaoh he Ioks than 1, Iflnf tiii? dimriHter
;lrcle, small arcs can be drawn with suecrssivt-ly iticrpa«itn»
will form the iavolule. The involute extenda from thf poiDtn F
Via. 166.
their respective bane-circles, where a tAngent to the invo-
la radii's of the circle, and ihe reiiiaiiiders of the toolh ciirveK,
are radial Ktrai^ht lines.
'Olute .system the ciistoniary stantlflni form of tooth iv. one
gle of obliquitv of lA" iBruwn aud Sbarpe ubb 14t<i"i, an odden
ll one ihlnl the circular pitch, aiiJ a ctearanci- of nltout one
» addendum. In this system the .•iiiiallest gear of a Met han 1'i
'liig the smallest number of teeth that will R^ar tofct'lher when
,bls arntle of obliquity. In pears with le.ss than iW teeth the
I teet'i must bf sll|{htly rounded over to avoid iDterfereiicc (^ee
h of 0<rars>, Ail involute terth of the satue pitch ami with llif
if ohiiqnity work :unootlil} toRPther. The rack to Rear wllh an
liod wBcti has nirnieht foces mi its teeth, which make on angle
die lino of the tooth equal to the ancle of obliquity, or in tlu'
in the faces ure inclined at an ant^ln .if so*' m ilh rach other
le trelh of a rark which Is *o gear with iiii invulnle wheel if''ip
""" 1 the pttcb-line of the rack and AI = li '= the plt(3h. Thronpli
Int/draw EJi'atthe Blven angle of obliquity. Draw v4J?and
Icular to EF. ThrouRli i^aml Fdraw iini-s FrjO' and FH (>ar-
litch-Une. EQO' will be the addt-ndumline and HF the flank-
'd.'«w /iT perpendicular to AB I'liual to the greatest adiVwlunv
wheel.' of ::;:■ given pitch and obliquity ji\u» un r\V)»b.iw;>; tot
uai to y: ot the nddenduiu, Tlironifli K, para\V\ Vo AB.vXtk*
■Jine. '..J f roots of tJie teeth are pin ties \>e.vv>emV\v>i\ttT vuT'^ i
Mre planes lacUneii at (he same anRlw to ^B vn v\w ssnw
It » clroQUr arc drawn fioni a oeiar« on Dvve vW
Sftd
GBARHfO.
I
with ■ raditi* = tl.l InchM divided hy the diametral HMhiffJ
eulnrpHuh.
To Dratv an Angtt of li* K^fAoitf Htiny n Protraetnr.-
Due ,«(?, nitii nv'ii
on nr.
ihe ««
W. 1'.
inn sr.;
wlii.'l:
hulf .1
at E.
st*cl I '
and iIm
A P
wheel-*
tho axi's uf 11 >'4lt
altered to a c<m«]
wichniit in(<-rrFrlrii
fioii. The
variahlv al
justcii 1)7 niuvliiK Ih"! wheels farlher from or ii^urvr r
tlius be ailjiitiled so as tn be uo greater Ihan is iieor<j>ui } '■•
mill); iiT ihB teetll.
The rt^liitive merits of oycloldal uikI hivoliile-shapeil Uwtli i
jivt (>r ilisiiiite. bul tht^rc is nn Incrraging tttniliMicy to hiIk
lootli for nil pmiioKen.
Clark <R. T. D.. )i. ;84) says: Involute terth li<k\R llie
beiiiir too iniicli ItirliruMl to lb? radial line, \>y wIiIcIi an und
exerted on tha beanuK''.
Un«lii (ICIeiiieiitit nr Mnchlne DesfKii. 8tli nd.. p. 9H) ■ir> '
of action ia ordluaiily allogni at) a aerioug o)iJeclktn to iDrohiWl
liiHX)riai]<'e has pfrliiips bci'ii overrated.
Orar)^> B, arnnt (.-I'd. .VoWi.. Dm;. 26. t885i Bays:
1, The work iloiiH lij' the friuliou uf Aii liivoluie tooth btala
tlie«niiid u'oi'k for any |)ossibli> npicycloidal inotb.
•J. Willi ii«"iis<-t to work ilouw by friftlr.n, u eliaiKru of lh»
^ar uf Vi tt-cth to one of 15 teeth makes un iniprovamnut fut t
of leiiH tliaii 0I1U linir of one itt<rutiiit.
.'». For the li! tontli system Ih* inviliiti' lui« ,ili nli.|iit«f»
c«ul, and for the 15-liii.ilh systviii all nt
4. Tlinl n iiittximuMi im|ii'Ovt)iitei ou I
pIfKliml lir tht< ailopUuii of any \y
tO'^lh ill pri^fHreuee to tiie l;j-tootii \- <,r
h. Tlmi Til' ({Hum of very few twii . a
6. Thill theooinuiou upiiiiitti aiiii" .Itiiai
Itf In ifetieral in favor of the epicycloi'l is n. pi> jijaiow Uu
loiiir t.'oiitii]iie<l ciiHloiii, and not on an iDtininlc knonicdicr nf
of I hat curve.
Wll frill I^wls (Pro.- ' I
> rcuulion ill favor of tli '
an Involute tooth of lt.'i
ApproxIniBtion hy rirciil'
the actual tm^tli-rur^f 'Ui liie tlrau r
(rial wliiuh will glvt» approxiiiiali< i<
WjC
n* SfSWS"
"" \ P1TCM
-'^ff^
^7^-
Tin '»-
[
FORMS OP THE TKETH.
8!t7
litetiiiir tl)« clniAvlii^ niid (lie pattern of the Kcar-wtiecls. Tliia
» ciifve is coil] ;li«clrar»nce by n fillet, wliicli should be
iposKiblf to K streniJtih tn i)ie tooth, piuvifleil it is not
\f;\\ 111 oauKf H/i
irtli (rivcB the follow iiij; im-thfxl of i'onstriii:tli>ii hy circuUr »TV ;
e iiididl line (it ihp edge of the tooth on I hi' ptteh-lliif-, hiy ci(T the
' an aiiKle of '.b' with ihe radial Hut; uu tliis Ihie will lit- llie oit-
{ root AB awl tlie point EF. The iirms struck from these i-enlrex
in thii-li iiijfs. Circles drawn ihrtJii^h rentrps tliiis found will
in«?» in Willi h lim reuioiniriK cf iiti*es will be. The radhiK /).l fur
IM rcMit .1/; iu = pilch + lli« thickuexii of ihe tooth, The indius
ikiii^ the poiut of th« tooth EF = Iho pitoh.
U. (Irant aiiys : It is sometiiiips attempted to constniet the cuive
inndy method or empirical rule, but such methodit ai'e Kfueriill)'
»d Geam. Two et;ars of the E^ame pitoh and diameter niounle<l
le nu ilie same sliiiil will net at) h slnpjle gear. Tf one gear in keye<l
aft so Ihnt the teeth of the two wheelH are uot iu line, tiut the
10 wheel KliKhtly in ailvnin'e of II ther, the two gears foiTii a
i^ar. If mat«-d with a similar stepped geav on a parallel shuft the
' teeih in conlai^t will tie twice an great as in an ordiiifiry ^ear,
I iin-iea>e the NPienBth of the ({ear anil ils ^iiioolhiie>H of action.
ed Teeth. If uirreat niiiiilxM' of very thiu K<>ai'ii were pla<*tv|
• me >lit:h'ly in mlvnnce of the utiier, they would atill act asa
rear, (.'oniinnini; the KiilHlivi>ioM until the
of eavh sepiirate eeii r in iiiHuiteBiinal. the
the teeth insteail of being: i" ftep.s take the
opirnl ur twlsteil BUi'tace. and we have a.
tar. The twiitt may take nny Kliape, and If it in
•ction for liiilf the width of the t;ear and in the
lireclioii fnr the othfr half, we have what, is
the heriiinf-lioiie or dNjuble helitiol tooth. The
3f the twisted tooUi if twisted ia one tiirecili'ii
end thriuil on llie shaft, but if the heiTinj.'
t iii iiNed. the opilii^lte oblii|iiilies ueillrali.'.-
r. This foini of t'loih ia iiiiiHi ij*''l in hem-.
11 practice, where Kreat strentti b iiixl resisluM'''
ani ueeestuiry. They are fn-qnenily made of
Inn (Fix. li»i- The on»,'le of the tooth with a
lello the nils of the gear is iiRiially 30°.
Geam. -If a iwisted gear has a uniform twist It becotues a
r Tile line in which the pitch-surface Intersects the face of the
»rt of a helix di-awn on the pitch-surface. A spiral wheel may lie
h only one lielicnl tooth wrapped around the cylinder several
ihich It beconieH a s»;rew or worm. If it has two or three leeth
d. it is A ilouhle- or liiple-threailed gcrew or worm. A spiral-jfear
Ilia a rack in iixed to drive the table of some fornix of planini;-
tasearluii;.— When the ares of two spiral geam are at riKui
' heel of one, two. or three thread* worko with a lurster wheel
ds, II becomes a worm-gear, or endless screw, the KuitUIer
I
I
no. 160.
I
• hrintr cuIIimI the H'f>rni, and the larger, or Artvew nsA^^hN.
'iiih thfH ariaugewient a hluli relocity ratio u\o,v Vi«b W*'
- of iriief is. For a one-threaded wheel vVi« veVtisftVS 1
GEARINO.
the number of teeth in the worm-wh«el. The worm ut^ whnt\
mniily so constnjcteil that llie worm will drive thewbwl '
not drire tlie worm.
To find thf tiiiinirtfir nf n v^rm-wheel at the throat, "'
pitj:h of I lie worm kieiiie (ri>>?ii: Add 2 to the iiuintjer of !
sum by 0 S1^3. and hy Hit- pit Hi of the worm in inchrs.
To.rturf fur itiiniftpr o/ ((fCi, ilinmet«?r <»t iliroat ami in-
KJveri: Divide" 3.14115 time* the. ilixiiiifler by Ihe pitch, a''
t.be quotient.
lu FiK. 181 ab is the diatn. of the pttfh-ciivle, erf In tlie <3i
ExiMPLE.— Pitch of worm hi in., niitnlier of tiwth TO, r
at the throat. i;(» f- 2| v .HI'S .; ■i% = 5.7S In.
Teetb of B«TeI-tvhevlB« (Rankine's Maohiuer.t
The teetb of a l)evi-l -wheel have aotiu^ siirf-iees of the
prated by the moiion of a line Iruvensitig the ajiex of i
surface, while a point in it ia carried round the trikc*!) of
spherical surface described about that ajiex.
The operations of dniwinp tlie trai.t*i of the t«?eth of br>
whether l>y involiitiwor hy rollintrciirveB. are in ererv r ^
those for drawiDi; tike trace-y of the teeth of stpur-wtM--'- ■
caaeof beTel-whe«lK all those oiterationii are to be |
of a sphere deacribeil atmut the apex. Instead nf .
poles for centres aiad (rreivt circles tor ^traiKliT '
In consideiBtion of the practical diflilciilty. •
wheels, of obtaitiin^ an accurate spherical »\v
when obtained, the following approximate intii..->, ,....i
TredKold. is generally iise<l:
I..et o, Kig. 16J, be the common apes of the pitch-con-
pair of beirel-whecls; OC, OC, the axes of those coi--- '
tact. Peri ■
AlA', cuttii
make the otii
and of the
coi>es ABl.
row ion. -■
be mi Hi
poaesi
II t^
Fio. 162.
.•ly. A I: th
TelopnientK
,.ir.-l^.i //; '
faces AHl, .-I'B'/are spread out Hat. I '
develo|ied arcs an for a pair of (ipiir-«
on tlie fiorinalcones, .so aiv to make theLLt . — ^.^..w ...^u ,,
trace the teeth on the conical surfaces.
For formula! and instnictions fordesiiminit bevel-«c*r».
valuable Inrormatiou on the subj^-i'i ,.i ....ini.i- ^,t" |.,
liearlni;." and "" Formulas In fleiir
f'o.j and "Teeth of i.;enr8,"' bv
student may also eon.'tiill Rank'iu • . .. . ...
Con-tiiictor, and UnwinVs Elenieiils of
Geariii>r. I)y L-. W. Miicr..rd in Apfi, Cv
Alinulmr and DKrerentlnl (;.
Aug. -.'l. 1HI«J.I-In in».-
etrcle* for faces and il
diaiuetera of the pinioN .. , .^m tii^j m
difference or It may !>.• Wrs; it il i> .>^ual. Ibe faces of tlw .^_
irhitrl will drive the facrs as weU ft^ vW- Akti^lk >t* \\i» uh^ «( (
K /ji
■ ...iwork. n
iL-n. Bmi al»i
II.
W. BaJch.. Ji
Mounv uf tWil
iilT»r»«x»i in
ulll IIMy l« «M
Till. «eeth will therefore i\>>iV.« c««vUip\, -wVOx t«^u lA^Mt <*<
I tn,"ih.curv#« Tor \tl\eTcYv»wKeo,V.V «e»T»w^*jj|'i
[
EFFICIESCT OP GEARING.
899
. ■ or teeth in Uie internal gear should exceed the number in
r 18 or more, if tlie tent li ai-e (it tlie customary proportions and
led in iniercliniigeable iroHrinK.
a less difference is desiralili", and tlie teetli may be niodifled in
I to make iIiIa po8sible.
e tooth curves ivsultimr from smaller describing circles may be
These will xl'f ti-eth which are more rounding and narrower at
nd therefore not ns drslrahle as ihe rej^ular forms.
Pile tliw of the teeth may be rouiidfd until thi-y clear. Tills In a
method which aims at modify ing the teeth to such outUiiBS aK
Tilling circles would Kive.
ue of the describing cireles may be omitted and one only iiwd.
M< equal to tlie difference between the pitch circles. TIiIh will
ueshinj: of gears differing by six teeth. It will usually prove
to put nheel» in inside f^ura tliat differ 4iy luuch leisH than I'.'
ir diametral jiiich anil standard tooth forms are d^'terniiiiHl mi.
r to » lrl<-li the internal jj-^ai blank in to lie boi'etl Im caleulaieil by
8 from the nuiubei' of teeth, and dividing the reumimler liy the
tcb.
outlines are the match of a spur-Rear of Ihe sanl^« numUer nf
ametral pitch, so that the spur-Kear will fit ihe itileriinl i;eiir as
it« die-, except tltat the teeth of each nhouKl fail to liottom iu
Aces of the other by the cuHtonmry clearance ol^ one tenth (lie
' the tooth.
gearing la particularly valuable Then employei) in dilTei-enlinl
is Is a mechanical movement in which one of the wheels i»
a crank so that its ceutre can move iu a circle aboui the centra
wheel. Means are added to the device which restrain Ihe wheel
c from turning over an<l c'oiitlue it to the revolutitiu of Ihe crank,
of the number of teeth in Ihe reTolving whec-l coinpiireil with
ce between the two will nprcspnt tlie ratio betwi-fii the revolv-
iid the crankshaft by whicb the niher is caiiii^'d. The advan-
ompliabinK the chniiKC of sijeed with such uu arrauReuient, aa
fith ordinary sfiur-Ki-ittinK, lies in the almo!it entire absence of
consequent wtar ijf the teeth.
le limitation that ihe dilTervnce between the wheels must not bo
je possible ratio of speed iiii|;ht be increased almost liidediiludy.
r of differential gears made to do the service of a whole train of
the problem is properly worked out with bevel-cears this liniita-
e completely set aside, and external and internal bevel-^eani,
' but a single tooth if need be, made t-o mesh perfectly with each
al bevel-gears have been used with ailvantage In mowing nia-
Jescriptiou of their construclicin and operation i» given bj- Mr.
) article from which the above extracts are taken.
h EPPiriBNClT OF GEARING.
|m aeries of experiments <<n tlii^ eftli^iency of gearing, chiefly
plral gearing, is described by Wilfred Lewis in Trans. A. 8. M, K.,
le average results are sliown in a diaicram, from which the fol-
oxiiiiate average figures are taken :
ITlt^lBNCV or SPPB, SPtBil,. AND WORM OkaRISO,
902
QEARING.
Tbevaluegof 4 In the above table ure (jirpii iiv Mr l^nrlt
theabeenoe of sufficit^nt diita upon wliUrh to I ■
they have lMt^■n fouoil to jjlve sulisfaptory resi
Mr. Lewis gives lh>' following •■xamiilf tn ll!i..
tiCt It b« requireil to find llie wortlng strenfftli c.f u ii t-wiH
iDoh pitch, Scinch face, ilrivini; a wheel of GOteelli at 100 fn<<
niiiiule, and let the teeth lie of ili-- Aulntu*!
form. In the formula n'= »p/i/ "•
pinion .1 = aXK). fj/ = a 6. and v = 0>
(V '* ' ' j^^) ▼allies togefbcr. we hnve ir — ;rj
I -v .^K .t^m'l -^e have v = -184 a>iil "^ = "-'<'•
The cast-iron pinlnn is.
Strength; but if a steel pltu
■ = 90,000 and It' = 3900 pouKdt,, Oi vtUiclt
tbe wheel is the weaker, and it Uier«ft«v '
measure of strenRlh.
For lievel-wheels Mr. Lewis ft'''''
ring to FiK. laB: D = larg« dl.i
small diameter of bevel; p — pli
n = actual nuinlier of teeth; / =r f
matire number of teeth =; n >: »i .
corresponding to radhis fC ; jt ~ i.
Fio. 163.
■bape of teeth and foniiative number N ; W s'workinti luail uo I
I
W = «p/v
If -d*
or, more alraply, W = 'pflfh,'
which gives almost Identical resuluwheod is not less UiaiiHft<N
case ill |>ood practice.
In Am. Much., June ZS, 189S, Hr. Lewis grives ilie followlDC n
...... . . .^
the worltlng streni^th of the three systems of g«ariik^, nil
closely with those obtained by use of the table:
For involute. ao» obliquity, IT = «/i/(.l.M - — )j
For involuto 16*, and <7cIoidal, ll' = *p/(^.i« - ^ — );
For radial (tank system, W= «p/( .0T5 — ^—^ ) :
1
I
In which the factor within the parenthesis corresponds to > taths J
furmula. For the horse-power transmitted, Mr. liewla's frensnl i
W = itpfy, ■
1«,OOOH.P.
may take the form H.P.
velocity In feet per minute; or since v = dw y. rpni
wlilcii (I = diameter in inches and rpm. = revolutions |)er mloui*.
33,000
sp/iixdy. rpm. _
138,0M
oooimteaiUpfy X i
It must lie borne in mind, however, that in the c >
CiiiiMliiie power iiitermltti-ntly, siilIi as hUiK.-hiiiK ;i
the Keiirini; should be riesijrned with reference to i
he teeth at
STRENHTU OF GEAU-TliKTIl.
003
n Bl 200 -s- 60 = ^ feet per second. Vi f 0.6»T = V 8.1«7 = 1.78,
010
P.= i-^Vpf=- .671p/r, or about 82^ of the rosultgivenby Hr.tiewiVR
K. Tlii« i8 probably as close an agreement as rjiii be exj)ecte<l. xince
[arknem derived bis forniiila from an invpHtif^atinn of ancient prece-
lad nile-of-thumb practice, largely with i.'otnnion ca.st gean?, wbils
■will's formula was derived from cojieideratloua of modem practice
achine moulded and cut gears.
jovris take* into consideration the reduction In worliinR strenjfth of a
loe to Increase in velocity by the flgnres in liis table of the values of
t working stress * for tllilerent »i>eeds. Prof. Harltness (fives eipres-
the same reduction by nieaus of the denoininnCnr of ni§ formula,
V.KV. The decrease in strength a.'i oomputed by this formula is
that le.ss than that given In Mr. Lewis's table, andas the flgure* iflven
tftlileare not based nn aecurnle data, a mean lielweeii the values given
'formula and the table Is probabl}' as near to ibe true value as may
slued from our present knowledge. The fnllowiUK labln pive» the
I for different speeds accordini? to Mr. I^ewis'B table and Prof. Hark-
tormula, taliine for a. basitj a woi'kine slreMt n, lav vasl-iron 8000, and
!cl u'O.OOO lbs. at speeds of 100 ft, per mivute and less:
Med of teeth, ft. per mitt, .
ft. persec..
.ress (, cast-iron, Lewis. ..
le do- « -!- 6000
1- fl +0.65F
re val. c-«-.698
100 X (c -*- .898)
if « and <!, cast-iron = Xf
' •* for steel = s,.
reM for steel, lywis
ICO
200
300
em
900
law
IBOO
m
am
3M
6
10
IS
so
3400
30
«oao
4800
4000
aooo
2000
1
.7fi
.6
.li
.87fl
.3
.35
.8830
.saat
.4S.10
,3850
.30M1
.«79
.**»!
1
.Hn
.7(K1
..M6
.4.19
.SS5
.318
800C
(MSH
5IXKI
•laiw
a'jia
StMtl
2.544
HOOd
ojoo, saw
^ln(l
;roii
svno
2300
atiooo
is.TOOirwoo
10:iOO
fiuo
GHIKI
5700
3O00O
15000
12O00
JOOOO
;.tOO
(MlOO
sooo
iMOO
40
ITOO
.St 25
.377
W16
aooo
41100
4S00
inring- the two formulas for the cose of ir = 8000, corresponding to a
if 100 ft. per min., we have
SM: H,P. = 1 1- t'l+O.tlsr X .ilOVpf = .W5 X .91 x l%p/= \M)pf
■ "•'^' - 83,000 - 550 550 " ■*< «P/».
I^Taries accordlnj; to the shape and number of the teeth.
V- .061: Qitiip/u = 1.2fl0p/t
•dial-flank gear with IS teeth
0» iuvolute, 19 teeth, or 15" iuv., 27 teeth y = .100; •ii.Sipf
0° involute, 300 teeth y = .160; •i'i.Up/i = 3.636J./."
the weakest-shaped tooth, according to Mr. Lewis, will transmit LiO '
It more liorse-power than is given by Prof, Hntkness's foniinlu. in
the shape of the touth Is not considered, and the averat'e-fhaped
accflrding to Mr. Lewis, will triinsmlt more than double the horse-
given by Prof. Harl<iirs'<'< furinntn,
»parl«oii or Other Formulie.— Mr. Cooper, in summing up
.iiiinaiioii, si'lecied !>n old t^Tigtish rule, which Mr. Lewis considers as
ibly correct expres-xioii of gond general averages, vis. : X = aOOOp/,
'eaJcing load of tooth in pounds, p = pitchj / = face. If a factor of
of 10 be taken, this woiiM give for safe worlitng load W — iWOji/.
ge B. Grant, in his Teeth of Oeais, page 33. takes the breaking load
»/, and, "itli a fainor of Rafeiy of 10, gives W = 30*>j;A
ram's Pocltet-Uoolf. -JOlh ed , 18»l, says : " The strength and durability
-Iron teeth reqiiin' iliat Ihey shall transmit a force »t %0\Vitt,T^K\\\<5vk
h and ptT lach hrfU'lth of face." This is equWaVeiM vo VT = ^fipj ,««
r of climt given by ilie KitfflMt rule. i
Haiaer (Clark g P.'ckft Book> glvea a tab\e ca.\<:M\«kV«4 ttoW'j
tZ*«*/.«„« ^,ve i[^=j^ 5 Zu.X'^.
trmulw tnnaformed give rr = issp/ a«d W = «\ftj»y. ««««<
904 GEARINQ.
Unwin, on the aasumptioD_thac ibe load acts on 'h
dei'ives a formula p = K V'W, In which X" i» ■ cc*n'\'
{kIiiii^ whefla. Its values lieinR : for slowly rnoTliifL.-
THHoh vibratliiii nr shock K= .01; in ordinary n
groatei' sp'H'd on-1 oiibjeol to considerablf riljratjor
tiuhjfctt'ii lo exo-sstvt- vibration and shock, and in n
Re(Jucv<i to the form Wzz Cuf, assiiminK that/ = -;j.
ir= -JSipf. iOOpf, and 13W, resi^-ctively-
UnwiD also gives the fullotving formula, based on the a^-
prEwsure la diatrlbated alonK the edge of tba lootli : p^St^l^
where K, = ahout .0707 for Iron wheels and .0&18 for r ■ -^•
the bi'eauth of face is not leas than twice the piloh
and the given valueH of JT, this reduces to ir -
respectivBly,
Box, in his Treatts* on Mill Gearing, gires HI". = ^'^'^'^,|
= niinilierof revnliiMons per minute. This formula differs fn
niculHrn formulae in ninkliig the R P. vary an p»/. instead of I
Uil.s resiject it is no doubt incorrect.
Making the H P. vary as f'tiii or as ic. itisteaU of directtjrl
the velocity a factor of the working stretiglii as Id the Harknc '
!/« 1
foimulsB, the relatlre strength varying aa -^—, or •■~7', whklltefl
velocities is as follows :
Spevil of teethln ft. permin.,!; i^lOO 900 300 6O0 SW HN III
Relative strength = 1 .707 .S:4 .406 .tat .M H
Showine a somewhat more rapid reduction than ia arlrrn b; Mr. I#«l
For the purpose of comparing different formulae ihey may lit m
reduced to either of the following forms :
H.P. = Cp/f, HP. = C,pfd >; rpm . H* = ni^J
ill which p = pitch, /= face, d = diameter, all In lncb£» ; r^H^
feet pur minute, i-pm. revolutions (ler minute, and C, Ci Mdi^B
The formulffi fur transformation are as follow* : ^^M
HP "'" _ O^ '< rf X rpm. ^B
■ • '^ S3000 ~ K'C.OM •
V dx rpm. >v . jv qo ^al<^B
JH C, = .S618C; e = 88.0000! C^S.tOOt . = ^g; e s nMM
speed, and is equal to »y •*■ 83,000, In which y and • on liw vi
tlie " ■ ■
Til the Lewis formula C varies with the form of ttaft
led. and is equal to
! table, ami c = «y.
In the Uarkness formula 0 varies with tba speMl and la f^u*! W~k
( r being in feet per second). = """^
H +.01 10.
In the B<>x fiirniula c vgiies with the plteb Mod atoo wllb I
P<i^uaj,'>^;;^;>''°- = ..»&«. -^^. c^>w««,^,
V = m ft nei '■ Vi •• to» « = «» ^\
[
FBICTIONAL GKARLKQ. i^Ofi
OF DlTFEBENT FoBHCLS FOR STRENOTU OF CJEiLR-TEETB.
I'lcing pressure per inch pitch and per inch of face, or value of <■ In
^■ = cpj:
V = 100 ft. I' = «oo rt.
per min. per niln.
eak form of (ootli. mdial «Unk, is teeth. , . c = 418 iwe
sdiuin tootli, ln». 15°, or cycloid, itrteetta.. c = 800 400
i-ong roriii of tuoib, or cycloid, SOO teeth. .. c= laOO 600
Average tooih c= 847 184
hot 1 inch pitch c= 77.4 81.8
" S iiicbes pitch c= 239 95
In which r Is independent of form and speed: Old English
(00; Gmnt. c = 350; Nyalrom, c = H); Halpey, c = ISM; Jones &
I, c = 218; Unwin, c = 8*8, SOO, or 1.39, nccording to speed, shock,
[Ion.
le gIvHti hy Nyslrom nnd tlioso priven by Box for te^-th of ftmnll
■io ninch smolW tliati thiwt- given h\ Hie other uiithoriti^'H that tliev
iJecitHl as havlQK nii! entirely unnecessary surpluK of KtieiiBili. The
'en by Mr. l^ewis sewn in rest on the innst loglcHl luislB, llie form of
>■ Wfil am the velocity beirR considered; and since they are s«ld to
en satisfnclory in nii cxU-nilrd iiiaoUine plod ice. iIic.t mib.v becon-
f]iable fur seal's that are so well nuide that llic pivsHiire Iveurs
face of the teelh inslend of ujion the corners For rough ordi
E the olil EnKllsh rule IV = iOiipf in probably as good B'* -iiy, ex
the fl^ire iUi may be too hi^h for weak forms of tooth and for
da.
•mula W = iOOpfis equivalent to H.P. = ''^'^ ^'^'^'"' = ^' °'"
H.'!RT3f<« X rtiin. - .n0B0CH/</u.
nnni'Speed orCeartnK.— A. Towier, Ena'a, April 19, 1BB9,
ife tlie iiin.iliiMJHi speeds ut wlileh it was possible under favorable
I to run toothed gearing sitfely as follows:
Ft. per mta.
U7 cast-iron wheels .. IttOO
kl " " " 9400
le aioo
ary cast-steel wheels 8600
il ' 3000
il caat-ii-oii mnchlne-cut wheels 8000
!>]entan Sellers (Stevetia ludlcainr, April, 1803) recommends that
m not run over 1200 ft. per minute, to avoid xreat noise. The
tg. Co.. Cleveland, O., say tlmt 2aOO ft. per iitlii. for iron pears and
>r wood find Iron (moitlse Bearsi are cxcepslvc, and should be
'pos.«ibU'. The Corliss engine iil the Philadelpliiii l''xhibilion (1870)
whe**l 30 ft. in diameter rnnnuif; H^i rpm. pearetl Into a pinion 12 ft,
le speed of the pitfliline >vos MrKKI ft. ;>er mill.
^▼7 raachlne-cnt Spur-iecar wa^^ mode in ItiSl by the
fg'. Co., Ulevelaml. O., for u Uiiiiiiou<l mine in South Africa, with
IB OS follows: Number nf It-i th, lOs!: pitch dinmcter, 30' BM"; face,
I, 8"; bore, 87"; diaoieter of hub, 9' S"; weight of hub, 15 tons; and
:nt of gear, GB-)^ tons. The rlin was made in 13 sepnientB. the Joints
•nieiilji being fastened with two bolts encli. The spokes were bolted
Idle of 'he sfiiinents and lo the hub with four bolls in each end.
,onaI Gearlag.— In friclional gearing tiie whrels are toothless,
wheel driven Hie other by means ot the friction between the two
Wlilch are pressed together. The,v mft.v he used where the power
ISinitted Is not very great; when the speed is so high that toothed
Wild be nolsv: when the siiafts require to he frer}iieiitly put into
»f Rear or to have their relative direetlon nf motirm reversed; or
idealred to change the velocity-ratio wliile the machiucry is iu mo-
I the case of disk frietJon-nheels for changing tVve teei Vn \t\ttcV«»»
t Oie normal presmire In pounds at the line ot coviVacVVj'v Ni\i\.c>x
t »re pressed togettiM: T- fangeiil.lal vesUtaxice ol Mt\e tV\ifw
mlfnenfconlact. f= the coefflcieiit of friction, V ^ v\\ei N-eNocj^
b-turfaoe In fet-t. per second, and H.P. = tiorae-V"^'"*^^ ♦.
gumi to or leaa than J^P; n.P. = n* -t- 560. t\ie vttWe ot
I
I
I
I
HOISTING.
niet&l on metal may be taken at .15 to .SO: for wood oii m»ial
fur wood on eonipresHed paper, .90. Tht- •
Its liii;h as 80 lbs. p«r inch wliltli of face <•'
conipanied by grenl pressure and fricliui;
In friotional (trooved KvariUR circunifi
cut in the faces of two whetls in eotii
wheels together, Bud N = the normal i^
(sin rt +/C08 (I), in which 3a = thn inclii
and the I'naximuin tangential avuilablu i'
Bides nf the (froovpa to a pUn-* at rielii ai, ,
Prlrdoual Grooved Gearing. -- .v •i.i <.r rnci^uu
initliii^ IdOli.P. is on a steHin-iirt*iiKe d»-.»M:rilifd in tVoc,J
ISft^. Two grooved plnionn of Si in. diani., with a cronvtw «
an>(le of 40° cut on their face, are Keared intt> two w)ie«>li
similarly grooved. The wheels can be tlirowu in and otit
oi>eratin(c eccontric htishen on the larg« wheelMii.l'i I li«l
Kpeeil of the wheel* Is &botlt SOO ft. per mln.
if half the power is trammitted throueb ea<:i iH the tu
force at the I'iinK is about 3900 IbK., requiring, if
elflcient of friction 0 18. a presaure of TSSM lb&. betwe
pliitiu to prevent Klippiiif;.
I'he wear of the wheels provini; ezces.sive. the (reara wer«1
R-ear wheels and brake- wheels with steel brake-bands, wh*
lian prov'n more durable than the (frooviKl wheals. Mr.
states that if the frictional wheela had tieen run at a higher i
would have been better, and s^jm they ibould run at I
HOISTING.
Approximate fVelcbt and StreniEtli of CeHUicc
and Lockport Block Co.) — dee also pai;eH SHil to X4o.
SiMin
Cli\!um-
ference.
Slxeln
Diam-
eter.
inch.
li/ia
Weljthtof
100 ft.
ManUa,
to lbs.
IS
lit
SO
24
JW
n
18
4S
61
M
OS
StreiiEtli
jf Mtinila
Huiie,
in lbs.
4,000
n.ooo
7,500
9,000
111,500
I i ■.'.'«
11,000
ltt,000
16,008
90400
Size In
(.'ircum-
CerencB.
inch.
7
Slaeiu
Uiam-
eter.
w«tc<bt«ri
jflOfLn<»
Intte
1 » ■!«
mrorklnc Streng^tb of Blocka.
Keenlar Mortise blockH Sin^cle and Wide
Double, or Two Double Iron-
Klrapped Blocks, will hoist about —
iB. M U GHocikOM
Mnnise and Extia
^inkfleaod DoubX^arl
rrnUhy PniC ■. H. ThMMM
«
I
WoHx or Botsnxs.
Load of 3000 Bib.
aj.so ni.50
69.00 si.on
ri.wi «.»
73.96, «.04
75. M: -.M.St
TT.OO iS.OO
81.03) 18.0;
1 rtJ fc
.40 ^ il
jci.n:
* '•J
te.
UK ,
•4.0
at.
CIO* 1
K.»
H*.
Ki»P
».«
M».
tfgsa*
ts.»
ttJi
t.**
M.«
SI.
m.Mt
S5.M
sw.
KJM
«.W
4».
a^eoo
0 n
s a 1 ap
10 4I> 1 ■'«
« «> 2 50
o.n J »
U W 1.81
> «et <.75
11 OOl 3.75
it*
.99
No. 1 was We«tao'« oiplex Uoek; Ro.1. We*MNi'< dUrercBti*!: X<l4
'(Eton's imported. Tlie od»m were from differeat malcei*, aboae aajma
■p not (riven All the bloAs were ot oecUMi cmpadlT.
Proportfona of Cloaks. — Tlir foUowinif fcnmilf mrv pvea b]
eiiry K. Towiic, in his TremtUe on Craaea, aa a tcaoh ot an exteoai'n
rperiiiieatal and Diatbemalical Inresti-
ttion. Tbey apply lo books of capaci.
m from 2S0 lbs. to 90,000 lbs. Each siae
' bcx>lc io made from some commercial
He of roiintl iroo. The basis in each
ise is. therefore, the sise of iroo of
hich the hi>ol( is to be Riade, indicated
r A ill the dioKi^m. Tlie dimension D
arljitrarilj- anSitraed. The other di-
lensiOMX. fut Riven by tiie ronnule, are
io««> which, while preservinB a proper
eariDif-frti'e on the iDterior ol the liu'.tk
the rop*^ or chnini^ whicii may be
" lhr»iie:h il. Rive the (rivate«t rv-
to spreading atid l" iiliniiai«
atv. wliioli the airiount of inaieri^kl
) orig'inal bar adrnitK of. The syiii-
lol A is usi-d to indicate the nominal ca-
locily of the hook iu tons of -OffJ lbs.
?he u>miuliB whifli deteniiine the lines
if tbe other parts of the hooks of ili«
everal Mzea are as follows, the nieasure-
IMnta bein^ all expressed in locbes;
+-1.2R G = .7^n.
1.00 O = .3(18 A 4- .00
.80 Q = .64 A-f 1 60
ar tbe
nhe oi
I = .MA-)- I.I
P = .83 A 4- -I
M = .tOA
If = .85B -
I/e .800^
The dimensions A are necessarily lia.sp(1 upon llie orrlinary merchant *iv>
if round Iron. Tlie Hires whicli it lias been tuuud \»;*l lo w\ecV tt-te V\
loUawiujr.-
ilcjr ot book:
H H 1 Iki
itoii .4:
it/ie ft 1 t/te i^
i«
VA 2Vi «V^
i
A
910 HOISTIKO.
h, = reduced lelkgUi of tope in I aUocIimI in asoendtng c«g»;
h% -=■ Incre-ased length of rope in I attAofaed to deao^nUUic c«|tC
\D = weiKht of roi>e per foot in pounds. Tben
pysc.
Applying Ihe nbove formula when ileslfrninK new ei)(tln»«, *
found iliat 30 incites dlRinHtcr of eylinders would |>ro<liKv nq<ul i»««
balanced, to those of tiie 36-iuch cylinder in use, ibe Uticr bH«
Bnced.
Countprbalancinx may be cmploywl in tljp followlDir niPtb'Td" ;
(11) Ttipvifng Hope.— At the Initial stai^.'e tlie laprriiig tnpf < '
wind from greater ilpyilhs than is possiljle writli iu|w<« i>f unl^
The tliidcneKd of such a rope at any point should only I"? vtet
bear llie load on it at that poiut.
Witli taiicriiiK rones we obtain a snmller differenctr )>olwe<fnl
final load, Init ilie dilTerence is still considerable, and for p^rf
tinn of tile load we nui^t rely on some oilier reH«>uri'«- ri ,.. r
ropes la to obtHln a rope of iiufform strength, ihitwi
the weielit is least, and thicker nl the drum end kIm
ih) Thh t'ounterjioUe Sysift^t consists oT a liea-v .
down a staple pit, tlie motion Ijeing obtained liy n
drum placed on tl>e same axis an the uitMlin^ dniin
the cliain bani^ in full lenfsrth donn the staple pit n
the windlnjt; in the centre of the run the wliole «i
boitxim of ihe pit, and, flnully, at the end of the «
has been rewouml upi>n the small drum, and is in u.
waK at the coniinenceiiient.
(CI /.oil i/prf-iivi poll S]/ttfm. — A. plan, formerly much
have a loaded wa^on ruiiniDKon a short incline in plu.--
Ihe rope actuating tliis wagon being Ciiutiei-trd in t '
above to a subsidiary drum. Tiie incline was ooiinr
iiienceiueut. the iuolitiation (ifraduully decreasitift |.
liiliK of a winti tlie wagon was ut the top of tiie incl i :
of the run );radiially passed down it till, at Ibe iii>
exerted on the engine — Ihe wuKon by liii- I'lni- l,.ir
latter ymrt of the wind the resistance m
it« hn\'ine to pull Ilie wuf;on up the in-
from nothing at Ihe meet of cauesto its^: , -
of (he lift.
Id) TUe Entlleiu roi)f Suatem U preferable to all olherx. If
dent sump room and the sliaft is free from tubeo. rr<.<. 1 1. ■
linpedimenls. It consists in plucliiK l>eueatli the cm
in diameter to the windinp rope, and, after conveyit
Btlaclied beneath the other cape.
1*1 Fim fiiipi/K Cuilinij on Hfeh—T)
tain eqiiaii74itioQ. fur ilie raiiins nf ilie <
increase, wliile that of tlie di-scenilin(4 '
ipiently. as Ihe resistance decreases n> Ibr _
increa.ses, and as the iMnver increases in the '■■ ■■ H
Tlie variation in the leverage is i< ronMimi _ sq(
IhicknesR of the rope where it is "
Uy Ilie ahuve means a reniHil. .. thf l<vatl
tabled, thei'iilv I'liir-iMum Ih'hu i
and only i
CBANES. 911
- the other bead-Kear pulley, i» connected with the seoond cage. The 1
'rope thUB eiiclruws about half the periphery of the drum In the I
anncras a drivin;.'-lielt on an ordlnor.v pulh-y. There ja a halanea
lealh the ciiKi^s, i>UKsiu3 round a pulley in the 8ump; the arrauHe- i
ay be likened to au eadles« rofw, the ttvo cat^es behig simply po^te |
luuent.
BEbT-€ONVE¥OR8.
a<«lev«tors. American Orainelevators are described in a
f E. l^ee HeiUenreioli, read at the International EnKlneerlngr Con-
ChicaRO (TraiiB, A. S. f :. K. lH!»3i. See also Traus. A. S. M. E. vii, 660.
!• Tor carrying Uraln.— Flexible-rubber bands are exleu-
led tor carr5-inK Kraui in amJ orouiiU elevators and warehous>»s. An
n the gi-ain-storaKe wart-houses of the Alexandria Bock. Liverpool
ist. M. E., July, 1891), descriliea the performance of these liauds,
tiuif three niilea Id length. A band 16}i IneheK wide, It-TiJ feel loop,
9 to 10 feet i)er Betoiid has a carryinif capacity of 50 tons per hour,
paper on Helta as OraIn Conveyors, by T. W. Hugo, Traus. A. 8.
.400.
f^nK-baiids or Belta are iiiied for the purpose both of sortiiie
of removiij); linixirities. These carryinp-lmndsniay be sakl to 1)«
to l«o desopipiluns, namely, the wire belt, uliieh consists of an
lentil of woTfii wire; and the steel-plate belt, which consists of
tree endless cbuins, carrylne Kteel plates varylDg in width from ti
) U inches. iProc. Inst. M. E., July, 1890.)
CHANGS.
Iflcatlon of Cranea, (Henry R. Towne, Trass. A. S. M. B., iv.
I'laed In ILtMing. published by The Yale iS Towne Mfg. Co.)
St is a machine for raising and lowering Heights. A Crane is a
h the added capacity of moving the load in a liorizontal or lateral
I.
I are divided Into two claxaes, as to their motions, vlx. , Rotary and
ior, and Into four Kroups, as to their Houree o[ uiot Ive power, viz.;
—when operatt*d by ntanual power.
,— When driven by power derived from line shafting.
, Eleclric. Hudia'iUic, or fnenmo/fc.— When driven by an engine or
ttached to the crane, and operated by steaiu, electricity, water, or
iinitted to the crane from a llxed source of supply,
ofiw. — When the crane ia provided vritii Itii own boiler or other
ir of power, and is self-propelling ; usually being capa.ble of both
lid rectilinear inoiioos.
' and Rectilinear Cranes are thus subdivided :
HoTARY Crakes.
[tig-eraiie*. — Having rotation, but no trolley motion.
-crime*. — Having rotation, and a trolley travelling on the jib.
umn-iTfiiira.— Identical with the jih-cranes, but rotating around a
unm (whicli URimliv supp<M'ts a floor abovt^).
(ar-crnne*.— navin'g rotation only; the pillar or column Vieing sup-
DtireJy from the foiiuilailun.
lni-./io-craiie«.— Identical with the last, except in having a Jib and
lotion.
■)-irt-ornnc».— Identical with jib-cranes, except that the head of the
held in position by guy- rods, Instead of by attachment to a roof or
i/Jki?io-cranM.— Consisting of a pillar or Jlli-crane mounted on wheels
nged to travel longitudinally upnn one or more rails.
M?no(u'e-craiie)).— ("orisii.stlng of a pillar crane mounted on a truck,
rided with u Hleatfiengine capable of pru)i«lllng and rotating the
id of hoisting and loiveriug the load.
Rectilikeab Crakbs.
Hffv-emn^f.—HariaK a Hxed bridge spannktiK a.n opcnVc^, va^ ».
orlag across the bridge. -^m
M-eivnes.—CoaBiatlnc of a truck, or sUoi't 'brtdKe, ttaveWVo*
^ oa overhead rails, and without troUev mot\on.
wcit3, taa a trolley moviug traiisveraely ou vXw \.r
I
I
i
InutM
A t<arar« TrittetnnB-rniiie, ilesTf^ned ancl tiull
Khk'"'^''iiiK *'"■• AlliBin'f, (I,, for iljt- IS-iDcli-ijfiin sdiop at;
Siivy YurJ, !■< ilwK'riljwl In Amnuiiii Mnrhiniiif. June 13,
l.vi I'lPl tons; iliMflnce Irt-twHcij ot-iitii<s of iii#i(i<? rails, 50 ft. 6
cuioH imvel. 4i ft. a ill.; cffeiTin- lift, 4(1 ft.; four S()e«'ils for ii
4. and H ft. por iiiiii.; l<ui(l!ifortlie««' uijeedx. 15l>, 75. HTj^. andl'
lively ; traviTsinsr sp'^'ls of liollt*_v iiti liridgrf . 25 aud 50«
m|i«mIs nf liridjif on main track, 30 aiij 60 ft. per minute. "
fiiiplov""! fur ill l»l"L'.
A ISO-toii Plllar-4'rane wa» etH<c(e<1 in ISEtS on]
(IlioiKo^^ Til'- Jill i^ forliivxl of two iit*«l tiilwH, each 39 in
IniiK Tin- ruillus of swi-rp for li<-av>' liftH is C.'> ft. Tlio jib 1
oonutorljaluiicfd liy n bulhiiee liox vv*-lifliti>J with 100 toiia o(
piiDolilniCs. Ill a tBKt u 1.10 ton load »v»s liftetl at the rateot4
and II i-oniplcto rovoliitioti imule niili thl>< toad in 5 mlnul
July '.ti. iNli-l.
ruin|>reaa«d*iilr TravellliiK*rrane«.— Conipr
tittii'llio;; iTiiiiei li.ivi- Ijfeii built by tlii' Ijini- Jt Bodley
TliHV «ri» of 'W tons nominal capncily. each aboiii 50 ft. span a
of travel, niid are of the ti'iple-tnoior type, a pair of siiiiple rei
lieloK Used for caoli of tlie uei.-eH>yir.v ojiepatioiiK. the pair of
biidee and tim pair for the trollt-y travel beine eacli .Vlncl
HlioWe, whil*- the pair for hoist iiiK Is T-lncdi bore by 9-iiitJi
forniwbcsl by a conipre>4.sor havinj^ .«iteaiii and air cylinders 4
and I'J-lii. stroke, whk'h with a bolli>r pieMiureof about 80 pa'
Kn"!wure when rtmulrwl of «otiiewlmt over 1(K) pouncLs. TM
I allowed CO run contiuiioiiRly without a governor, the sp
by the rwKlwiiiiu'e of the air in a rt'ceiv4*r. From a pipe exte
re.'eiver alonj; one of llie aiipportliiK iruHftes t'Oiniuiinication
inaintuiuetJ with an niixillar.v re.-t?lver on each traveller by :
Inoli liose. the object of the auxiliary recflver beiiiK to priiv
air near the engines for linMie<liate (leinnn Ik and iiidepend
connection, wldfh may iIuik lieof small diinenNlon. Some of
Mtlil to l>e]K>s.'»'i4si-.l by lliNlypeof crane are; simplicity: abn
Inj: parts, excepting iho,-.- required for a iMirliculnr motion w\
i« in use: nii danj^er from fire, leakage, electric shocks, or Q
repair; variable sf»eeds and rever'sal without glaring; aJniQfl
of uiiiKe; and iitnilerate cost ^
<luay-craueK. An illustrated description of Keverttlfl
tioimry and iraveilUiK cranes, with i^esuUs of experiment
l-rope Sf stem.
Uess-rope System.
ble Tramway.
K brief .1
;*Wirc-rope ,
piiic'K Sons
tir-actlnt; liKim
Mined plant- !•• gr.i
.S|j])licali<>n <ailj -
bwer point and •-
(dine cars to raif»^
I of IDb plane Ihf: ■
tog a (lianiet+T of •*=
•lid car<> to ymFn im 1' r k.
Sjjiy or in «:•:» . r ;» .. ^«
Mr speed in dncndHC M
rollers, rr> umiat Itar Mqpv
hrood. 5 to 6 laehM to 4k«Mi
Pmn s<i1e& The
er planes rrquiruHt
(Ulj- the reducti-jn o* fi
i a general rut* miy kr
letei'. aii'l to iiUeftUinM
It an?ie . .f inelinafiM M «
) ' ItK I
■be vf^^ ttf U» •■H'/ '
t> ^'■1': i<K4M»ii«*caw^aM Wi
bK rulleni Tfar frt H— <# A*
r may t^ nnlecwC AfBMM'
I lenxUi uf Um yiMw or IB lk>
the foroec
o of tlie road.
' to'mtife Ilk' pImh
the nuoiijfr ot tmr%
lcUii«d ptaac
mom. ThFH
, to a«
> IB Mr^ fcaderf can »n <
I Mniidrt ptoae «■ fcci ta«r «• • cn^ «r tKaecttolt^
- it!4IM»toH»i*a#«etoar7(«r tker * —
»!?»*•
parwinjiititoili ttrgtr,
tke taB4«g« irMnB taw tamai tbt? niuai apjpi
, nadcr aliBcai anj eonttiaa. ne ixnd
or ttsdotadog, to o«e contlwww Boe orwi
-incipte a laU rvi^Kr jrfaae Utbr Mne asaai
bo«li<lirii!ctk>nsT>tti ttro r'ipea. One ivpe.oalledtke'
for dTBOlXBC tba s«^ of r<Jl csrvmiiran!; Uieodier,
I ■eeeHaiT to Ukke bacJc die mipty set, whidi am i
td taauui reSani bj praTily. The t«o AruSBS 1
irtte eoeb of the rcud. Mid <3rt»fn \»5 se\>iTO\e er,)
r thef »re on the same sli&t\ U one •-
ae ircniid rvy]uire tbe tenglh ot ^^ ^
. ' nuK be tirioe as Vioe, 'btAuK \'-'-
socher ead of tlm plaiw i^ad bac>L avH^o va \,v& i
H0I8TIK0.
point. When Ibe main rope draws a set o( full con out.
runs loose on the shaft, and the rop*;, being alia'-'
winds Itself steadily. Going in, tlie reve-rst- laid-
provided with a brake to clieclt lhi> speed of the tf »
prevent its OTerruniiini; (he forwaiil ropt). As i
strained less than the main io|»?. liiit in east*:* of lie
ward it is po.ssiljle timl tlu' xtiain In the furuier in
eren larger, than in Lhp Iftlter. nnd in tin- aek'Ctioii m£ lUc
should lie liad lo this fin-uiiistaiinf.
IV. Tbc EiidleBB-rope Sjmtein, -Tlie princlpAt f*
syalvin are as follow*.;
1. The rope, as the iiuaic- Indicates, isencllesii.
S. Motion la given lo lii« rop<4 by n siuitln wliMfl or itriim, i
obtaiued either by a pip-wheel or by paasint; tlie rope 3«ver>l (
the wheel.
3. Tlie rope muNt lie IcepI constantly tii;ht. the ten^^i. m tn in
artificial means. It is done in ulachiR either tlie Pf '
tensiou whe«-l «n a carriage aiirl cnnneetinc it «itli ;.
pulley, or altaolitiif; it to a fixed post Ijy a screw w h .
stiorieiieU.
4. The ears ar« athiched to tlie rope by a grip or clutcb. urivtcb i
hold at any place and let go ugaiu, Htartint; and stoppiui; ibc irmia]
without stopping the engine or tlie laolion of tlie rope.
5. On a sin;;le-tracl< road the ro|M^ woriis forwaitl auil biu-lcnanl,
double li'dck it l.-i pos.sllile lo run it aiwayit in the Miiiie clirr«linBil
ears going on one track and the empty cars on the other.
Thin iiieihod of conveying ooal, as a rule. ha..< not fum>J a* g»n*alt
trodtictioD an the tail-rope systeiu. probably l»eoaijs<' its t.f*\»-i»cj ts I
apparent and the opposijig JifBculties require greni.
more complicated auplla'nces. Its advaniage.^ m
one third less rope tlinn the tail-rope system. Tli
is partially' coiiiiterl>alaiiced by the cireunistauce :
the roiie requiiesa heavier .tiite to move llie same
and tali rupe are used. The seooiid and prlncit<al
possible to start and stop trains al will withoiil ..-iv
Oa the other baud, it is more diOlcult to work cuiv
tern, and still more so to work difTereiil branches, n
of the rope under tension or its elongation under .
frequenlly causes the n>pf> to slip on (he wheel, in
caiwlog delay in tlie transportation and iiijnnr to tS
V. Wire-rope Xramwayo Tli.
a suspeiideil rope tramway find especl'i
Is located on one side of a river or deei
the other, A wire rope 8us|iended between t!i>
on which material in properly constructed
transported. It saves tlie onnstruotlou of u
practical for a distance of aax) feel without an iiitfnnedi;«i<>
There are two disliiiel elnsses of rope tramways:
1. The rope is stationary, forming the tracic on which a buekal MM
tile material moves forward and bocicw&rd, pulled by a -.mallw^ **^
wire rope. '
'i. The rope is movable, forming itelf nn pndless tin'', widck •»*»•• ^
the same time as Kuppirting trnei.
Of these two the (li'st method li > .ttloti,
especially adapted for long span>
second metlKHl is used for h '
only applicable fur liglit lo.i
Fordetailetl de.soripiioii> .
tion, see clrinilars of John .\ it ■.•iiin^- fn
"tiler wlri'-rope niannfacttirens. Sei-
Systems, Viv R. Vnii V. Nort-l«. Traii* \
/" :■- ir
««f .rr^l.
SUSPENSION CABLEWAYS OR CABLE HOISTS.
I
■ to run I lie nn? crii«lier and elevator. It ts capable of dellTCriog
I of iiiattM-ial in 10 liouts.
SrSPENSION CABLEWAVS OR CABLE BOISTS.
^Treiilon Iron Co.)
quarrjrini;, rr>uk-r!Utting, stripping, piliiif;, dam - building, aud many
T operations where it is necessary to hoist and convey large individual
m economically, it (itMiueiitly liappvns that the application of a system
»rricks is iinpriioticabi*', by reason of the liniit«<l area of their efflciency
the room h hifli ilit-y occupy.
meet such conditions cable hoists aro aJaptoil, ils tin'y can be edlciently
ated 111 clear apatiK up to 15<>0 feet, and in lifririg indivldiinl londn up tn
ns. Two types ar<« itmile— one in wliicli Oie liukriUK uuil conveylu)? are
( by Beparatfi ruiiniu|Br rnpi'Si. and llin other applicable only to Inclineii,
hick the carriage descends tiy Rravity. and but one nmiiiup rope is re-
Sd. The luoviu); of the curriai;e in the former in elTected by means of
niUeas rnpp, and tlieNe are vonnnonly known an "enilieits roiw " cat>le-
la to disting'niiiili them from tiie loiter, which ore termed "inclined"
{•hoiitts.
e general arrariKemeut of the endless-rope cable-hoists consiHis of a
I CAble passine over lowers, A frames or inasis. as may be most eonve-
!, and nnohorfd flrmly to the grounil at eacli end, the retjnlsite tenKion
le cable Iteint; maintained by a tnrnbuckle at uue anelioi'ot^e.
on tliin cable travels the carriage, Hhidi Is niovwl Imck ami forth over
|ne by means of the endless ro|>e. The ImlstiUK is done by a separate
, both rones lieliii; operated by an eni^inc specially deslKnefl for the
nae, which may be locnted at either end of the line, and Js constrncted
cb a way that the hojRiint;-r<i|>e is coiled np nr tmid out aiirnmatlcally
e carriaj;e is moved in arid out. Loads may be pielted U|i or diHcbarKed
ly point alorf^ tlie line. Wliere BiifTlclent Inclination can be nhiained Jn
iiain calde fur the carriage to descend liy gravity, ntid Die landing and
»<linK i^ done at tixed pomtis, the endlens rope can IxMli-spenswii Willi,
^ikrrlaKe. wliicli is aimllar in coimtnictioti to the carriat^' iii>e<l in the
•sw-njfM* oaiilewayi!;, is arrested in Ita descs'iit by a Btiifi-bkiclc, which
be clatii|Mtd lo the main cable at any de.sirrd point, ibe Hpeeti of the
sudiiiic carriajte l*iii(i: under control "f a brake on the enpine-drum.
Btresa In HolntiiiK-ropeM on Inclined PlaneH.
(Trenton Iron t,'o. i
< a
140
240
.tW
4.«
527
BIS
7(»
rsi
1400
9m
2"!
~ft7~
55
60
6,5
70
75
M)
85
W
95
1(10
£ 1
?1
80«58'
83«02'
3.')»00'
88° 53'
88° W
4-» 00-
«= 33'
«»0«'
K ^ r^
looa
IfflJT
1128
UM
list;
if«a
I3TS
1415
1150
^s.i
ft.
no
139
140
150
160
170
im
100
200
us
<1
SB^
IB16
1578
loao
1IW3
1690
1790
1T88
17B3
1801
le above table Ui baaed on an allowance of 4C IIhi. per ton for rolling fric-
but an additional altowauee must be made for streati due to the weight
le rop« prop<irtional to the length of the plane. A factor of safety of 5
•ihoiild be Ifiicen.
Iioisiiui; the Hlack-rope should be ial<en up genlly before beKiniiInK the
otiierw Iw a severe f-ntra strain will be brought on tbe T<>v*-
e l)est r'V' f"'' locliiiei I pin nes i.>« com posed ot »lx utrtmAi ot wvew '«\vt»_
larJ Hb'iiit a hfnifii-n centric. The wires are much coav&er V '*~
- n-l-vir,- rviH- ,,( thf sanif diameter, and for tlais Teaaoii
U btrttiT ailapted to wjtijstaiid the roueb usacfs an4 W3
itered upon luclinetl rdanea
iMe.inupe,uim Oa/iletmu, carrying loada Of 86 U>M,
016
BOISTIKO.
Wtlliaiiii>r»ii I . Vn . liv th" Trfiiton Iron Po , is ile,<frit>e<1 by K. C, Siiil>^li(irf 1
III 'I' • V. Tini TlH' span !•■
Rtv s <?Ai:ll J ill. tlillri.
I'ttri .. *< 'iir w Imrlj* ami i
illaiii. '1 ' 'I crtjre fAi-f \ ..a-cai' JijailfJ uiLLluuj
Wr, lliB I" 'It 14 «f<u*. fiirnislieil by a ,WH P.j
(•nitine, 111' i iie rivrr Is ii : it Uiree niiaul*^s
A lii^tKlini; cnblewnj" on iliif emlless-ropt- s^*steiii, erected hy the
•'(>< III Mfic I'll , •! (lip Austin Dam, TexaM, hHd a siiitrle Kpan ISSO]
l<-iiiflli, Willi iiiftin ittiile Sli in. ilium. , nml lKil!>tin(r-r'"'pe'l»jj in. diani.
ot « 111 B foriK >v>'te tmiiilleil a( a >peei1 Mf min i(i mv ft. iier riiiiiuie.
Tpnalnn r«<qnlrrd to Prrvriit Slippinic of Wire on Dram.l
iTi'**liiiMi lr«>ii < 'ij .1— 'I'lie aiiKiiitit (tf ni-titli'iul U'lisinn tn be applieii in on I
euilliiw ruin.' Ifi ineveiu sli|ipln»r oil Hie drivinp-iimm Jepencls oi> tlieLh«r-|
MOtt'i' of tlifi ilruiii, llit> euiKlidoii i<r tlie I'ope uiiii number of laps wliicli 1(1
ni»ki'i«. If i'mid .•>' represent reK|ie(;ti»ely tlie tensions in the IBiit uiiil sispltl
liiieK of tile ro|ie; W, Llin iteCRKMiry n'«i|;ht to be ap|>tieii to (lie tJki]>slieHvi*:l
I!, llir ios>lstoiici' of the o«in ami rope, allowing for frictiou : h. Ilie nunibcrj
of hnlfliin*; of the rope on ibe drivlnKilniiii: and /, liie coelflcienl of f
lion, ili« /ollowlng relalioiiH must exist to prevent slippio^:
T=Sef", ir=r + S, aiid R=l'-S;
efff t- 1
from wliiuh we obtain H"= ! — R,
in wliioli ■■ = 2.7l8iR, the base of the Kaperian system uf logarttbni«.
The followihi; are swnue of Hie vnliie» of / :
Dry. Wet. Greasy.
Ropti on a trrooved iron drum rJB .086 ,(OT
K<'l>eon wuoil-ftlled HhiiavcK ,, 2.% .170 .140
llo|ie OD rubber and leather fllUnf; 4I» .400 .'JOB
The Talues of tlie coefflciuut , coirespondlUK to the above nJu
*/"' - I
of/, for one up tu nix lialf-laiM of the roim on tbe drivinic-dntui or shear
are an followa:
f
H
s Kutnbcr of Balf-lap^ on DrlTing;-wheel. M
1
8
3
4
5
jm
.070
O.lUO
4.6«l
».I4I
3.418
1.900
.IVB
7.5a6
8.838
s.(ad
2.047
1 714
1 .idS^I
.VJO
fi.SlS
a.rrr
LOSS
1.570
1.S58
1.SS2 1
.110
i.tan
a.418 1.W9
1.416
1.340
1 .isi V
.170
Ji.M3
9047 t.303
1.968
1.149
i.ffib ■
.305
3.113
1.788 1,838
1.165
1.0S3
l.OIS ■
.3H5
■J.88I
1..59a 1.8J5
I.IIO
l.OSl
1 IHft fl
.400
l.TtB
1.176 1.047
1.018
1.0(M
i.dOl 1
.400
1.U8
1.098 1,019
1.001
1.001
— -i
Th* linporiauce of keeping the rope di^ is evident from the&e flpures.
When the rope is nt rvst tbe tension is dislribiileii equally on the two lines
of the T'lpe, but when ruiiului; Ihere will be a difTerBoee in tlie lensloM of
ilie lAui and slack litie.'< etiuttFlo the resistance, nod the values of T ami
iiijiv lie ri'aditv eoinpiited frinii liie f(ireEiilii[r for'iimltp
Xaper Ro|»«fi of Uniform Tcnnlle Strensth.— Pinf .\
HerRchol in 77ie K^nintrrr, April. l8tW. p, 307. jiive-s nii elabo
tnntical invesfiicntioii of ttie problem of making a. tniJerhn!
iiniforiii tensile .sirengih al every point in its leDKtli. Jlr. CliHi.'
foniinentine on Prof. Herscliefs paper, gives a similar solution, and ilein
llierefrom the follon-ine rorinolB. Iinsed on a breakinp strain of SO.tKW "
I per »q. in. of tho rope, core included, with a factor of safety of 10:
F= 8«80[loK tf - \<y% nl; log C? = ^ + log 3;
fa wbwh F- lengtli infaUwm»,ax«VG is.tiigV\iti^tW"a^\-B..3o!U^^iosi
lasct/oxis .^fathoiUB apart.
WIRE- ROPE TRjLIfSinSSIOlf.
91t
txPLR Lot it be roqnired to find (he dimensioiM of a st««l-wirc rop« to
I'atte. trains, aod coal — From a dt-plh of 400 fathoms.
iri at lower end = 678) + 8000 = SI s<j. iii.; therefore Ki'rth =
■til.
U>g O -400 -I- 3«flO+ log 8.85 = .10869 -f- .5I18S = .6206;
(fore G = 4.\74. or. Sivy, 4 8/16 io. girth at top.
teqiiations show tliat the true form of rope is not a re«rulnr taper
flUeU cone, but toUovrs a logarithmic curve, the Kirth rapidly inci
■ds the upper end.
KflTect of Varloas-Hlzed Sheaves or Drum* on (be
Life of Wire Ropes.
(Tbos. E. Hughes, OAVy Euy., April. 1893 )
Cast-bteel Ropes por Incusks.
I of 6 strands, of 7 wires each, laid nroand a hemp core.
li
Dlkmeters of Shearer or Drums Io feet, showing percent- }
K
ages of life for Tarious diameters.
tes.
lOOjf.
w.
ao*.
7B«.
tot.
m.
»«.
b
ie
14
12
U
9
7
4.75
1
14
IS
10
8.5
T
e
4.5
1
t8
10
8
7.a
6.5
5.5
4.3S
2
10
8.5
7.75
7
6
6
4
n.5
t.n
6.T5
6
5
4.6
875
1
7.J6
7
6.25
6.7S
4.5
a 75
8.35
7
fl.as
5.5
5
4.i»
3.5
a 75
1
6
6.35
4.5
4
a.33
8
3.5
B
4.&
4
3.6
8.7S
2.S>
1.75
4
I
» use of iron ropea for iuclines has been ^oeraliy abaDdoued, steel
I being more satisfactory and econumleal.
CaST-STEEI. HolSTI<<Q-ltOPES.
Made of 6 strands, o( 19 wire« each, laid aixtund a hemp core,
Diameter« of Sheavest or Drums In feet, ahiiwllig percent- 1
!l,Ol
0iB
agea of life fur various diameters.
m
lOOiC.
BOX.
BOf-
75ji.
OO^t.
BOjt.
6
sisje.
14
12
10
S,5
7
4.5 ,
13
10
8
d
8
5.25
4 39 1
10
S.5
7,5
(!.75
5.5
5
4 '
9
7.5
6.5
6
6
4.6
.1 75
6
7
6
5.6
4.5
4
8 GO
1
7.B
e.Ts
5.75
5
4.3.1
3.,'j
.1
?
B.6
4.B
4
8.75
3.35
8
325^
1
4.5
4
8.75
S.25
3
3.,'.
« 1
1
4
a
8
a. 75
3.35
3
1.5
1
8
3
1.5
J
I
WIRE-ROPE TRANSMISSION.
; foJloniiiK data and furuiulnj arc lakeii from a paper by Win. Hewitt,
e Tieii'on Iron Co., 1800, (See also clrcularK of .John A. KoebllPK'^
<"•>., T'reiiloii, S. .1.; "Transmission of Ptiwer by Wire Hopes." hy A.
hIi). Villi NMslriiiid'sSi'lenficSHrifs Hi).38;ftn(l Reiileaux's Constructor.!
u< Section of Wire nope best suited, iiinler 0Vi\\i»ai~v cooiWAowr,
\tt (r<iusiiiisaii)i) "t punvr la loiii/io.sed of 0 strands ott \i.'Vnr» *!l)^A^,\».V^
)/.-/• alxuit a Jjeiiipeu ciftiire. Ropes of 13 aart 1ft wVre.s to t.\w sV.va.tiA w:«
.wt/. Tliey arv more ffexible, and ;iiay hn HijplieU with BuAv aii^^a^a liw-
'itHnnns vhlcb da not allow the use of laiKe transmlfisto^ vitve<\». V)«
f ^^J£!^-^rV!^^' ""^^ .""'^ '^ well adapted to attm4 »\»lft«»r"
r. oD aocpuof of the smaller size ot the wires !
9l8
WIRB-KOPE TaAXSMlSSlOK.
Tke DrivlUB-wbeela (Fig. 165) are usuiUlv of cmI
tnade as lijibl »» possible consisient wilh IIk- t-.-.m^n" .
TnatPk'ialH havi
Section
Qt Rim.
toDi of I he
jutev«rq.hui>;
Thf flIlliiK wli
howeTt'r. con-i ' I«|
t blocks of IsU;.; s: M
pacbed slteruately in llie Ktvcn*.
turned to a true surface
In lonif spp.'" ,i.i,.,i,— .i.i.. u
wiiHels are f c .
suflicietu to vt:\
ingsifieof the i. , .
that the power is 1 1 ii i
of the rope will rt-iji:
ports llian (h« >(1ack
porting the drjvint;
pb- 1,^ alt ca8ej<l>e oreqiiiil '
pw. iiH. wheels. Willi the !>;.. _ .
may bo used, but their diameter should not be less tliAn oirD luul u
ilrivinB-slieaves.
The Hj'stem of cnrryiMR sheaves may generally !»** if^i .!-■*< -fii (on
liy that nf interinediate stullons The ropfi thus
whole k'liKth of the transmiMion, runs imly from on-
it is Hiirisalile to make the .«tntiuns equidistant, »;</
oil hiiiid, ready spliced, to put on the wheels of :. iili
give Dill. ThtB method Is to be preferred where ili.
motion to the rope, as it prevents suddeu movemeu.
lug lianamiited over the entire line.
Gross hor8«-|K)wer I rausniitted = Ng = .OOOSiKD'v (It -tj
yi = diameter of rope In inches 1= B times illuiieier of
velociiv "f rope in feet per second; k - safe otrwea per rauart
= for iron S5,:O0 lbs.; K = moduUiB of elasticity- = W:tiO»,WO
radius of drtving-wheeUin iiiohea. Tlie term ;^= = lira '
Inch due to liending of wires around shenvea.
I.OS8 due to centrifugal force = A', = .00001 84 !;«»■»;
l.ossdiieto journal friction of drlvlng-«beels= !Vt— 0
" ' " ■■ Ititerinediale^wheeu = .
In whicb W = total weight of rope; w = weight of wlieeJ
Ket borgepower transmitted,
N = A'o - y, - A', = Vv [.(»0iWT5(k - ^) - .(MO(k«»vJ - '
For a niaxiuiuui value of A'' the diameter of the v. '
iimi»'ly froni IW to 19i limes Ihe dlamelnr of the •
ratio of diamelerji an approximate formula for i .
transmitteil in i\r = 3 0148O*r, in whicb I' = ouiul«r ol rv*i
wheels iier minute.
TJie prfii>er detlevtions when the roj* i« at rest «r« obtatned tti
inula Uetlection = .00005765 npan>, and are as follown;
S|>aii in feet.. SO IfX) l.'iO 'JtlO S.V) SOO SbO
Deflection. .. i^" 7" 1'3)4" 3' 3»r' S' 7V4" 5'8«<" ?'H" •'
It hoM lieeii found In practice that when the defl««t(««l Of i
is leM thuii .t inches the IransiniRsion cannot hu ■•iT«ot<^ i
mill shafllnj; or bolting in to l>e iireferred. Ti
iinan of alioiii fti feci. It la ciisloiuory to na ■ tr i
Ifir ilrlving side. The mnxliiunn limit Hf «;. ,
mtira deflecHoii that ran\ \ • tbtfi
I WOUOO. AHHiimiiigl\ih.lVV' vMiVvii
lllf r,,iu- »l, ,,111(1 1.1,1 1,.- \..-
WIKK-BOPE TRASSinSSTOlf.
I crooiDfc ^allies or valteyk. and lhet« i<> iMXhiDC to intarhravitb
jbe proper deflections. Some Tcry lone tranamiarioos of power
1 effected in this wajr without an iDtrrrenioe rapport. There iaooe
ut, N. Y., for installed, wjili a cl««r apan of about 1700 f*«t-
ater circular of the Trenton Iitm Oo. (1093) lb* abore flsurM ai«
rhac modified, ^vin? lower raluea forthe power tiammiited or a ^ven
IB follou-K:
B proper ratio bntu'eeii ilit- - • r^f rope and sheaves is that which
l|)eniiit the iiinziinntn «..i „ • br ofilaine^l without orerBtraiu-
^Ibe wireH in Iwiutini;. F" vire siramls tbi« ratio i£ about
ifor rope of li-wiri- sirnnu ) )l''>:ao<1 for rop^- of ]9-«ire8tnui<is,
Niicb gives llit- followinir iniulninm diameter of ghesTes, in inchea,
boding to inaxiiniitii efficiency.
^Htpe, lu Inches. 1)4
-VIS
66 66 75 i 84 M
SI as 1 45 SI S6
108 112 ..1 ..
78 W, 101 lis
ei ' e» 71 90
i«
nitratida. 37
1
iUiaiuing the slieares are of equal diameter, aod not smaller than con-
Idjot with niaziiiiuDi ef&i-irnc}- as dt-termined br the precedinfr table, the
inal horse-power lniu«n>iiied approximaielj equals 3 1 times the square
ikt diameter of the rope iu incites multiplied by the Telodly iu feet per
load. ^_
ftom this rule ue deduce the follbwinK: ^^|
Borse-poiarar or IVIre-rope Tranatnlaslon^ ^1
ikwity.lnreet I
per tecoDd. \
«,
30
40
50 1 60
70
ail
ffaun. Bope, in
inctaea.
n
orse-po
irer Trknsmitted
i
y*
4
«
8
10
19
14
M
6/K
0
a
IS
15
18
21
sV
8/8
»
IS
17
9i
SB
81
7/18
U
IS
S4
80
86
48
4T
1/8
18
83
SI
80
47
M
fte
9/18
20
sa
w
48
99
<9
7H
5/8
34
SB
48
61
73
85
»7
11/16
•1»
44
SS
78
88
108
117
*/•*
35
U
70
87
106
ta
'*> —
Bi^
48
71
95
lis
143
166
»eS
m^
Itt
S3
134
155
166
217
=m^
lie proper deflection to give the rope lu order to iseuure the necessary
■lotl iB
h = .00000958*.
J
: the deflection with the n>i)e at rest, and 3 = the span, both lo feet. ■
•orabllltr of Wire Bop«a.-.^i the Risdou Iron Works, San Krafi
^a steel wire rope i'?4 mcUes in circumference niniiin); over 10-foot
Ktves nt .'xXKI ft. per minute ha.* iranKinitted 40 H.P. for sit years without
lewliiK the rnjte. At the «ire-tnills a steel wire rope JW in. in circumfer
!c runninjr over 8-foot slieave^ lias l>een ninninK steadily for a period of
ee vears iit a Telr«'ily of 4.VK1 ft. per minute, tran.sniittliigtiO H.P.
lM 'Inclined TrannnifMalnn*, nlieu tlie ani;Ie of inclination is
ml, the proiHT iletle<rtiiin> cauttot In- ittidily ileierniined. and the rope be-
n«s more seuaitice to the nnlinarj' variations in the deHei-tions, so that
btonlnif sheaves inuKt be resorted to for prwlucing the requisite tension.
In the ca.se of very short cpatM. Wlieu tlie liorizontal distance betwe«a
I two wheel* is fes.i f/i«n Sift., or when the atii;ieot \t\c\\u&v\o\\ «.-u«fiO«
;£> 4S degrees, it will he found desirable to IIW! t\Kl>Ve«roKft\\«ii'ie».
'eliteniniT pulleys sliouhi he plni-eil iin the slack sl'\e ot t\\e TOV^
fco^ IFirp-rope Cmtenary. iKrom jut avtic\e o»
minlaaiuij. by M. Arthur Aclmrd, Pixm;. ln»t M ■£,., JlM*
iMVe to bvar i«v distiuct inole«>ul«r stvai.w. V\r»V, ^
•rii M tuMw lu UHMi wettiit. tiMt ma imwimi f
ii'iiiN. (l> rixliit; tlif wi-ijrli' "t llie i'op>- (inJ Us len^li. tl
i»ij a|>ai>> Mu-iini" hi iMititiiuii. when m ifs.t, Udrlennliied
ilii-lr I'litu : wliicli loiler miisl be siicli BO In I
ilii' iwn .. iiiiis, 7° Mii'1 I, uvvennry for the tl
IMinifr. 'li "ife = 7" — f .
M<iri-iivri I Ik- i> iininn in rilliT iipnn is not Ihp same till
iHiiirili: II i»a Miliiiniiiin itt llii* kiut^t jxilut or tliecui-veoi
tiiK N.wiinis (ho two rxtri-niilifii. Thf calculation I'l ihol
i»i |«iini la vi-iy 0()Mi|'lli'H'f<l if )>aaml npon the true fori
but h>- MLi^jMtidilhiK II |MirtttH<lu far the* catenary, wliich Ul
Mil 'iiHt'H. Ilic (.'iili'iilaiiuii li«>ouiiit<M hluiple. If the two
rami' Irvfl, till' Idweitt iioitii Is aiUlwny lietweeu theiu.i
IIiIh iioliil la>''i, = \,j-. p l)einK the linonl weight, or \w\M
rn|H-, / ii.h ! ,1 nhii'ii isapiirniimatPlyet
ljctu'i>i<u I , aiiit h \\\v ilflWction il
•'ntriiiiiy !■ . I I" nitM-hiiiiical prupprty
Iwtu'iM'il till- it'usiciijs ut any two (lolnu M eijual to the we{
rii|ir e(>i're8|MitullU(( to the dlfferKtice ih level between III
I<'ii!<liiii8 therefore at the two f nils wtll he .S, = ^« -I- 11
KiiliHllliiliiii^ fur N, ill tliH )iIk<<<- M|iiHtlou the required vol
polvlii)^ It with ■'••Intioii t<i Ji, Ihp ileflrolioaB /i, and Ag
iralilng N|ittiie will he ulilalneil. The detliH'lliin ha , cotnn;
at rest, Is K'ven hy the eiiimllon /<, = t'l/'jA,' -f \/ili^,
urea nf tlie Iron iinil ion or the ropv. and Sthtf unit 8t rnni M
lenHlon 7' |>rmliiet'H on il, we liuve irS = T = ^ - -f- /»A,. 1
nreil "' of the rope In K<|unie hictiea. and Its weight p In pi
liie ratio ir -i- )> ilitrei-N liille from n iiiouii value of 0.^4.
working ten>ii>n ii:iiuilly lUtsiRiu'il for iion-vritv? ropes is
•u^iinreTlich. Hem>e ir» + l> = ^.'U X H.-J-JO = M410; anil »
liiiate ei|unllon ■: + ft, = 8410, which is useful a? (.'ivingf
the li'iigtli t nnd ileflectloti h^ for llie drivinp-span of a
It'iilher, II' t i> '.'.Th^ nnproxirnnlely, and it is iinposxiblo
vahie than aluiut Kb llw. per «juar« Inch; the retailun,
.v;- I- fi I = BOO. wblcli with miubI deHecUoiu would ffina
WIBE-ROPB TRAK8M1SS10K.
921
Extremities: the tension at the upper end of each exceed* that »t the
r by the qiiAntliy pH. // twInR Ine iUffei-once In level betrnwri the (wo
ITDilieH. or, whicli is approxiiiinti-ly the eame, l>etwe«ii the centres of
wo pulleys. It Is evidently ihe tension ot tJie driviiiit-span at lis lower
which must be regulated so as to obtain the pro)}i>r driving teiiHioii T
tbe ti-an>ni KKiun: so (bat there i» a certain excess of lennion at the
►rijiiliey Liirge diameter of iiulleyg tends ttt preserve th» rou*w, itiakeR
tflecl ul' titiRnesa lDsi);ni>icatit, and Jimiuishes the effect of ti'iction
^eariDKs.
tother formula fur the tension at the ends of a catenary (assutnini; it
, 1^ _
SWi«bulal is S| = J,- t IH'J' + (^ip. In which S = the teDBiou in ll»
I weizlir. iif thMrnpe In llw. ; / = stian. and fi = deflection, in feet.
lameter and weight of Pallejr* for IVlre Bope, Ordt>
■ Diatneter, ft 18 14.9 12.4 T.d
Single groove, lbs... 6333 5180 IMaS tas
Double groove, lbs.. 8267 698S 407d 1104
M« of Tranamlatiton of Power by Wire Ropen.
(J. A. Roebling's Son.s Co., 1886.)
M
100
Z8
31
SI
«1
90
SO
no
IDS,
8
14
I
I
ttance Trai|iiintaaIoiii|. (Fruiii Ciruulsr of tlie Ti«nC<
|M8".'.)— Ipi very l')nK liannniiKsinMs of pow^r the conclltlonK do U8l
liuit of oblainine the propfr tensions rrqnii-ed in the ordinary gyU
fflylPir traiiBiuin»iou nf jiower," as It Is termed. In other words. l(>
• proper condiiiiitis, It. wonlil necessitate nnniemiis and expensive
jMe Btntlons. In cns»*, for inKiiijice, It is rl«<ired to uliViie \.\\b y"**^
mt-Ano to drive fl factory, sity a niilf away, the henl »net\\oA VsVoetn-
II Imeger rope tbsa would oi\lina.rily be used, runnVnp; Vv At. ft \v\iciActiA*
ported, i^l
fl25 ROPE-DRIVING.
■iM-xd Till' rriixi mity h« in onp cori1iiiiinii$ )>>n|rth, aiipportf
nf 111 on ahenveii of •■■ W small (lianiM«"r, mm
prvpi f tlnHW rop«* t-r- ficun iimlin- Iw-Dilinijitr
\Vll' ' K'l**"l'l^lll" '" '"'■ I ' '■ HllHBVFD niuiit Iw iiiol
«t»" **<,rn-j.|«jiulii»^ lo Ihf jiwxf*' limit *>! Ifjisitm ilu»* to iienditikt. Thero
nin iiiiiliT ft liiBli ivurkiiitr ti-iifilon, fiir in excess of tthni ip the nil
«y»ti«m woiilil I'jiiiHf Urn rupe to slip on the sheivves. The «i.irVinK t«
niAy be fmir or live tiinen ait n^reat hs th« tenslou in ihefUaek portion c
r«()e, nnil In iirder to pri>veDt clipping, the rtnie is wnnjjied spreral i
nhoiit i;rnovtfl iJnitiiH, or a Rert<« of olu-Aves at each eud of tlit' line
provide for the -ilack dne to the strelfh of the rope, one of thf »ln«'
plBee<l .111 ft »lide workevi by lonf;-llireaded lioltH, or. better still. <« I
>lat;e piuvlded with counlerweightH, which riiiiH back and forth onit
The latter prcriiei-teH ■ uniform tenaioo in tbe »lack portion of tin
uhieh Ik very lMi|><>rlnnt.
\Vir»-n'|ie trninwuyK are pracllCBlly iransnilRfions of power of tbii
in %()ifi'h the liittd, hxMever, instead of Lreint< e«)nc'entrated atODtftem
l« di«trlhnl<^l nniformly over the entire hue. i;&ble railways amtbaC
inlKHlonK of this clang. ' Tiie amount of horse-power transinitted ilgto
Ibe formula
rr =H.756Z>» - .want {W+ g + (?,)>;
Ill which D ^ diftniet«r of tbe rope in inclieg; t< = velocity In (t
W _ welijhi of the rope; g =■- weiKlit of the terminal sheaves am
U'^ - u eight of the iotermediMe sheaves aud axles.
I
idulli
ROPE-DRIVnfG.
4
oniUMWai
hi" trantmiisfion of power by eollnn i.r nionila ropes proiuH
a foniiidablc competitor with Kenrlnt uni1 leailier belling for usewhei
Auiuiinl of flower is larice. or the ilislaiice between the fwwer aud th«
In ojitipai-utii'elv Kieat. Tlie following is cuudeuced from a paper byCI
W. II lint. TransC^ A. S. M. E., vol. Jtii. n. 230:
But few arciirale data are available, on account of the lonit pei*
quired in eacli experiment, a rope lasiiujt from three to six yeara. to
of the early application); so ^reai a strain waH ptu upon the ropetfai
wear was rapid, and success only came when the work require<l of llx
wae ereatly rednced. The strain iiiK>n the rojie has lieen decreased «
is approsiiiiateir known what ii .should be to H.'cure reasonable dura
Inalallatlons which have l)eeu successful, af well ag those in wbieb tlM
of the rope was destructive, indicate that SCO lbs. on a rope one loch it
eter is a aafe and economical working straiu. When the atrain ismati
Increased, the wear l« rapid.
In the following equations ^m
C = circiimfer«nce of rope in Inches; a = Ki-avity: ^|
/' = Bag of the rojie In Inchea; H= iiorse-power; ^
F= centiifuenl force in pounds; L = d igtnnce between^uDeT
P = pounds per font of rope; w = working slrain io pout*
R = force in pounds doing iiKeftil work ;
S = strain in pounds on the rope nt the pulley:
T = tension in pounds of driving .side of the rope;
t = t-eusioa Iti boiiudn on slack ^ide of the rope; ^i
V = velocity of the rope in feet per second; ^H
W = ulthnale breaking strain in ]iouuUs. ^H
H" = TSiOC*: P - ,03817'; lo = »0C».
This makes the normal working strain equal to 1/38 of the l«
strength, and shout r/a,"i of the strength at the splice The actual >tn
ordinarily niiii'h greater, owlne to the vibrations in running, amtelll
innjerfecttv adjuRled tension niechairliim.
I'or this (nvestigailon »e as.sume that the strain on the dri»ln(t lit
rope is equal to AX! lbs. on a rope one inch in diameter, and on «J0
sfraia for other size*, and U\4t. Uie vove te in tuoiion at various vekw
from 10 to 140 ft. per second.
The cehtHfugut force of v\»e to\ie\i>.TO.Tav\3iHrtM«ofc^i!Sii!j-^
P =
Ii
ROPE-DRIVING. 933
EMMnt of force available (or tbu transmiiSHion of power. The centrifu-
ne F = Pv'' -t- ff
I spi*ed of about HO ft, per second, the ceutrifuRal force lacrctoses faster
lie jH)wer from Inoieaseil velocitj- of tUe lupe, and at about UO ft. per
pi equals the aiisuni*>cl allowahlt> tension of the rope, (.'ortiputlnft this
M varioiM HpeedH and then ^iilitrucliiig it from thrt ati,HUtiicd iiiaxiriiiini
►o, we have the forcH available for the traiiaiiiissioii ot power. The
I of this force cannot be used, because a cermin auiuunt of t<'nuioii on
tKk side of the rupe is needed to give mlhexiun to the policy. What
^11 should be given to tlie rope ft>r this purpose isi nucerUiin, aw there
^experiineiits which Kive accurate data. U is known from coiwiderablt)
Fiance that wlien the rope niiiB in a groove whose sides are iucliued
Ml each other at an angle of 4!>'' there is sufllcieDt adheBion wbeu the
k)f the tea»ions T -t- / = a.
I Ibe present purpose, 2' can be divided Into three paitu-, 1. Tension
} uiMful work; 'i. Tensiou from cetiCrifuf;al force; 3. Tension to balance
Win for adheKJon.
k tension t can be divide<l into two parts; 1, Tenxion for adheKiuii;
i«ion fromceutiifiiKal force.
» evident, however, tliat the leitsirm required to do a given work .>i]ioulil
» materially exceeded durinj; the lite of the rope.
^re are two methods of putting ropes on the pulleys; one in which the
\ «re siUKle and spliced on, bein^ made verj' taut at first, and les.s so as
>p* lengthens, stretching uidil it slips, wlieu it i.s resphced. The other
od Is to wind a siuKle rope ovei- the pulley as many lurnfl. an neeiietl to
l» tlie necessary horse power and put « tension pulley to give the neces-
kdhesion and also take up the wear. TIk> tension i required to trans-
Ike iiortnal horae-power for trie ortlinaryspeed.H and aizeaof rope iacom-
by formula 11), l»ilo\v. The total tcuHinn Ton the driving aide of the
Isusuaied to be the same at all Kiieeds. The cenirifu^al fmce, an well
•mount equal to the leusion tor adhesion on the slack side of the m])?,
I be taken from the total tension T to ascertain the uinOTinl of force
Ulle for the transmission of pnwer.
« jsnimed that the teivsioii uti the Black aide necesitar^ for glTiiiif
aOD iii equal to one half the force doing u^ieful work ou the driving side
.1. 'Tl pi
p rope; hence the force fur useful work is A' = ^^ — - ; and the ten-
•n the slack side to give the required adhesion is iHT — F). Hence
t^'^^ + F. (,)
I mm of the tensiotu Tand t is not the same at different speeds, as Che
km (1) Indicates.
W varies a.s the square of the Telocity, there Ib, with an increaaiiii?
I of the rope, a decreasing useful force, and an IncreaHlng total tensitm,
Lhe alack side.
ii these asstunptlona of allowable strains the horse-power will be
i
4
|HraBi(
Bion ropes are uaiially from 1 to ISj inches in diameter. A com-
lon of the horse-power for tour sijwK at vurloua speeds and mider
try conditions, baaed on a maxitnum strain equivalent to 2iW lbs. for a
me inch in diameter. Is given iu Ftg. IflB. The hoi-se-power of other
g readily nlilaiwd from these. The nmnimuin power Ik liuiiMiiiltted,
Uie assumed conditions, at a speed of about 80 feet per second,
wear of the rooe 1« both inlernat snd external; the inieriiol Is caused
» movement or tin- fibres on each other, under pressure in bending'
b« gheaves, and the external is Ciiused by the slipping and the wed^-
Uie grooves ot the ptilley. Bisth of Ihe.^ causes of wear are, within
)ili8 of ordinary practice, assiuned to be directly ptoportloiial to the
Hence, if we assume the ctielHcient of the wear to l)e A', the wear
» kv, in which the wear inci-eases directly as the velocity, but the
power that can be transmitted, as equation iji) shows, will not vary at
^le rate. j
rope is HuppoiFed to bare the strain T constant at A^\ spepv^a on ^^>^^^
itide, Btid la direct proportion Co the area ot the crusH-sect\oiv\ tkViiiq^^l
a
I
4
Mr ROPE-DKIVUfO. ^
Hie cftfenary of Hie ilrlrlnit «IJe Is ni>t affected by the speed or by thedl
ptfr iif the ron»<.
Tlic ilf-nrs^tli'iii of Hip rop<> bntweeii the ptilleya on the slack (tide M
with i-afli cluuiKe o( the loiul or clMORe of the ipeed, as the tensioo equi
ID IndiuateH.
The dertecUon of the rope Is cumputed for the Bssumed value of T «
4U
ROrt DNIVINQ,
Uorw Vowfrat BuftailU
<■
•--
■^
-
^
s
^
- IS
\
- M
r
M
/
^(
\
- B
.<
/
y
- to
«:^
.sv
f
/
V
\
- e
2^
»•'
/
h
- II
1*3
-
^d
y
r
-
_
_
_
_
V
t
_
s
- 34
-a
ffi
—
"i^
fw
—
-\
r
"
"l
-
s
-
—
A
r
r
-so
1"
rf /
*!
>
r
V
\
\
_
■^ 1
g 3
£
—
J
_
^
_
^
_
N
k
_
N
r-
- u
- u
10
J
t!
^
F
''
=*
-
-
-
«>
s
V
^-
-u
.*
/
M 2
L i>£i
■n
'V
- 10
t
4
/
^ q
Y
"
^,
^
^
J'
s
^
r'
0 WKXiOXeOIOMiOiOl) uO'l^^Uitf
Vcloftl/ of Drvinjf Ra|ia In feet per sf-conX
Kia. 166.
PL*
by the parabolic foiiitula S = — + PD, S being the oasumed itnlfti
tlir ilririUf; Hide, and 1, calculated by equation (]), on the slock side. <
leiirrion t varies with the Epeod.
Hornr-power of TraiiainlMion Rope at Tarlons 8pe«4
Computed from furtnula (2>, given above.
!*
Speed of the Rope In feet per nilnate.
i
I«
isoo
«IOO
£500
8000 > aaM
1
4000
4500 aooo
6000
7000
Mil
i
^
i.«
1.9
S.»
8.7
8
8.«
3 4 a. 4
S.l
J.S
0
•
*«
8 8
S.a
3.8
4.8
4.11
GO
a. 3 s.a
4.9
3.4
0
li
fi
s.a
4.S
!>i
A.8
e.T
7 .V
7.7; 7.7
7.1
4 U
t
s
■1.5
ft.9
7.0
8.3
9,1
9.S
10.8: 10.8
9.S
«.»
a
1
S.8
1 . 1
9.2
10.7
II. 1)
12 »«
13.e 13.7
18.5
HH
II
A-
Hi
i4
ft. a
12.1
».»
la.B
18.0
:».0
21 .S SI .4
19.5
13.8
u
%
la.i
17.4
StO.7
SS 1
Sfi.K
S8.X
30.6 30.8
S8.S
ID. 14
0
9
I*i
IH
as.7
ss.s
8g.8
80.4
39.S
41.0 41.8
87 4
27.6
1)
21
a
2.1.2 .30,8
ae.8
4:2.8 4T.<i
61. i>
M.4i M 8
50
35.2
1)
J4
Tlie foliowUig notes are from the circular of the C. W. HuntOfcil
Yoi k : ^
Kof a twmnorary instttllatlon. when the rope Is nottobeloogL
inltcbt lit- adv(9nbl<? to incrense the work lo double llmt given In Ilijl
for c( linen terjce in estliiiatlti^ tlie necessary clearauce on lliedclf
DPI. the slack sides, we insert n table sliowing Hie sag of the I'opc *ti
siXM'ds when tranKinittiujr the Ivor.'je-power given in Uie pn-c*iJll^
WluMi at n-st Hip sag is not thi" same an when niniiliiK. bf lug greaw^
driving and les.s mi the slack niiieB of the rope. The sag t,f the ilriTlnf ■
when trailBMIitlin^ ti\e nm tvva\ Wr** ^owi-v \%tUe same no ncaltcr "1^"' f
of ro(ie is used or what V\ie Rv*^tti\ dt\Nf.vi *.v,\y«:i»iifc Vftt. •ose.MTOVtliw '* '■
(he strain oo ihe rope a\\&UV>e\\\e saw* a.v«»*v<«'Vi.'«\w.'B.vwBa»s»s*-v«
ROPE-DRIVINQ.
rree Available for the transmission of ponrcr. The centrifu-—
boul 80 fi, p«r wcond, llieceutrifuK&l force iDcreaseg Fas
Iruiu iocrvascil velocity of the ra)>e, ami at about UU ft.
le asHuimM allowahlf t«tii»iiiiii of ihu rope. ComputiDt;
speeds and then t^ubtraotiii); it from Che assumed iiiaxiiii
> Iht? fi)ive availal)]e for ihe iranHiuissioii of powi'r. Th
Ice CADitot be ij8e<i, l}ei:aii.se a certain aiiiuiint of teuHioii
the rope ij5 uecdeil to give aithesimi to the pulley WUi
e (liven Uj the rope for thii; purpose Ib uncertain, as theri!
Its which ^ive accurate data. It [?• known from cun!<iderHljlf
when the rope riin» in a groove whose »ides are luetJiied
ler At an aui;le ot 4a° there is sufHcient adhesion when the
dona T-*- 1 = a.
K purpoae, 'i' can be divided into three parts: 1. Tenai
ik; 3. Teuaiou from centrifu^ force; 3. Tension to balam
hesion.
i can be divide^l Into tiro parte: 1. Tension for adliefdi
ceuirifugai force.
Dwever, that the tPiision required to do a given work shi
f exceeded during the life of the rope.
methods of piiitiuj; ropes on the pulleys; one iu whioJi liie
knd spliced on, lieliie made very laul at lirxt, and iesvi so as
tns, stretching iiiitil a slips, wlien it is respiieeil. Tlie oilier
td a single rope over the pulley as many turns as nifetled to
■ary horse power and put a tension pulley to give the ueces-
4d also take up the wear. The tension t reqiilred to traiis-
^ors^power for ttte ordinary speeds and sizes of rope itt cotn-.^
■ U). oelow- The total tension Ton the drivinR side of il
to t>e the same at all speeds. The centrifugal force, as w«
(Ual to the tension for adhesion on the Klack side of the rop
from the total tension T to ascertain the auiuuni of foixw
( transmission of power.
, that the tension on the slock side necessary for gi*iiif[^
1 to one half the force doing utteful work on the driving side
[jed
Hie
lion J
nc«^J
om
.uM !
Bee the force for useful work is « =
•AT- F)
; and the teii'
falde to give the required adhesion is yHT — F). Hence
I
t-
iT- F)
+ F.
^ tensions Tand I is not the same at different speeds, as the
l^aCes.
Ss the square of the velocity, there Is, with an increasing
e, a decreasing useful force, and an increasing total tensioii^
lumptlons of allowable strains the horse-power will be
8tKr - F)
■^^^niua
HH^BTon I
roBraeter, Is |
3 x; NSO
;en- |
I
im- I
ually from I to 18^ inches in diameter. A com-
• for four sizes at varlou.s speeds and under
I a maximum strain equivalent to 300 lbs. for a
given in Fig. 186. Tlie horse-[>ower of other
obtaine<J from these. The nmxiniuni power is traiisinitted,
led conditions, at a speed of about 80 feet per second,
ie rope is both internal and external; the Inierual Is caused
Dt of the fibres on each other, under pressure in bending
I, and the external is caused by the slipping and the wedg-
es of tlie pulley. Btith of these causes of wear aTe.ii\v\\w\
Jinary practice, asfninied to be directly propoTt\oTi8L\ U> »-\va
t/ neaasiiine the t'oe/Hc/ent of the wear vo b« k,\.^»* we^.T
^icJt the ireAT iiicreaees directly as Iho veXocitj, V>VL\. V\\«
can tte transmitted, as equation (2) shows, «VU ivoV vavs ax.
wSl/f^^^'i^^ «'"'*•" ^ constant at al^ »\>ee4« o*^
mrei.c proportion ro tie area ot the cross-BecUotv, txom^
rOJG
For
B0PB-OBITIXa«
For Uuve ftmounta of power it it eoaunaa i« nieaui
«idf by Bide la groove*, each spliced Mfatatcly.
eoKin^er* use one rope wrapped as laajiT
necessary to ^et ibe borae-power mfulndi. witk ■ I
tlie slack as (be rope wean wbea fir<* pot ia Bar. no i
tetitiou pulley should be carefully adjussed. as tke i
from this cause is ooe of the most cotuiuoo tiirms
therefore give a loNe slinw ing the projxrr strain an Xim r
sizes, from which ihe teusioii weight to ii-aiutnii tbm I
tables is easily deduced. Thi5 strain can te still f ardisr i
iKinje-power transmitted is usually lees tlian itie i
rope waa proportioned to do, or U the angle of j
acute.
DiJimrKa of Ptixbts Am "Wtaaaa or BM&
I
Diameter of
Rope,
in locheg.
Smallest DlametenLenpli nf Bape (a
of F^illc^s. in allow for SpMooc.
inches. In fcM.
90
M
90
as
4S
M
W
78
Si
•
7
8
9
10
IS
13
14
With a given velocity of the drivinft-rope. the weiKbl of
traiistniiMn? a ^Iven horse-power is the same, no matter slat
adopted. Tlif smsller rope will require more parlo, but l*»
the >(ame.
niaceilaueoua Notcaou Ropr- ' ^
Mloateslo thf.iiiici. MinhiuM thefollf- n
cotlod roptsfl. The caloiilati-cl flKiires a
uu a ]4j-iiicb rope of WO tbe., and an lultiAl ttuotou v( 1, itf th*
stress, which corresponds fairly with prsclice,
Diiimeti'r of rope IW"
WelK ht pf r foot, lbs o
Centrifugal leiislon = T' divided by W
fur V= 80 ft. persec., lbs. 100
Total tension allowable 300
Initial tension 80
Net workliJK tension at 80 ft. velocity 170
Horse-power per rope " " S4
'Y
'^"
%
S3
41
•
1<1
14%
1»
sm
430
BOO
9M
4»
S6
««
9«
*W
■sm
»(
41
%:
•il iin I
.,..-!> ""*.
U pi
lowliiit flpireu: Tlflneli cotton r(i|-
per rope. The mofit common Bijt»-
laiaxliiiiini horse-power for a K'*' I
per second. Atxive U>at speed the power U h-.Iiki'«1 ii) n t.i-'"*"''^
At a spei-d of 8500 ft. per minute four ropes will do aboni ••" «»"'"
three at 8W» ft. per iiiln. .,i
Cotton ropes do not require iii'-'
quired by ropes made of tlie roiiK
surface dressing; i< all that Is rt-ign
nuiKi inaohlm-ry. fri'in t^ to Ht i"i"i
donlM); of tlif ro[he« un the Kiiirai
black-l**ad and iiii»liLHsfH. — inil <ink\
put iipmi on- ..f ih>- piillrvs in h -
Reiiieaiix'~< l''iii>4tr\nviiv i\\v* tv
al inMii '^in' i^ ^\"* ^^"'
■n tor's
..layt***
icitr
mVfcvAA, < — „
piAHEOCS KOTES OX K0FE-DRIVIN6. 9^1^^
k fomiiilm for calculating sources of low In )iemp-rop»^^|
I to (It journal friction, (2) stiffness of ropes, and (8) creep ^^
ton-staute; in tiiese forniiiIa» art*, however, unefrlAiti fi^ni
Jntal data. He cnlciilates an averajre case i;ivini; lo»8 of
irual frieiiou = i%, to titiflnes* 7.8s. and to ore^p 5*. or 1B.8*
faisi JK not. to bp considered higher than Che actual loss.
(in Eny'o Nmii, Dec 0, ]8{K)) eays: In Kiipland litriip and
ire lM»ii larijel}' superseded l>y rope* of cotton; and I am
I reason for thin i? liiat drv manlla rofteH wear out too fa.st;,
ropes Rive too low a coefticient of friction. The angle of
le has been in use for 33 jears. having hern flrsi lntrodiU!«dj
I Belfast, lieland; hut if we are to use tallow-laid oroth^rr
4, we should certainly use a sharper angle iu the jiroave/
'American sygiem, which einplojra a continuous rope with '
■mula, Tension of driving side of rope ■+■ tension of slack
1, implies a coefflclent of friction of only ,10. But I have
dent of friction of .2fi, and have found one authority Kivliij;;
Ulvises for single-line tranHuiisaion 30° atigie of j^rocjve.
< Engti^h eueineer. and Yale <S Towne use a ;W° Rroove in
eels of travelling-cranes, and I hope to gee tlie best Auieri-
80° or Sh' as a .^itandard jtroove anKle. The work done in
■sy niaoila rope from a 3(1" groove is not worth considera-
e hear a great deal about die loss of power on this account.
I favor of using the continuous-rope system, and also of
pes than are recomuiendeil in Mr. Hunt's paper.
«ct small transmission I have ever seen (anout SO K.P.i ein-
inila rope on wheels ao in. sn diameter, u.sinjt a tension cor ■
lan use large ropes 1 think it wiser to replace small ones
> doing a great gain may be made In efnciency, thus satItik
Ity of failures in the continuouB-rope plan have occurred
% and driven Bheaves were of widely different diameters, as
ring dynamos, or driviiig a line-shaft from an engine fly-
anly iiuitalled the ropes wlU not pull alike, and by calcula-
Iraent we ma,y find one rope pulling twice or three times as
tTB on the sbe&ve.
designed by the writer employs an engine-driving sheave
s the diameter of the driv<»n abeave. To equaliite the puU
fODes the grooves of the large driving-sheaves were made
SO* and tnore of the stiiall sheaves with an angle of I.S°.
roove angle has entirely remedied the unequal ptilling com-
erved that in sheaves of the same diameter, by the use of a
'eight, the ropes may all pull alike; while, where the sheaves
iaineler. the pull in "unequal. The only difference of condi-
sases lies in the ijifterent arc of cont-act of the rope on the
ch leads to a greater frictional hold of the rope on the large
llixe the frictional hold on the two sheaves we may sharpen
small sheave or Increase the angle of the large sheave,
t. Co. adopts a curvnl foriu of groove instead of one with
lined to each other at 1.5". The curves are concave to the
tests <m the sides of the groove in driving and driven pui-
llleys the rope resta on the bottom of the grouve, whicti is
t Walker .Mfg Co. also \istt» a " differential drum for heavy
fhich tho grooves are contained each In a separate ring
slide oo the turned surface of the drum in case one rope
mother.
Irivc on the separate, or English, rope pystero l8 described
1 ftotecr, April. IHO'J. It is In ii^e nt the India Mill at Darweu,
111 was originally driven by g>'ar>i, hui did not prove success-
Iving was resorted to The M.fKKI Hjjiudles and preparataon
!(0(io horse power UJiidem cotniioimd tmg\nti, vs\\\i fvVi\n\<-T«,
,1a diameter anii Tiincb slroke. ruuuuig; at, M v«y<,>\vA'vi>v».
I Sir-wheel ia SO feet in diatiieter, welRba OJi \ouft.».TxA ^&
froorea for J^-tnch ropes. These rov>e« \>!»A oR \.« T^wfeVTi
^mS"^ ''''*"'®' ^' "'*'■ ''^*^^ l'""'" re«*We8 U» v^'w^t &\tj-^
V.ZS^/iP**^ "', '*"' ropes is ."iOsa feet per romvite:. »xA1
f«»eo, rue number of ropes upon eacb Y>e\iig v^ovo^^**
iris
FlUCTlUK AVI> l,rBKIfATtOK
to the amounl of pou-ur required npou the Mvciral Boor*. L*nMkl|
ropes arp imed. (Fnr muoli other lororiiiatiOD on ihU •ubJtMiM 1
Driving."' by ,1. J. Klather, John Wilny & Sons, KM.)
FRICTION AND LUBRICATIOH.l
Frlctlou U deflHH)] b7 Ranklne an that force -which nctii I
hdiiies nt their surface of contact so as lo rfKi;=l IIm ir slldlhf ■ '
nnil which rieiifnd« on tlie ffiice wilh which il
^'oeOlelent of Friction.— The rntio
hodv af^itiK n. tji.iri^>i)ial pjone snrfacft to llit^ ^
coeftieii-nt nf friction. It is Mf^uivgient tn i In
which is clif aiii;li' iif inclinatioti t<.'> tin- h " , :i:
whicli I he hody will just overcome its tt-i.iM -v i. > ,
rienotetl hv fi, and tiie ccefflcient l>v /. ; — ion d.
Frlctron or RCBt and of'lllotlou.— llip forcr ■
•lodv Klidiiii^ is califd tlie friction of rest, niid th- fon-i- tniuirw
it" sliding uftHr linviiiB titarted is called the f i
Kollin^ Frifllon Is ihe force reqtiin i
enl li'KJy iin II jiliuK' or on a curved Mirfaiv.
.sllrfllC<^s and on the force with whhii
eKwniiBllv illfTprent froui ordinary, or
Friclluu of Solld«.— RcnDie'sex!
usually uidubricated and dr.y, led to tJie f<ill..M oij; •■i>nr|iis|uni
I. The lau'8 of xliding friction differ wiiii the uluuaicMr of ll*l
rubt)in(; toirether. ,*
'■i. The friction of fibrous material is increasisd by inerMMd M
tjurfnctf and hy time of contact, and is diiniuiabed \ij presMircMlM
,S. With wood, metal, and stones, within tlie liiiitt of abrMM^W
varies ouly with ilje prexture, and is iiidependtiat of the wt*Bli4i4
lime of contact and velocity. !
•I- The limit of ithraslon Is det«nii(nefl by the bardtiesB of tbe iuA*l
tuo rubhiiiy; parts.
b. f'riclloii is neatest with soft and leant uith hanl maleriala
6. The friction of lubricated surfaces is det«rnu'i>ed by tbt tatmi
lubricant rather than by that, of the solids ifaemselTea.
Friction of Beat. (Renoie.)
Values of/.
-^^
per square
Inch.
Wrought Iron on
Wroue|it on
Cast iroo.
St«el on
•*
Wrought Iron,
Cast Iron.
IV
187
.S5
.as
.10
i
SK4
.47
,49
.8*
•1
aat
..11
.83
.88
i
446
,88
.87
.»
i
Gao
■Il
.8T
.89
J
tn
Abraded
.8S
.40
J
TN4
•'
.ibrMled
J
Lau' i>r T' r 1
April 7. :
the titw
Tl
Is
mil
M lOi iii^-n. i- ^ .
Un* »i(ifcli oil
PrfrtlAii 1.1
' ' •nlli'iii.;
. iry IKL' ('• O.I. ful) iw I
■II.
I. lullen per hour
' rli. i.iit of frlt'llott
W
, pel
\<i>
0,\\0 .OR
\« VA
FRICTION.
020
letlon la a (ranscqueoce of tlie irregularities of form and
Df surface of bodiei* rollini^ one ijver the other. It« law»
nitely e8tHbli»he<l in conwquence of the uncertuinty which
neiit as to how iimch of tl»> r<^lstanee is due lo roiiKhtieat, of
tuh lo origlDal and |>ennariHni irretttilarlty uf form, uud how
Bon iiiiijer th" load iTIiinmrtii.)
of Rolline Frirtion.— If It = resislant^e applied at
bee of the whet-lT IV— total wcicht. r = radius of the whe<>l,
"Bideiit, iJ = /H'-!- >•. / is very variable. Coulomb Kive.s .06
ior metal, where M' iu in poundij and r in feet. Tredjiotd
fof / for Iron on i roti . 00*.
soft soil Murin found / = .065, atiil on hard gmootli roods
r of the S'Tciety of Arts (Clark. R. T. D.) rep<jrted a loaded
dbil a resistance on varioux loadx a.<< below;
it Speed per hour. Coefnetent. Restslaace.
a.STmiles. .W! 17.41 per tOD.
85tJ •' .OlSt S7.U "
.... 3.34 ■■ .01M5 41.60 "
Jled ».45 " .OI9l> 44.48 "
lie, new.. 3.51 " .0451 lOl.Off **
I the value of /for ordinary ratlroadx, .003, weit-laid railroad
possible railroad track, .001.
•fments that have been made tipon the cottfllcienlH of roUihK
from axle friotio", are too incomplete t^i serve as a basis for
iTrnutwInet.
Inid Friction. —For all fluids. wh>-t)i>-r liiiiiid or gaseous,
{Is III iiidepi'iiiliMii. of the pre,s.sure hetw«?Kii the masROfl in
|Bctl.v propoHlonal to the area of ruldiinn surface; (3) pro-
fc^uaie of the relative velocity at moderate and hiKh .'Speeds,
jcity nearly nt low speeds: (I) indepenilent cif the nature of
[tiie solid apainst which the stream may liow, btit (iepenrtent.
[upon theirdcKree of roiichuesK; |5) proportliiual to thii den-
,,an(1 related in some way t" its viscosity. (Thurston.)
i of Liibritiitnl Surftices approximates to that of solid frie-
pal is run dry, and to that of fluid friction as it is flooded
Bepone and Toefflclenta or Friction of Balld-
italcrlals. <Kroiii tCankiue's Applied .Mechanics.)
nd brickwork . .
brie Ic work with
bt^y!
sand, clay,
i damp clay
^wet claj
sblogle and
31" to 85"
as*
86* to 16W*
aeU" toiiM;»
SI* tolJ^"
14"> to gU«
87°
ll" to 45*
21° to 37°
45°
17°
SO' to 48°
/= Ian 9,
.6 m .7
.74
about. .4
.7 to .8
.fi to .3
.A to .«
.25 to .16
■r.i
.;«
.25 to 1.0
.88 to .76
1.0
.SV
1
Ian 0'
1.67 to 1.4
1.35
8.5
1.4a toS.3
Sto6
1.67 to 5
4 to 0.67
l.M
8.
4 tol
8.S3 to 1.83
1
3,83
\ aivoft.li
TMotton.—Tbe toflnwing is a table of l\»e an^Xe <
- tnction/^ tail », and its reciprocaV, \ -<- f,W
L i^Tf^n k"*?!.'' ''',°"' '•'»" tables of OeDQt&\ ^o
[
I
930
FRICTION AND liUBBICATION.
Surfaces.
Wood on wood, dry ....
" " " soaped..
Metala on oak, dry
" " wet
" " •• soapy.. .
" " elm, dry
Hemp on oak, dry
' wet
Leather on oak
" " metals, dry..
" " " wet..
" •• " gntuiy
" " oily...
Metala on metals, dry. ..
' wet...
Smooth mirfaces, occa-
sionally Kmawd
Sinnotli puiface.'i, con-
ttu uously greased
Smooth surfaces, best
results
Bronze on lignum vlts,
coitBtantly wet
H' lo SOK*
MU'loa°
aaU" to3i»
18^1° to M"
im° to w
88=
I8U"
15* to IBfi"
26U'
M)'
1.V
eH' loll*
16tt'
4° to 4>i»
8»
»•»
.&i to .5
.'i la .04
.Slo A
.-i4to St
.2
.S to .»
M
.»
M
,36
.a .
.18
ISCu .3
.8
.(K'tO.OB
.09
.03 U> .OW
.05?
Coeffldenta of Friction of JoummlM. (XorttJ
Material.
Cast iron on cast Iron . ...
Cant Iron on bronze
Cast iron on lifmuroTltae
Wroujsbt iron on cast Iron
" " " bronze. . \
Iron on lignum rhes ]
Bronze onbronae -i
Unguent.
on, lard tallow.
Uiioiuous and wet.
Oil. lard, lallow.
Uiioiuous nod wet.
Oil, lard.
on. lard, tallow.
Oil. lard.
Unctuous.
Olive -oil.
Lard.
LubrlcilioB-
Ixit«niUU«Dt, I Cii
.07 to .08
.14
or to .oi
.ID
.07 tA .Oft
.11
.IS
.10
.no
I
.ax
I
Prof. Thurston says concern inK the above fl^iireii i '
are probably obtained Id gooii practice with ord<i
heiv given are «o greatly inodifled by variolioTi "
perrtliin', tliRf lli^v i^iin-it lie tnUrn hs ri-»rrt>.*i -*^
Averace CoeiBlcleitta Of Friction. . ■
beunUK; velocity VJO tvi wr iiilnute: u-niptraiuro ."- t ml*
feed through an oil-bole. (Thurston on Friction and Lost (VorkJ
ury foi
FRICTIOK.
[res, as in spindles, the coeflflcieatg are muvh higher '
iind, at a lempvralure of 100° and a velocity of 000
L lbs. per aq. in I
It
.87
.23
4
.18
S
.17
iirJi^H
(HclentK, howerer, and the Rreat decrease in the coefRcii
siirea are limited um n pmotiotil iiwitter only to the sinalli
Mcist especially in splnnlne iiiiu'hliiery, where the presHiii
I fllm of oil so thick that llie viscusity nt the oil Is iin itnpo
ntal i'rieliunal vesistaiiee.
t» on friction or a .Tonrnal Lubricated by an
irled by the Comuiiltee on I'l-iflloii, I'roc. lust. Jl. K.,
that the nbeolute friction, that is, Ihenbsohite tnoRenl
inch of bearing, required to reHJiit the teiideiiey of the hn
the juurnal, is nearly a constant umier nil loads, within
itnit«. Most CPitaiiily it doe» not iut'iease in direct prnprif
as it should do accordinK to the ordinary ilu-on- of swlid
(ults of llieKe experiments seein to sli'iw that the ftietloii uf
:ate<l jniiriial followH the lawis of liquid friction iniii;li moi
se of solid friction. They show that nuder ihese ciicn
loll is De.arly independent of the pressure iwr Kuuare incl
iseg with the velocity, though at a rate not nearly ko rupl
tlie velocity.
litB on friction at different temperatiirea Indicate a Kreat,
te friction as the (etnperaiuro rises. Tims In the case oTi
speed nf 45*) revt^lijiions i>er mintite, the ci3ertlcietic of friC' '
ftture of 1*20° is only one tliird of what it wua ut a teiiipera'
w of steel. 4 inches diameter and 6 inches lonir. and a eitn-
braciniir somewhat less than lialf the circumference of the
•n its upeer side, on which the load was applied. When the
[>urnal was immemed in oU, and the oil therefore carried
by rotation of the joumal. theicreatest li'ad carried with
lbs. per square inch, and with mineral nil r>'2.^ Ui,<.
t with Ortlinary liilirii-aiion, the oil heiriK fed in at the cen-
Ihe hrass, and a distributing ^fouve beln^ cut In the brasai
lis of the journal, the beariiiK woul>f not run cool with oiilj
re inch, the oil bein^ pres.s«l out fnnn the hearinfc-surfao
bll-hole. instead of l)einK came<i in by it. On introduciii|
,es through two parallel t^riHives, the lubrication appea
f, but the bearing seized with 3W lbs. per square Inch,
ras introduced tliroujih two oil-holes, one neureach end of*
a»'b Connected willi a curved jn'oove. the brass refused to
in cool, and seixed with a load of only 200 lbs. per square
J under the journal feeding rape-oil. the bearini; fairly csr-
•. Tower's conclusion from these eii>eriment« is that the
on the quantit.r and urdforniity of distribution of the oU^
ihinu between the oil-baih results and seizing, accordlDi: (
r imperfection of the lubrication. The lubrication may I
Iff a coefficient of T/'IOO; but it appeared as though it couk
d and the friction incr>*tt.'!eil inncfi Ijeyond this point wKM
ik of heAiing uiid neizing. The oil liath probably r"preseirQf
i lubrication possible, and the limit beyond which fricilofl
Hi by lubrication : and the ex|ierimenl» show that witlt speed'
0 feet per minute, by prriiierl.v proportlonlnp the l>earlM(
Id, it is possible to retfuci- the coefflcient of friction to ai lot
>fflclent of 1/1500 Is ea.«ilr attainable, and probably Is fr
, In onlinarj' enpine-bearin^s in which the alret'iiou of ll
ilternalin^ tind the oil ^veii an opportunity to (jct l)etweeifl
lie the diirarlon of the force in one direction te ttot. fcwtRcVe.'cA.
r the oil film to bf s<jnee3ie<| out.
n rhf tifbnriiir of the appar.ituR gave re&a(«\ to\5e\S«!i''e'i>:«^
fcHCieio ilii' .«;;«v.| nf riiiiiiiiiuni friction v>xs tTotn \Qft *«ij^
fiiJ that this sj,,v-,| ,,f injuiinvini friction tenA'sVo^a** ~
oTIfw,/, atii) aluo with le^ perfwt XuXirVi-aWotN-
S'!Sf'u '* '"™"' that sn.».-<l it, auproacto\T\K «W
tuUaJiea, and abore irhtcU the (rictkm VikCt«» ~
932
PEIOTIOK A.m> LUBRICATION
rtoelBcteiitB of Fri<-Uon of JournnI %• Mli OL
Kirael of ri'Mills of Timer'B exjieriiuenlH uti '
lc^S>. Journal, 4 in. diam, 6 ill. Iciiie; leiiii'
LubricAul in Batb.
Lanl-nil :
16T ft. per nitn,
471 "
Mineral ffretae :
ir>7 ft. per min.
471 ••
Sperm-oil ;
157 ft. per n)in.
471 •• *
Rapi»oii:
157 ft. per mln,
L_|^rj ••
I «iQnei-al-oil :
157 ft. per inlu,
471 "
Baneoil fetl by syphon lubricator:
1 57 ft. per mIn
314 "
Rajip-nll. iwd under Jounul:
157 ft. per mia
814 "
I
Coraparatlve friction of dtCferent lubricants under ganir i
tempentttire 90°, oil-bath:
BpfTra-oil lOOperceut. I Lard.
Kap,. oil 106 " ()llve-oll.
Mineral oil 129 " | Jllneml grcu»p.
CoefHol^nta of Friction of Mollou and of '
JTournal.— .'V ca.Kl-iron joiimttl in steel liox>^. 1p«I«'jJ l>y |'i
u HiH-ed of rubbiiip of ISO feet jier niiniit*^, nilb liu>l anil
gave the following:
Fres.siires per 8q. Id., VM 50
Coeff., wlcJi sperm .•• .018
" " lard (tt
100
.ooei
.0187
.OOA
.ones
.14
.IS
.10
The coelDoients at startiog were:
With spemi 07 .185
With lard 07 .11
TliP coefficient at a opeed of 150 fe«t p<«r iiiloiit<> dPcrr««M '
of pressure until SHO lbs. per !W). in. iS re«ch»*d; above thl» II f^
Doenii'ieiit at re»t or at Htarlliii; increiUBef wltb the prrt«iir* <"
raiiire of thw lt«t».
V»Iu« of Antt-lVlctlon '*re»»i». .ri..r,t,,M — Tii*
luelals iivailalile for litiiiii; hr.^
lower ihAii can kio ohiaiiied «
" tivrrUealiUK," becau&e of the ki., rMl
ability to permit of abrsgion or viUBliiiiK, niUiuut cXCtmII
friction.
TIlUrMon (Fri<"i-' ""l ' '•^■' W.,rlrl cnra (liil
Other »ofl whli'
tt}- frii'lii>n in ''
atwt M*j\vic»i^ ^» 4tv^*\\v>Nfxr. ^.11
In for B
UOltlN'S LAWS OF FlUCTION". 933
I for Bparlnea. ( Jopbua Rose.) -Cast iron appears to Itp nn
lu iliH iiciiciiil luif, lllttt I lit- liiinlfi' iliu iiietul the creiilHi- IliP
lo wear, bec;iiis»' cast ifun is shifter in its t**xture anii etisiBi" to
^el ti»lt« tlmn sleel or wruiik:tit ii'itii. Imi(. in Noiue NJluaUonM ft in
ui'ablf tJiaii liur<lfntMl sti-t^l; iliu« w)»i>h suiT(>urii1efl by i-tcam It
etl^*^ thrill will liny oUjpi' iiieial, TtiU'*, rnj* iitsiniire. i*x (utI+'Hi'i?
itfiK^I il'ar. I'isliin-iiiiKs of <asi iron will wfai' siiiodlln-r. Itctier,
y as l>iii^ H!i ttmse of Kieel, ami longer than tlmsii xl «ltlier
Oh or l>rBas. wlietlier the cylinfler in which it wiirirs be coinpoBecl
eel, wriMitfht iron, or east iron; lliy lult<?r IwiiiK llti- imii*- imte-
ire two siirfnpes of the same metal ilo not, as a rule, wear or
ogi'tlier. So also slide-valves of lirasn are not found tow ear su
iinoollily as ihotw of cast irou, let the metal of which the «eatlnK
(I he whatever It may ; while, on the other haiiil, a. cast iron slltje-
»ear ioiiper of itKelf and cause less wear to its iteat, if the latt«r
•on. fhnn if of st(^*»l. wroiiplit iron, nr liraK.*;.
n or .Tl^talfi nnder Steaui-prenoure.-The frloiion of
I iron iiinler steani-pre.ssure is Uiinlde lliul of iron upon iron.
.■.ifl<, Truris, \. S. M, E., i. 151.)
• "liaMTB of Friction.'*— I. The friction l)etween two bodies
iroportioned to the pressure; i.e., the c<jelllcleiit in constiiiil for
•B.
elHeient and amount of frlctioo, precBure tteiDcr the same, is iii-
■jf the areas In coutatrt.
lefHeient of friction is independent of Telocity, allboiii^b static
L'lion of rest) i.s (rreatei- than the fritliou of mfilloii.
iri. April 7. 188.^. comments on llir.>-i> '"laws" as followg : From
Ml 1871) there wo-k uo atleiiint wurlh siieaklna of to enlarjce our
of the laws of friction, wbicu duriii^ all that ^leriod was a^SUlIl^
ete. although it was really worse than iiuhini!;, Hince it was for
irt wholly falHO. In the year first mciitinneil Moriu iH-gan a ae-
•riments which exU'iideil over tv^o or lttrt*e years, anrl which
the eiiuijciation of tliesc three " fuudaiiiental law.s of friction,"
hleh is even approsiniat^ly true.
rears these laws were acceiited as axirinnti.", ami were quoted as
It question in every Bciemijflc work puhlished dnrinK thot whole
iw that they nre so ihoroiiglily i1iNcre<tite<1 it has lieen aitjinipted
way their defects on the Kronud that thtv cover only a verr lim-
)f prcsvSiires. aruas, veioi_:ities. etc, I'lid t^uit .Moriii himself only
them UK true within the ranee of his condiiions. It is now clertPl.v
that tbero are no limits or conditions within which any one oif
ipnroximates to eiaetttude. and that there are many cooditioDS
1 tliey lend to the wililest kind of error, wliile riiany of the con-
OS inaccurate as the laws Ffjr example, iu Morin'K " Table of
of M-jvliiK Frlctioi) of Smooth Plii«e Surfaces, perfectly lubri-
;h miiy he fDUiid in hundreds of te.xt honks now iu if<e the coedl-
lunht iron on brass is piven as 117,1 to .103. which would make the
ion fif railway trains 15 to '.'0 lbs per ton ftisteud of the H to (i lbs.
ually is.
[fUTD, in a letter to the Secrelarj' of the Instltntian of Mechanical
iated Jlarch 15. 1H79, wrilesas follows ctiucerniuK his exiieriments
nade inure thnn forty years hefore: " The results turni.sfi'd hy my
a as to the relations betwet-n pressure, surface and sffeeil on ttie
imI slidiiig friction on the other, have always <)ccu rcKKi'deil by
as macbeioatical laws, hut as cUjse ujjproximatioiis tit the truth,
Imits of the (i u,i of the experimenti themselves The same lioldH.
i>n. for many other law." of prdclieul mechanics, such us those of
taD<.-e, lluid resistance, etc.'
1. Denton i.sVfi-fii.t /m/irii/nr, July, IWtOlsaysr It has Ijeen geu-
oed that friction lictween lubricated surfaces follows the simple
t amoimt of the friction Is some flxi-d fraction of the presMire tK>-
urfac«!, such frdction t>cinK independent of the iutensitv of ll>e
r Sfiunre inch iind the velocity of rubbinu. betweeti cerVaVu Viv\Vv\A
ana cbat tlif fixirl friictlnn referreii to is repr<«ieutA."4 Vjy \.\\e eft-
frivriou girea by th e.Tj>»riiiients of Morin or otiUvneA tirovft «•"«■-
»/» wliJali rt'pivuful coniiitioas ot practicaV lu\)rtCiVV\t>w,*vvcV\ t"
I K'ehbers ilaaiml of Vawer.
tinmeaia of •i'lmr^toii, WoodbtiiT. ToweT etc Yxo^e-'e*
le rrJeliot, b.-twei.'u lubricated luetalik surtuic^, *v^c\^ '>*•
I
D34
FKIOTION AM) LUBRICATiON.
chine bcsai-tnES, iii not directly propi)rtii)nal to lIlB pressurip. Is i
liwil of the speed, and that the coefflcieots of Moifii and Webb
i<?utokl too gnjut for mojerii j^ninialfi.
Prof, Denton off'-rs an fxplanmi"U uf tlii~ iii'd ii' iri . .•ot|!
thoritj.w bv showiti>t. with lahorator}' i
lasva bold for boiuiu»;» luhriujitoiJ by a i lid
is aflfoixieri by tbe t>:I cups common to ii ,
periiueutK havi' lipt-u made with a surplus Ici-U or »up' iiilmit*
cant, such tui ia provided ouly iu ruih-oHil-car jouriutlii. anU i|
txiscs of practice,
Thut tin? Ii>» coeftieieuN of friclioa ..)-
art- reiiUzed in tlic uiMe of car journals 'M
ptratureof cai'boxfsrcniaiiisiil liXPat lii;-
lliat this temp'^raturf is ctmsistt'tit. oiil> witlj a i.-.>fUlL«
fracllou of one per cent. DeiluotJonB Iroui experiinfut* i
hIbo indicati" tiie sanic low dejirree «'t friction. But these I
iiot aocoiiiit for the riilenial Irlctioii of sl4iaui'euKiut)D ox mVl
fffl'jients of 3lori» aud WehlK^r.
Ill Aiiiericiiii Miirhiiiist. ilet. 28. ISW. Prof. Deiit..n ■
iiveut of friction of luhriett(<*tl joiirnalK did ii'
They apply only to the oonditious oi treiieral ^l
He cleui ly understood that iherb wus n friei i
the viseoslly uf tlie oil, and that therefore, for i I'ly li^lii pf
which he eniMioinli'd did not prevail
Hi! upplied hm dyiiuinoiueier-i to ordltiary (ibaft']ouiti>iL'< ^H
prepai ution of Ih'e rubhini;-.-;iu-faces, nod without rt«oi1lii(l
uicthotlK of supplying the oil
Ijiter e.\f7erimeriter> hnvt- with few e\cpptioos devt»I»<J
Kively to the meai'ureuieut of resiBtaiice iiraiiicallv due
Tliey h:ive eUruiiiuted the r«^>it^tallce to which Morlii tyi<a'
ruerit.s. namely, the rrietion due t<i such eosUicI of the
prevail with a very thin Qliii of lubricant beiwt^u cuuipar
races.
I'rof. Deuton also says iTmns A. S. M. E . x. MSk I !..
!k a particle of proof iu any iuve»iii'uiion of ftiction ■
laws do not hold 'or nrdlniiv pniciie.d oil-eups '.r i ■
Lawn of I'rirlion uf \t ell>liibrlruii'<i i
(jo<Klriian (Trans. lust. <_' h.. l^t''>li. t^Kj'n .\eiiM, Apr. 7 iju*l
iDK Ihi' ri-Hults ohtniiied from the lestiuK uiachliirsof Thiiratii
Stroudley, arrives at the following laws;
Laws of FoiCTtUH: Wkll-utbricatid Scktaom, |
t(.>U-buth »
1 . The eoeftlclent of friction with the surfacei* effleii-nlljr lu'iH
1 <i 10 ] 10 that for dry or scunilly liibrL'.iteit surfms.*
a. The coefHcleiit of friction for uhhIi':- n-
pnisiuialely inversely as the ui>riiial i>i
rlesjis till- area in contact, th- ni-rni,ii i
.4 At very low journal sjm '
bitrli: hut ns the soeed of -li
the friction diminishes, and
approxiinatelv as the "upiarv i
4 The Coenl(i:Mit of frieliiin vai
Miu'e. within cerlaln liinlL'-. uaiml.
Tlie evidence upon which tbes<- in ,- . ,; i u i
ern experiineui.*. Thiil rehitiujr to hnv irora tlie
ull FHcljoii Kx(>erinlents," by Mr. Ueaui ,
Method «( Lubilcaiion.
Coofllitlmit of
Fnctiim.
i.b«(h \ w»
if" ■■ ^::!:.-";;:::;::::"v:-\ ^
LAWS OF FRICTIOH.
935
\ei as much, with a pad. The very low cwfndeniis nh-
[)wer K'UI be acvounKMl for by l^^w :!, as be fouud ttint the
nee per square inch uuiler varjiD? luadi! ii^ ut-itrly coiuOnnl,
so. lu 5^ 468 41S 863 810 358 -JOS I.VI 100
tpersq.in. .116 .514 .198 .472 .«H ,4!i8 .« .4.%8 .«
reniflBuce per square inch is the prcKluct of the coefticieiit
lie load pi-r square inch on horiionial section." of (be hrass.
oduct l>f a erm^taur, the or.e fnctor must vary Inversely as
i;;h load will given low coefficient, and vie- Krimi.
lul»ricutir)n. iJie coeftlcienl is uiore conHtaut under varying
lonal resiotnnee then varief) directly as the InaJ. as shown by
»ble Vni of his rep^.rt ( Proe. lu-st. M. E. 18S3i.
to Law H. .\. M- WelliiiKlon i I'lnriH. A .S (.'. K. IWJ), in ejc-
nrnals revolviii); at very Tow velocities, fouud that thefriolion
tn-at.iinfl nearly conslatil under vnryinR i-on(lili<in!i of the
lid temperature. But as the speed inoreased tlir friction
reK'ilarly, and again returned to the original amount when
I reduced to the Hame rate. This is shown in the following
niiniile:
3.33 4.96 8.8:.' 31. 4J 35.37 S3.0I 39. -JS 106.03
rictioii:
.070 .WJ9 055 .047 .(MO .0:35 .030 .OM
ttnil by Prof. Kimliall that when the joumni velocitj' was in-
to 110 ft. per iidoiite. the friction wag reduced TftJ; in another
Waa redlii'ed G7X when the velocity wa.s increuHed from 1 to
lie; hut after that point was reached the cnefflcieDt varied
yritb the square root of the veloeity.
; rea^ulta were oiitaiued by Mr, Tower:
309 S6-i
.OOlOi .0012 .OOl.l
.OOliil .tlOH .OOlfi
.0014' .0018 .0017
314
86ti
.0014
.0017
.0019
419
.001 fi
.OOIH
.Mm
471
.wn
.00-2
.00-.'4
Nominal Load
per sq. in.
690 lbs.
468 '•
415 ••
offrictiou with tetnperwture is approximately ii» the inverse
iake, for example, Mr. Tower's results, at 30'j ft. per minuto:
.0044
.00461
.0051
.OfflSlS
.006
.00608
w
70°
.oora
.ooc.'ta
.0002
.ooaivi
.0110
.oi-.a3
not hold pood for pad or liiphon lubrication, as then the co-
lon diinhiishes more rapiiliy for K'veii incicini'UfK of tem-
I a gradually decreaaiiip scale, until the iionual ti-nip<'ratiire
led; this iiofmnt temperature increases dtifcdy as the looil
k is shown in i.lie following table taken from Mr. Stroudley's
lb a pad of rape oil:
105°
.OSi
IIO' 116°
.01*1 .0160
.flUlO .0020
130°
125°
130°
mv
140°
.0106
.0001
.0140
OOdO
.012,^
.001,-1
.0115
.OOltl
.01W>
.<»os
U5°
■WeBtinBhoiiRe evperiments it was found that with velocities
Icr min., and with low pi-essiires, the fricllonnl reslstauc*
ILs the normal pre.wiire; but when a veloctly ot \W^ l\..
ifd, the coefficient lit friction greatly d\iTvV\\\BV\eii', f
tits rrijf. Kennvdy foiiml that the coefl\c\enl Ot M
\s sensibly lea^ tlian for low
Jommitteti ou Fricuoa eiperliueuteil wUU a*
reslstaucrt
ifa^
inrr^Bprt. awt mar fie «tjit«! iipprttTlnittWj*iSs-'
(JtinlinKliln^ lo 1..'Wt jii T'l Ih^. [N*r sq. [ii.
Tin- bii;li i-i'rt!\i:irrils of rrirtimi are explain«I by thf AH
\nf; nfuWaviivnriiig. i< is Hiiiiitsr to the »li(le-bl<x-k of anj
curry only ubotil one teiitii tbe load |>«M° t<q. in. that can
CIMl'k-l'lUS.
In exiK-riiiifiitx nn cylindrical journals it lias iwi-ii «b
cy lihdririkl JoiimHl was iiibrifnleo From ilie side on wliirhl
I'W lbs. jicr H4|. In. wan thf lindl of pressuiv Hint It would n
c<ini« In 111- InVirifnlwl on the lower aide and wns nIloweJ|
Willi it, 1)00 U)». jM-i sq In. was runchml «itli iiiipuinly;
M|. In., nljlcli was rL-t'koned iipini the full diainulerxf th«L
be reokoneil on llio blxtli pnit of tli>> circle that was tdkliigl
portion of ilie load, It followtil that lUe preaaure uponibm )•
ainuiinteil tonboiii li-liO llig. i»t'r sq. in.
In connitction with tlieHC exiwi'imenlg Mr. Wickstet'd 8Ul
in)|r-lnai-hlneH the pie»KUI-e on llie collars ia frequently n» hlsl
W). III., but Hie sptH-d I if nibliiiip In Ibis L-tt,s« is lower thuii I"
ilie «x|ien'nieiil4 of llie Rewarcli Coniiniltee. lu niacb'
sloAvly and Iniei-iiiitlently. as in testiiiK-iusobines, very i
sures are adnu'ssible.
Ml'. Adauison mentions tbeoaji« of a heavy npri^ht :
small ftxitslep lifiirinu, where o weijfht iif at least a) toa
Hliiifl of 5 in. di.imeler, or, say, Jl) si), iu. niea. Kivine a P"
■wi. ill. The »i><*d was llh) to 'iOO revs, per iniu. li wiis i
oil nnderihe beaiiiid: by means of a pump. For heavy
such as a lly wbeel sliaft. carrj'inK 100 ions on two jonri*
f(i'llinir oil into llie lieariOKS wtis lo tialten tl)e jniirn
tlirniiKboiit its whole Ii'iiriIi to the extent of about Hii «S(
width for each inch in dlninoter up lo S hi. dhmieter: alio
less Hal in proportion to the diameter. At llrst sight it npi'
lo Ket nconilntKm.s flat place coraiiiK rouinl in every revolul
loaded shaft; yet it carried the oil effeclnally iniotlieliei
much better in consequence than a triilj' cj'lindrlcal joiit"^
side.
In tlirust-bearini;R on torpedotKiats Mr. ThoruytToft alij
n«ver more than .W lbs. per imj. in.
Prof. TliurBton i Friction ami Lost Work. p. -'lOi Ray
prpHsuiv per sqimre inch is rencbed on tbe slow-worliingrj
pivots of switiK bridges.
Mr. Tower KaTf (Proc. Inst. H. B.. Jan, 1884); In (?cc«itl
TION OF CAU-JOURNAL BRASSES. 931
'roc iDflt O. E. 18«ii found that the total friclioDal re-
ply PMiiicMl by riirriirii»hln« the width of the hrns^t.
ft mosr ('rtlcicnt. in rwiiioiuR ibc fristifni whpu the broM
of rrum !JU= to 00°. Thf film Isi pmlMiWy at its best be-
>°and 1I0«.
trass of a railn-ny oxlebc^arine where an oil-groove 1« cut
d an oil-bolp (n ilrillirij tbroiiKb lli» top of ilii> brui-s into it,J
bly on the off side, wliieh is probiihly duo to the oil (wcap-
nches tlie cr-jivu of ilie tiriiss. nml so leftvlUK the off aide'
the n-car consoquentlj- cdsiim.
the broifii weai-s always ou the forward sliie. The same oh-
nuule in inariiie eiiijine jounials, which always wear In
B way to what thr-y iiiiKht t«' i-x]»Tfi'd. Mr. Stroiidley
fity ii due to n film of liibrieant l»fiii(r ilra« n io froui the nn-
rnal to tlieaft part of tiif l»rii.ss. whieU effeftiially luljri-
iwear on that side; und ibni when the lubricuut reaches
' the brags it 1h so atlenuate-.l down to h wedtie shafie that
I Inbrication. and ijreater wear conseqiiently follows.
anC.fl/ii. 3/iiWi.. Oct. ati. IHUO) .'ays: R<'KardiD>; the pres-
smbjeetcfl in raiirfwid eai"-service, it is ])roliabIy moi-e Bevepo
lass of pnu;ti<;e. Car bnuises. whni UBfd bare, aresoim-
Ije Journal, ibut duritiK the eiiriy siik^^s of llieir iwe the
ly be but about one square inch 'In this eose the pressnra
ipwards of COOO lb« But n( the s!ow4~,t siweda of frei^^bl
f a brass is so rapiil that, within ab^Hit thirty injnute}* tiie
aaed to about three inches, and is tlieieliy able to relieve
alter can siiecc-isfnlly prei-ent "vprheatlui of the joiiroal,
f takes plact' wilii anif i»il, and ineti«)ures of ivlief uiURt be
uate the question of differeiiCMs nf liibrliuitini; power
t lubi'ieauls available. A brass wliioh lm-< lieeii run about
00 lbs load raay have extended th° nreii of benrins-surfaee
ire ioohHS, The prwiure i.s then iibout 17n) llis. iper square
KS'imed tlmt tbiK is an avernni' ininimuiii area fnr car-aer.
ntand unniaiintteable ovorhentiiiK ha.« ocenrred during th«
1 short thue. This area will very slowly lucita»e with any
T, Feb ISflSi says: One of the most vital points of an en-
lervice Is tliat of main lienrings. They should have a sur.
>t exfeedintr li'fl feet per niiniite, with a mean beArin^-
B Inch of pi'ojei'ted area of Jnurual of not inure than »0
erably within the :<ai(.' limit 'if con] ijerfonuaiice anj e»»y
beariufn aiv desiunetl ju ibis wiy, it wi<ulit admit the ins
e main nearin^-surfnce, which in a larRO type of enginei
irlc we thinli a.lviHttble.
lu « BcartuK.-Mr. Beaueliauip Tower (Proc, lost,
ade experiment.s Hifh a bras-i liearfiiB-t lncli-« diameter
> determine the pressure of the oil between the brass and
jearinK was half iininerseil in oil, and had a touU load of
The Journal rotated I.IO rev.ilulioii.s p<'r nimiile. Tlie
was determined b.v drillin;; small boles ni tlie liearin); at
1 connecting them tjy tul>es t<i a Bfiiirdon i^ant^. It waH
Bure varied from 310 to >X> lljs per squiire inrb, the great-
a little to the " off "' aide of the centre line of the tap of
direction of motion of the jmimal The sum of the up-
i by these pressures for ihe whole liiliricated area was
B total pressure on the bi-nrinj;. The Koeinl was rei1u(?e4
lution.s, but the oil pressure remained llie Kauie, ghowlijg
s on comnli-tely oil-bome at the li>wer s))e«l as at tbft
ring was the otwierved trictif>n at the lowi-r sjieed:
, IbM. per square inch ... \li X& 31 1 89
t friction Wias (WtOS MfiVt .0M4
1 per square inch Is the total loaxl dWided \<5 Vfe» vf"*'***
metb of the Journal. At the same lovr specA e* '2W T«r
» was Jacreaaed to 676 lbs. per sauare iiwiUllVlXtwSt '
eixing.
r-Journul BraBses. (3. E. ^^^-^
row dressed with an emery wheeV.Ujt
^arlag-aurCAoe oq the journal, oar
I
I
^938 FRICTIOX AND LDBKICATIOIT. ^M
at a portion of the surface, of only 1 ssquare incb. With this prodiM
- s. per square inoh. the coefllcient of frittlon may tie fit, nod the l«W
s ovt-rbeaifd, si^aired and cut but, ou ibf contrao'. it ii.uy « i!«i'ilgt
J n smooth bearinc. givinK a biRhlj pnlishtsi atva of <-oB *
[inches, or more, inside of two boui-s of niiiulDe. e^railtin "
pressure per square Inch of contact, atul A coeflicient tif f
5.W, A reciprooating imitlon in the direction cf 'i'- i^
in redUL-lug liip friction. With such polishe<l sii
tod the otiefflcieut of friction then deiieiids on tl
1 lux^ssure of UXMlbs per square inch, if volntiou ,
ind temperatures of TB" to 113° t\ with liolh sperm and ;
ilTiclent of as low as U.tls has been olilflioeii. tbe oil bi'it^ifl
Kby a pad.
1 Experiments on OverheMtfue or Bvarlnifa, -If4
[CI>entoD. I— Tents w itb car Ijnissei lnaded from I H*i l<> ifm
DC'h (rave 7 cases of oi'erhe4itinR out of a-i trials. The ifst* 4
i matter of chance ift tlie overheattni;, as a t>ra«.^ nljicb
llnad on one da.v would run cool on a later linlr at the >uin
Imire. The explanation of this anpareutly arbitrary differ
j that the accidental varintions ot the Mnootlmess of the r
Lflniteslmal in their insKniliide, cau.«e vurintious of friction 1
[lending to produce overheatinir, and It Is sol. Iv n n
Hbcse tendencies i)repondernte. over tbe lubi !■
[There is uo appreciiihle advunlaKe «howu l>y sj"
[deucy to overjinat — that is, paiadhip (■an liitu;.
Lsures wliich occur, as well as • :. ure w<tS
[tlons afTunJini; the niitiin.uui <
Sfterni aiiJ other oils of hit.'!' -.Iikcve
I petroleuai cylinder stockH. only diflir liiuii !!»• nt,.<rv voIaiIU
I Uke paralllne, in their ahihty to reduce Ibe tliances of the '
[ dental infinite^iinal nbratjon producinir overheat inj;.
I The effect of emery or other gritty subi-taoce Id r«liioliig o»«
Ibetirine is thu«e.xplaine<l:
! The effect of the emery upon the surfaces of tlic lu'jirinirB J
flatter with a series of |>anill<'l jrroovfs. atul ni ■
I are made the presence of the eiiieiv does not pri.
over the amount of tbe latter when pure ml . i
I Tbe infinite iiumlier of (groove* constllut'
B uniforai oil sii|iply at every noint of tli'
I the journal match with those In the hru.'^-
ttonnlyatout U»S to us nf thepresKurc. Kui d u .-.jui..jiuj
I between a set of hra*s«'S which are jjrooved. and pn^
l^ournal cruHheB the grooves and tieounit-s t'rjizn! ..r r«
1 then tlie coefficient of friction becomes '
applied, the Iriction is made very niiicli '
[Hioovehare made to match each other, bii 1
)e»erv point of tbe brorincH, whereaa liefoix- the .ipphcutioM'
I luaiiy titioki uf tbe latter receive no oil between ibeiu.
niouaent of Friction and Work of PHrflon »r
•urfBrea, etc.
Motumi of Krio
lion, inch lbs.
latsnrfacM. fitK,
Ifihaf in and Journals .. H^**'*' .ar~"
^Ittt pivots KfWr .n
ollar-bearlne I'i/"''^*. I ''*, -'?
SonlcHl pivot jA/l<Vco«0ea .tTt^t
fwi/fnJ Journal ..,».»«>•• Hf^'''*«'« .I'^WM
c*t*(l-oone pivot... ««...• H/w ^^^ , ^■■^'<
irot ..- ^"^^
I^Abo
TOT-BEARINOS.
re y = eoeeScienc ot fricHon;
lr = wefpht on journal or piTot in pounds;
r = rmdiiM, d = diameter, in inobf.';:
S =■ spikce Id feet through vrbicli Blidiiii; takes place;
T» = ouUfr radius, r, = tnDt>r radius;
n = number of revolutioDs per minute;
a = the half-angle oC the cone, i.e., the angle of tl
with the axiii.
.1
D obtain the borse-power, divide the quantities In the last column hy
BO. Horse-power absorbed by fricUnn of a slmft = \.V(Mii\-
li.- f.-,rinuia I .r enerEy lost by shafts and journals is approximately (
•raring. Prof. Tliur!<tou ahowi) that the correct (ormuhk
" xhv character of fit of the benrint;; tliua for loosely
^,_ r = tjie energy lost, ^^
r ir= -^^Wn inchpounds = -^^^^^ foot-lbs. fl
perfectly fitted journals XJ = SM/wrWn inoh-M.s. = .:«ao/irrfit, ft. -lbs.
>r A teariug in which the journal la so grasped as to elve n uniform
(Stin? ihroniyioiit. U = fv*r\Vn inch-lbs. = .■ilVi/W'dn, ft.-lbs.
•■istaDC« of railway trains auu wagons due to friction of trains:
/ X i£MO ^^
Pull on draw-bar = - — g — pounds per gross ton, ^H
R !s the ratio of the radius of the wheel to the rnditut of journw^^
idrical jounmi, perffclly fitted into a bearing, and eiirryiii^ a total
tributes i.lie pressure <lue to this load uiiequully on lli« bearinR, the
■ni pressure r»eiaK at iIih extrt-mily of the vertical radius, while at
Se'iiiities of tile horizontal diameter the preiwiire i* zt-ro. At any
the bearing-surface at the extremity of a, radium which makes an
.^with the vertical radium the normal pressure is proiiortioiiiil to cos ff.
normal pro'^HUre on a uuit of surface, w = total load ou a unit of
til of the journal, and r = radius of journal,
^^k . . p.- lO COS 4 ^^1
^H u) cos f s 1.57rp, p = . — . ^H
^P PITOT-BBARINGS. ^|
^B^ S«l»lele Curve. -\V. H. Harrison, in a letter to the .^m. MocS^P
JMSil . says the Scliiele curve is not a.s (jood a form for a bearinfr as the
iieut '.pr tt sphere He says: A millstone weighing a Ion frequently
•ji it» %vln)le weight upon the flat end of a hard-steel pivut 11^" diameter,
,!,.> square inch urea of htaritur; hut to carry a weieht of SOIH) ll)s. he
«e8<ui end iieariuK about 4 jticlies diameter, made in tiie form of a see-
jf a sphere about \^ inch in tifleht. The di» or fixed liearing should
B(l to fit the pivot. Tiii-* form ffivi's a cliance for tile tR-arinif to
.istdf, which it does not have when made Hat, or when made with the
___r curve. If a siile bearing is necessary it can be arranired farther up
^haft. The pivot and die sliould be of steel, hardened; cross-gutters
lid he in (he die to allow oil to flow, and a centi-al oil-hole should be
(• ill the shaft.
le advantage claimed for the Schlele bearing is Chat the pressure is uni-
iily distributed over Its surface, and that it therefore wears imifornily.
"red Lewis (.4i)i. Mitch , April 19, ISlIti suvs that its merits iis a thrust-
"ing have been vastly overestimated: that the term "anii-friinion"
lied to It is a inisnoiner, since its friction is greater than that of a Hat
, or collar of the same diometer. He advises that Hat llirust-bearliigs
ilii al«a.vs t>e annular in ronri. having an inside diameter On* UnVt ot
external djnmfter
rietlon of m Fl»t J*iFof-bearliis. -The ReBeBre\\ CQTavcvWW
•ric''"" •l''"'^- lii>t it !■'■■ ihU!) ei:i<Hi-iiii,,|iii.,\ on a Blev-^*'^'^^"*^ ^^^
f. .? rn. cllani,, tlie oil tx-iiii: forced intu liie liearvng t\\ro\\«\\ a. YwAa
st/ie and dlatiibin fil through two roilial gntoves, insurtxiR Oa.o^Wj
ttloa. The step was of steel and the bearing of aiatt6&xvea»->ar— ^
mo
FRICTION ANI' LUBRHATIOS.
HI I)
1.,^. .
Tli« coelHcieiitof Iriclion varieil t .OISI
between )anil.(t£.'l
Wiih B whitt^nu'lal benring at Vi* rtfvoii.i --
vmaa liltle Ihirit Mian ttith the iiiHimii
the ci'efflcieiit of fiicliim was less, nvrlnt:
tRliowii by tlii9 lui'iv mpiil cire'iilaumi <•:
bronKe benrinic lieutPtl Hnd seizfi i>ii <m* tn-*c«f*iwt
and on aiiQllier oocasiou with *!>> |K>utiilR iit-r sqii.iiv Uil'U.
bt-'ArliiR iiDiltM' siiiiilnr coiiilllioiis lieutra ari'l ~' "
pounds Iter sciiiiirv iiitli. The sl«-el fonlKlep on
wards trieJ. IdlirifHtiiiB witU three ami wiili i
fi icliim nils from vi\e and n Imlf lin.eg to t« ic' .. ^
(;ro()Vi s. fS>-H nlw Alli.wjilile Pri'ssiires, poKf U^Wj i
JWcrcnry-balh Pfvot. — A ni-arly fru'lionl<-sa step lira
obiiiiiieil bv tloiiunu' tlio bearing uilb U» supcrlnciiiiibt'jii Wf-14.
(TUry. Sueh hd apparatus is tiseU lu the ligbiliousvti ot iji Hcv
is (htisdescribeil iu Kii(/g,Juiy H, It*!*}, p. 41:
The npti.^nl apparatus, weiebiiig about 1 ton, restB on a c»r_
table, which in supporleU by a, vertical ehaft of wi\iU|(bt
diameter.
Tliis is kept in position at the top by a In-.,
and ai t)ie Iwttoin in tlie same way. win
pivot reMint; in a Kteel tiockel, uliiub is li
tile vertical shaft tliere is riBl'llv Hxed o :
iMcranil 11.8 in. In depth, wliicli Is pliiii.
bHtti eonttiineil in a tixeil outer drum 1
vertical SHrfac(»R of the dnmi and rbiR btjju
niucli OS possible tlir vciluine of inerctiry' inbuui 'JJO iltn.), wbtml
tal clearanee at llie bottom !.•• 0. 1 in.
BAIiI.*BEABI?JGS, FBIC'TION BOI.I.Ens|
A. H. Tvler iKiit;'o. Oct, -'iX tsis |. ivi . afi.. .•\|-il.
paiiSMD Willi experiments of .
That each luill must hiive •
The liiills and race must b<-
Tbe l>nlls sb-.iild be of tlie hr;;. ji jms.-iLie ■Jiuiiiri-'i 'i IjiLh 1
divrHiiial will ailinit of.
Any one liull xlioiiM be capnlilrof cnnying the total load up
Two rows (it balls me always sullli-ieiil.
A ball-bearing requireti 00 uil, and Ikas 00 IvBdmcy to lia
loaded.
Until the cruHliInt; t^lieiiKlb of th<^ ball* Is belnj; noaruHl, tlu>^
ihii^tance Is pro|iortii*iial to llie load.
The fiieiioniil resi.-»taiic'e is Inversel.v proimrlloiial to Ihfdll
hallM. but In what exnet projK'rtlon Mr. Tylifr Is iinablv 10 aarJ
varies with tlie f»tpiiire. j
The resistance in liidep<*ndent tif titf* ninnber nf tnlls rtri.t . f t|
No riibblnB Hi'lion will tak-
ftlfuiusl It are unncesiiaiy, :i<
The alinvi« will sllxn- (liilt 1 <
and IlKbt Inada On Ibe spli
ninch &s.1ll.(llld revnlulinns |>'
hiu'"' liny oil iipiin iliein. !•■
two lldidi lll^■ ddiMieler of lli' I4
Bitll-bearlnar* l<»ve m
the reiiscin ii)r|in<vi!Mv ilinl I
lit**'ti (•Itlainfil f I
Ud.sirll.e.l III /
Frirlloii-rol ■■
.w*-«
»mamimf^m'immm'm«irwm>
trmr%ngm for Very Hlg-h Rotatlvr Sp<>(>dK. CProc. Iiistl
ls>iH^ |,. 4Hi »— Iti lliH Parwiiis Nlfiiiii-tiirbinL'. which ha» a Hp«eJ
I .-\s IH.mx) lev. |H?r niiii.. as li is irnpos.-)il)lf lo Rfciiie absoliilc nc|
aUinct". ilie lieariUKSuieot s^|>fclul(;oU!ilriiciiun so as tu allow of a (
* i>4iiall AiTiount itf latei-fil frepiinni. For this purpose the bMnrliipl
I<1«? 1 by two »«-ts of stpH wualii-is l/IO Inch thick ami of different 1
h. ttie larger titlinf; clotu? in the <^'asin(; and iihoiit l/3'i inch clear
»ing, and th« sinall<T tlttin^ close on the heArini; and al>ont l/'3'J
r of the casing. The^ie are arraugfd alt<*riiali.>l.v, nntl are pr
^Lber by a spiral Hpriiip. C*i>nseqiien(ly any Iat4*ral movement
ling causes incm to sliile mutunllv BRainstone another, and by '
:ir-ii t-> olieclc ur damp any vibrations that may liesel up in the spil
• ■ V of the spindle Is then lo riHate about Its axis of inasis. or |
- it is lailed; nnd tht- hearintrs ai* liit^ipby relieved from exl
■, find tbo machine from undue vitiraliou. Tlie Hudiu^ of|
.11. or ntthor allowing the turhini' Itself to (ind i.'s i
I. Is a uell-known de> loo In otla'r hrnnehes of meL-lmnl
■t' of the oeiitrifii^^al hydro-extrac(or, wliere a iiirs-h vl
rice is allowed to linil its own centre of (fy rat ion; the fait
ijuiily dill it revolve and the less \vn« the vibi-ation.
11 is to be found in (he splndlPH of spinning nmchinel
.ilioiit 10.000 or 11,000 revolutions per Miiiiiite: lliey are iiiul
i and temi'ered steel, and although of very stnall diineiisioiiK, tf
'.r'tt r of the largest portion or driving wliorl heiii^ perhaps n|
.. it is found iiiipraolicahle to rim tbem at that .-speed
lied a hnrdnnil-fast hearinif. They are therefore run will
-:ancesurroiindinKthe l>eaiiuK,8itcliassteel spriuKs, heuin
•ork. Auy eliuslic suhstance Is sufTtcient to absorb the vibration, au^
M^t of absolutely steady running.
FRICTION OF STE.\1TI-ENC;I7<)B8.
Slstrlbatloii of the Frirtioii of Kiig;lneH.—rrof. Thurston ii>|
■• Fiiction and Lost Woi k," gives the (oliowiiig:
1. J- 3
Main bearings 47.0 35.4 JB.'o
Piatnn and rod 82.9 25.0 81.0
Crank-pin 6.8 5.11 „ „
CroM-beod and wrist-pin 6.4 4.1 f ""
Valve and rod S.B 3»,4 [^ », n
Eccentric strap S.3 4,0) "
Unk and eccentric 9.1
Total .
lOO.O 100.0 100.0
|o. 1, Straight-line, 6" X 12", lialanced valve; No. 3, Slrainht-lhie, 6" X U",
1 valve; No. 3, 7" X 10", Lansing traction locomotive valve-^ar.
■ rston's tests on a number of ditTcrent styles nf eitirines indicatu
iiiclion of anv eoKlne is practically cuiislaiit under all loads.
^. .M. E., vili. to; ix. T4.)
gbt-line engine, S" x 14", l.H.P. fruni T.-l] to 5T.M, the friction H.
Birularly between 1.9" aud iM, the vnrlatiuii lieiiig iiidepond^Qt
With 50 H.H. on the brake Hit; I.H.R was only ;i.',<i,th« friclion
loiily i.O H.P., or about t%.
Itompoiind condeuslng-eDgine, tested fntin 0 to lOi.C brake H.P,, pavB
'.front U.9-i to 117.8 H.P., the friction H.P. varyin/ only from 14.1W to
At the mnxiiiiuiuload the friclion was 15.i' H.P., or \i.V%.
Jfrietlnn iiierea.'ies with increase of the Imilerpressure fioiii 30 to 70
' i omes constant. The friction generally increases witb in-
ut there are exceptions to this rule.
^(ecrjin ludiratiir, July. IHJXJi, i:oiii|iarlng llie calculated
■I li niimlier of engines with the friclion tin delerniiueil by nieasure-
ftuils ihai ill one case, a TSton aininonin k'e-uiacliitie, (lie friclion of
Jipressor. 17>-4 H.P., i8B<X'ounted for by a coetlleieiil of friclion of T^>
il liearings, allowing (K of the entire friclion of the machine
I pistins, siiitlliig-boxe'i. and valves. In the case of the
.iigengino. esiiiimiing the friction ot theexterinil bearings
>-iii '"f friction of li^ and that of liie platong, valve*, ami stuff-
as in the case of the icctiiacliioe, we have the lolaV ItVcUsmij
' at fulU/irv :
*
^
943 fRICTlON AND LUBRICATION. ■
Hon«- MH
Cr&uk-pinsand effectofpiston-tbrust on main abaft.. 0.71 lli
Weight of ny-K'lieel and main shaft..... I.n *{,
Steani-valvea O.lB M
Eccentric ..v....^. HOT 11
PiRtons t) «» J
Btiiffinfr boxes, six altoRether O.Tl HI
Air-pump «W W
Total friction of englue with load (.111 ^H
Total friction per cent of indicated power ... 4.?r ^^f
The friction nf ibis onRine, tlionpb vftrj' '""■ '" PT'I !>•■
power, is satisfactoril.v OCcOuntt^il for b3' Morin'j* lux^ . coH
of friction of ;>?. In iMrtli ouscs tin- main Items of It •»
the weight of tlie fly wlieel and iiiuin xhafc and <■
craiik-pina and main-shaft hearings. In the ice-ai:i
are tlie larger owing to tlie extra ci-anlc pin to v
in the I'awlucltui. encine the fiiniier pieponderates, aa ili.
partly alisorbed by uie puiniJ-piBton>^, and only the 8tir|:'l
the iranlv-shafl.
Prof. Demon desi-rihes In Trans. A. S. M. E., i
which he niejisiireii liie friction of a piston packinfr
of tlie piston were ilinmnjjhiy ilevoid of lutiricani, il
was found to l>e atraul Tl^S ; with an oil-feed of one <1
coefflcient wa« al>oul !>%; wiili one dmp per minute i
rates of feed (ta»e uimaiisfnclory hibrlostioii, the ;
endK of the stroice when run slowly, and tlietiow of i'
wa* found l>y anulysi!. to (■(•ntain about Ms of iron. *
tniniite reduced tlie coeffleieiit of friction to about ; j..:
perfect lubrication, the oil relainitiK us natural color un.l j^iuilj
liVBBICATIOIV.
neasnrcin«nt of tbe Dnrabilltr of Iinbrlr«Mt
ton. Trims. AS. .M .E , xl. lUI-'i. i— l'in.tti«rilllTt-ieinL-e!i .>r .i.iroii
cants depetnl not oh any dilT'';: ' ^ .... .
out" by rubl>ing, but upon il Hj
from tlie benrihK-i<urfnces.
delicate In their intluruee tli
blllly of hibrlcjiiit." imiv t>e si
caline value Imvitig anj* prsi'
limit to tbecon8umptioii nf uil .,. ,.. ..i. ...
refuse becomes mixed Willi it. as in ruin
of ajtrictdturnl machinery. The ecntioni
the mialiiy used i8 concerned— thni ' -
simply prtiportioiial to the raleai >
out of minute orifioes or cra<-l(s. i
fli-sl, in jiroportiou to llieir vi(M'o.sii i ,;. .-, ,
pillary properiieK which ttiev may pn.s.si..vs h_v v
dieriis uiiwl In their coniposiiion. XVlii'rf the ti
binjr-surfaces must l>e so preat lliut l-r
h'-Rrinsrs In nRiren time, and llje surioni
lie fednt high lemperaiures i.r applii-d I.
fluidity, il Is probable that 111" '■■'■-' "
coMllj- is a-i Kreat us In tlie f
oil nui.'t flow freely at or.,
resirletrd. IIS in the CB^'- ' f : . •,
Biioli huavv odn ill n nmfiiri. Oils of I*
flul'lliv nr>iir.,xiii,nflt,. n^l lli.n be iumwI.
Iteiniive Valnr <>i ;... nt««, i t ii...t^..
■ line** rleiiM'lits v
' ''nnslUUptioii of
UV»it ^^^»■ V*'-
lUBHICATlOX.
943
m^^^Btbe weai'inK away of the met&Uic parts ent«ra tii ad-
fiirth*»rmArff. the lulttfi- is the ?r<»ntest oleint-nt of C(i»t In the case.
ualtBcattons of a Good Labrlcant, as liiUi down by
i-y, hi Hroi; lusl C. E., vul. xlv.. p. ;(;y, ure; I. Siifflcieui body
; sill faces frt* from contact undw niaxiinuin prtxsury. a. The
iis.slljlc^ tluiillty L-oii!>i!«teiit nilli the fore^oiii|i^ couilitiuD. 3. The
libit; coeffivicnl of friellon. w)iioh In bach luhricntioD would be for
pa apprusimaiely. 4. Ihu vreattisl capacity for HiorhiB: aud
»y heat. 5. A Jilgh temperature of deconiposKion. u. Power
Jatloii or the action of the atniiwplwi-e. 7. FreeUom from oor-
on the nieiuls »im>ii winch iiseil.
inbrtcantit for Olflerent Pnrpoaea. (Thurstoa.)
1
tures, a» In rocktlrllls
joiiipiessed air:
^resisurea, glow speed . .
iree, with alow speed. . -
iras and high speed —
res and high spued
chluery
I Light rdlueral lubricatlD^-oUs.
) Graphitts soapstone. and other solid
'( luiirlcauis.
) The above, and lard, taliow, and other
( greases.
) Sperm-oil, castor-oil, and heavy mln-
I era! oilii.
Ji Sperm, refliifJ petroleum, olive, rape,
'( cotton-SfHii.
t Lard (ill, talloiv-oii, heavy mineral oils,
t aud (he heavier veet^tubluutls.
Hfavy iiiineritl oils, IbkI. mllMW.
other delicate me«ha
\ Clnrilted sperm, ni-al'M-tooi. porpoise,
'-; olive, and light mineml lubriuallog
/ OilH.
lard Is much used; olive aod
e with mineral oils, sperm is best:
IV KOfid.
or Oil needed to Kan on Knglne.- -The Vacuum Oil
In i-eKpiiii.ie to an iii()idi'y a» [•> cobi of oil to run a lOOOH.P.
rtne, wrote: The cost of i iimiing two engines of eq\ml »l7.« of the
te i» not always the Kaiiie. Therefore while ite could fuiuisb
ing what it is costinK some of our customers haviug Corliss
00(1 H.P., we could only give n Keneral idea, which in itnelt
islderably out of the way iis lo the prohable cost of cylinder-
ills l>er year for a particular engine. Such an eneine ought to
III less thnji 8 drops of fflO W oil inr minute. It HOW drops are
;la« QMiirt. and 8 drop.i used per uiiuute, it would take about
half barrels (SV S ptillniis) if WO W cylinder-oil, at 1)5 cent.s per
about |iS5 for cylinder oil per year, running; fl days a weel; and 10
ly. Engine-oil would be even innre dlrtlcnlt Co guess at what the
1 be, l)eeaii«" it would depend upon the number of cups re(iulred
rine, which varies .xoinewhnt according to the style of the engine.
loiibtleSH be safe, iiowever, lo calculate at the outside tliat not
wice as much engine-oil would Ije reuuireiJ as of cvUniJer-oil.
Oil Ou. in ISUa ptiblished the following results of practice
*' cylinder-oil:
) 20 and 32 x 4R; 88 revs, per min. ; 1 drop of oil
per inin. to 1 drop in two minutes.
'X), 33. and 411 X 48; 1 drop every 2 minutes.
I 30 and W X 3S: 14.1 revs. |>er min.: 2 drops of oil
( per min., reduced afterwards to 1 drop per min.
j 15 X '-iS X IC ; "J40 revs, per min. ; 1 drop every 4
] minutes.
__-j on ocean-steamers cnmniunica ted to the author by Prof.
I gave: for ISOO-H P. marine eii^clne. .'i to 8 Knulish g&llobs (S U>
als.) of englne-oli per 'il hours for external lubrication; and for a
lunrine entrine. triple eK|i(itis'.oii, runninij; TS re.v», \>eT \i\\i\.,«iVs 1
iJs. per »'•/ hours, 't'lif cytinder-oll cousun\v>tV*n \* eTusiiwVwvAl
from I til 4 trttla. pir tiny oti differeut eim'mes, mcXxiiin* c-s\vQ&«c
u\'al> tlif pi»iiiii-'iiiln
*''<*'' "*«'<' «" » fcocomott^e r.T»»V-»V
'• io 1 • ''■ '"-*^' -''*>■'': --^ very t-omoiviVciiV oaa»"
tta Ktien a Jocoiijotive main ciauk-yin tiouaur"
Dund engine, -! '
I
I
FWCTIOS AND Ll'BRlCATION.
ut>le InohM of oil in a thousand mlleo of service. Tbis is equMnlUk]
nii4i>iiililli>D of one iiiilliirrani lo scveniy n]iiar« inoliew of surfiiw toW
Tlie F.x'uniliiHltoii of Lubricatinicolla. (l^-of. Thos. B. t
1910.)— Tlif Keurmlly ai'cvpted oonditiottj
lit llit> Hiirfaofic. to wlilcb it la ApptM,!
tlier. iVlsi^tisitr.)
"id, eitlit-r of m'ineral or animal origin.
lit with " body."
Is.
lie to produce rjiIclnHnh or "piBMllUE;
i- iii;i.l'- II. verify tiie a*.. ' li rlii'niJC»i«»
Lilly nnanKed in llie foi
!;'- oil, wlietlier a Kiiiijile n: . ftciuiiaUll^'''
. ■-' lifiixiiy. S. Viscosity. 4. FlasJi i"-liii, fi, Buniirgpa*
r. t'orfflolent of friction. 8. Cold test. ^
dirt-ctions for makinf; all of file above testa are givea ion*'
■ ttll i<-le,
Welfflita of Oil per Gallon.— The following are approiiuulHrl''
' «i't<i|!li(K (lei- cftllMii of dilTfrent kinds of oil (Peun, R. R. SpeoifiMlions): ^^
I,(iri1-oil, tallow oil, m-at'D-foot oil. bone-oil, colzaoil. mimtaul-*™"!
rn|ie-seed oil, jiarafllne-oll, 500° lire-test oil, engine-oil, and cylinder lotii
' TH (>oiiuils per gallon.
i >\ ell-oil and pa8iieue#r-(.'ar oil. T.4 pound.s p«r gallon: navy qwnK
]K>iiniifi per ^llon; siirnnl oil. T.l pounds p<-r gallon; 800° bnnjf "
''pouiidH per frallon; and ]M>° hiiniing oil. 6.6 pounds f»i>r khIIod.
Penna, R. B. $l]>oftlIrBtlona for Petroleum Pi
1889« Five ilifferi'iil gindt-H ipf peiroleuiii pioduots will beusri!
The Mittleriiil* de.HinKj iinLl(>r ihis spi^cifieation are the prodtirrirf ilw**
tillatii<n and renniiig- of petroleum unmixed with any I
ISO" FtrV'test «<7.— This Kradu of oil will iiol b«> at'. ■
not " water-wbil« " in color; iH flasliea below JtJO- :
below 1 M " Fab renheit ; (4) is clinuly or shipuienl him ilmi u r«i""'
lYiociviMl, from Uie presence of phie or suspended matter; (*' ''*'*'?I',
opaque or kIiowk cloud wben the saniple has l>een 10 minutet «t » ^'"f^i
atnre of <y Fabrenboit.
The tbisbiii^ and liurninR points are determined by heatinj! tin o" *
open vessel, not less Ibau 12° per minute, and applyinf; tlieti^Cs™*
7", teKinninp at 123° FahrenhNt. The cold test may be com
by having an ounee of the oil, in a fonr-onnce sample Ikh
mnnieler suspended in the oil, and exposing; this to a fic-.
ioe and salt. It Is advisable to stir with the iberinometer "
Coolinj;. The oil must remain transparent lii the freeiinc > ■'
minutes after it has cooled lo zero.
300» >Vre-fc«f Oi7,— This gra«le of oil will not be accepted if "^"l':' ,
not "water wliile " in color; CJ) flaslies below HW Ffthrfiiiii-ii: ■' T.
below SDS" Fahrenheit; (J) Is cloudy or shipiuenc bns cloiidi ''""T'^l-
received, from the presence of glue or siiapended mailer: '■'^'iZ^
opaque or shows cloud when the sample has been 10 niinulf*"*'*^^^
atnreofS'.;" Faiirenbeil.
The flasbin^- and burning; points are determined lb>-
test oil, exi-ppt that the oil is heated 16» per minute, u
first atS4','° Fiilirenhell. The cold test is made the s.i
that ice and water are used.
ParaffltiF-oil. — This pradeofoil will not be act-epted If i'
other than pale lettinn color: (2) flashes below S40* FaliP'i
viscosilv less than 40 Becoiids or moi-u than 65 seconds »!■■ ,
described under " Well Oil " at 100° Fabrenhelt throughout 'I")'*', h^i
gravity at 60° Fahrenheit, below 24* KnuinfS. or above -^^ Htmh m"^\
October 1st to Jlay 1st has n cold test above 10° Fahri ' , ^
The lla.shlnK-|K>int is (tetermined same as for .S00° i" ' ^,
test is dcterniiiieil us fnllnws: A couplf of ouncosof oil ' "7^
sample liottlp. and a lliermometer jilaced In it. Tiic • ■
freczin/f mixture of ice and salt iM-imr used if necessary, v,'.
become hard, the boUte I* vfevnuveA tt(>ta the frccziiiK in
frossn oil allowed to sodetk, beVwR sV\vTif4 »\4*\CUoto\\«Mi.'^ -kwi^i - ■
f/»ie hy intians Of the tfefrtnoKvewv.uT^vWWw \u»i*w\\\xMtt\\>w^'*-"
, -L" Sl» 1
Rt)i« other
SOLID LUBRICANTS. 945
.it)i« other. The renilineof the (Kernioiueter when Ihift is lh«
hl-ded as the cold test of tiie oil.
.—This grade of oil will not \<f ncepl**!! If the «aiii|<l>- 1 1) flaahes,
lat to October 1st. li«-Iow iW Fiihh'iihelt, or friiin < k-|..l.iT Ist 10
ilow 200° Falirfiihelt; CSf liuH a irravily, t»l 00° Faliivii)i»-it. iMdow
, or atK>v<» 30*; iS) from Oetolier 1st to May Ist liiis a cold t«it
Fahrenheit; (4) sliows any pr«*eipitutioii in to iiiihiitfH wheii 5
iMiettes are mised with 115 cubic criitimeln'j* of ss" (tasclint'; I.M
it'osliy li's.s than .V*. sfvontis. or niorf than IlKt s.ecomls. when tefllv<i
•fl beluw. From October tsi. to >Iny 1st the (est must be made
ircniii'it, ami from May 1st to Oetolier Isi at 110° Frtlirenhelt.
mer oil thi' Ba«IiiD>r pu'iui i* deiemiimM tlie same as fur parafllne-
r winti^riiil the saiiif. I'xoepl that the test llaiue Ik iij|i|>>le<l tlrsl
irenhelt. TIim cohl tetit i>< iniitle ilie Kainv a.s for piirairineoil.
'.'ipiuiijon t<'9t is to excliiite tarry and sus[)eiuled matter. It i»
ide by piittini,' 5 cubic c'litlinetre^ nf the i-il in a HXl-ciibiccen-
tidiiaie, then fltiin;; to tliti mark with gn.^uliue. and ihurouRhly
Kity test Isninde as follows: A l(Ki cut iccemiinetre pipette of the
Emisr,-!Kraoii:>ti;-d tohnld ji'.wi liiietib,ect'-nt(nn>ti'esto thebottotii
The size of the aiM-rtiirc at Ihi hotiorii in tlien made such that
limerrMS of water ut MV Kuhreuueit will run out the pipette
p bottom of the bulb m 'it sf«.n(lK Pipettes witti liulhB vanrlnfC
cht^ to liu inches iu dmiifeter out.side, and aLout 4^1 iuehea lonfir
te,':.ictly the mime rcfliilts, provided the uiiertiije m the bottom
^rsiJ!^ " The pipette belu« ohtjiined, the oil sample Is heated ti>
d t^mpcratiire eaie lieinL' ti'l<eu to have it iinlfoitidy heated, and
«nn lip into ti.e pipette lip Ihi' pruper niaric. The time occupied
" rnnoiug oi:t, d-.>nrn t > llie bottom of the bulb, elves the teat
pfc
_.«•»* 0/7 — This KTade nf oil will not bf nccepled if sample (1)
o«v .tl.'i' Fuhrenhi-it; r-il shows pi'e(?ipitation with K'OHohne »heu
■nerilied for well oil.
to;: point is dutenniiied the wiiiie as for well oil, except that the
' ipplied Ural nt 4**° Fntirenheil.
|ai
SOLID LUIIUirAINTS.
Ite ill Bcoiidillui] uf puu<i<'r aiiJ iiHed as a solid liihn'cnni, ho
Uiiiigiiidh it from ti ts<|iiiil liiliniant, lias lieen found to do well
utter has fuili^d.
II lH-".>, says; "Grapliile lesseneil frfctlon In all ensea Hherft It
CJeueral .Mnrln. ni. a later iltile. cotiiduiir-d fiiuii e>i|>eriiiieiitB
ltd be oKed with ailvaiita^e iinder lienvy pi^eHKiires; itrnj Prof,
.jund It well adapted for use iiNiler liotli lljflitainl hfaty pifssmres
d Willi certain oils It is eMpecliilly valuahle to prevent abrasvlon
f miller l«eavy loads ami at hnv vHlipelilf-s.
>11C« also called lale and Klealite, In rhe form of powder Htid
. oil or fat. is xnmetimeK ii«eil as a liiUnVHiit.. niti|ihil^ or HOup-
;d with aoflp. is used on snrfacesof wood woikiiiu aKahi»<t either
»d.
Plipllfte. — A new self'liihrlcalliiR lienrliiK knowii aK fibre-
eitcriUeil hy John H. Cooper in Trans. A. H. SI. K.. .\llr. S74, as
I of P. H. Holmes, of tJaiJioer. Me. This heiirint; material is
selected imiiinU Kfaphile, which liu.s U-en tlni-ly Mlviiled ati<l
foreijjn and gritty mailer, to which Ik aiMed wood tibrei>r other
ced in water in various proportions, nccordinj,'^ to the piirpuse to
and then aolididetl by preiwiire in specially pi-epjireii moiilds ;
ral from wliich the bearinirrs are flrsl thoroii^lily dried, then wilii-
a drj'hiK oil. and (Inally subjected to a eiirient <it hot. (try air for
ie of oxiilizine ilie oil, and h:irdeniiiK 'he mns.s. Wlieu (lnl^he<^.
le " machined to sb^: or shape wit h the same fuclllty and ineaiiA
tn Dieljils.
\ is a soHii eonipotifvi, usually cotita\n\nB ^r9iy\A\«.\i\ttAv\u^\ve
I cylinders which are fliled"i)eriiiinien\\y \ivU) V\<j\«>« C\v\\V''\ >8
ftJie bearing. The bearing tliuK tittetl rutrn n«\v\\ow\ v%1 <a».\j
hour I ni.o! Ill from MiiKdicateUliHaMBlhaiHHeMr.i
(.'■ /I'l'ii — The MCCfinn)anylnK tablf will be c
nilim -iti iif cuiKila neeUeil for till- iiroJuction <
of ir^Mi tn ii -.('. i-itli-rt lime.
KIrsi, atii-crialii t\w Binuuiit of Iron which is likely to 1
c»st, mid lliH leii);tli of lime which can he devoted pmfltal
ni»1 <ii]>|»>8lMK Hint two hnuTH i* nil that cati he spared for
itiiit ii-ii liMi!) IS I 111- nmouut wliich must tx* melteu. find in
lim- roi'iirily jier hour tn Pounds, the nearest flirnre to t
u liit'h IK found In \m; lO.TliO ijoiiiids per hour. oppoMte to wl
[liniiiHler (if ["iipolas. Inside IJniiip, will Ij* found 4S iiiehfl
h\zp of i-iipnln required to furnish ten tons of molten iron I
Or siip|Ki!-c Ihiit the hi-atM were likely to average 6 tona.i
Int'rease up to ten, then it niiuht not he thniiKht wise to ll
)iense cofiKeqiK^iit on worklnp a 48-lni'h cupola, in which (
tile dii-i'Oiiiinx piven, it will Iw found that a 40- inch cupola
purpose for fi tons, hut would require an additional kour'a
wlierever the !0 ton heat came aluucr.
The quotations in the iHl>!e are not itiipposed to be all t
In thd hour liv HODie of llin very iMwt cupolas, but are ail
whlcli n Oiitniiion ciifKila under ordinary circumstances n
melt, in the time R))e«'iflert,
Hright i./ if'i/;>i.(ii.— IJy beieht of cupola is meanl the
base to the bottom »ide nf the chari;iD^ hole.
Dfjilh of Hi'tlimi nf Ciijiofo.— Depth of bottom is the .
saod-lMM). after It iuus )i««u foi-ined at the bottom of thft-
under «lde of the tm'erei*.
All the amountH for fuel are baaed upon a bottom of 1
any departure frmn tliiia depth niuat be met by a correi
the quantity of fuel u&i>d on the bed: more io proporti
iucreatied. and lexs ivlieo it is made shallower.
.4»ioiiiif of furl A.'e</ii('i erf -ui the /{«■</,— The column
quired on Bed, in Pounds" i» based on llio supposition til
straight one all Ihraugrh, and thnt the liottotn ii» Irt inche.t
turn be more, as in tbosu of the Colliaii type, then addtl
needed.
Tlie ainountK being given In {xiunds, answer for both c(
Khoiild coal be used, it wimUI rench about !,'> inches aliove tl
same weljfht of coke would brine it up to about ta iDch«! abt
which ia a reliable niiiDiint to slock with. j
Firtt Chnyge of 7roii.— The ainoiiiits given tn this eollu8B
rtfi
CUPOLA PRACTICE.
94;
•HOIS
"WIS
•>•-••:« St moeeanaioio
'S£;s^St3S»^»^!SSS$iS$
g|olot<onn'^^'«>04U9tpep<e^t-c*acoDaDaDaoQOaBe>aioesoo
■ Ml
>i<»»a
MbOta
••"18
i jiMH<-> •-^-<eieici0e'999ew^^ictaieia«ic«9tP!P9««L-i.-t'>
•miw
^|ww*ot-t-i-.DcaDacooow9jc»^-v^^^^'*'*^»^o»«fflao
Z 91 9t w w •>» o> w *i ?> -N ^ ?» CI T* -w T> 51 Ti <?? K TO K « ra cc 5? m er « CO X
I
4
7iotn63^v^o«Ci^«sccce9DaoaDxooaC;:X}xaceiOC3i?r^?>v4&
ta t047So7t'« codSooQO t-- 1- ei7' 1*1- V'nr ^ Cs C^
-^ TJ c« ?r n 00 n tc « jc u: to s X o o 94 7' p; cc tc •» I - c^ a ^ R o e »
S22SSSnS22SS222g^li?JKS?l3335t53a;3S!B
Vkl [II 'S2SS||iIS§^iliig.si|||5|p_H_.^||
009900 9 00 oessooso^cooOQeoo-soooo
I
tnr»>r«« 1C iiiPties hy 1^ iitchen." I
if it is found tliiiithp given i.nnibernf flat tuyeres exo
that of the <JitniDi.sli>'d part of the cupola, thev can l)«
the ileui-fasei,! leiigtli to lie Bdded to the depth, or th<
end; by so doings we arrive at a modified form of tlie B
Anollier iiiiportant poi?it in this counection is lo ni
micli II ninuncr bh will concentrate the Art? at the ni
Piiiallpst possiiile connmss, so t.lint the iiiHaI in fuKloti
10 truvfi-iie w Idle en«i-sed to llip nxidizirie iufliii'iK'e of (
To ncconiplish this, recourse bus lieen had to tbr |
rows of tuyeres in some inslaniRs— the ■Stewart ra|
three rows, and the ■'L'ollluu cupola furnace ' liin iit' t'
Bliisl pii-xxwe. — Experiments show that al'
couKUUjed ill nieliinf; h ton of iron, which v
or more than both iron and fii.l. When tl,
plie<1. the coiiibiistiun of the fuel :i j,erfeci, mil ■•ml
result. When the supply of «ir is fnsumcient. th^ ctmil
and carbonic-oxide >ra,s l« the result. The amount of I
Iwocaxes is as 15 to 4^ showing . loss of over two ihirt
[wrfecl coinhustiou.
It is not nlwavK true tlint ne obtain tli" mo?t mpll H
forcing into the cupola llie 1 ruesl qu i
toeleiat« the temiieratnre of the air ?
into otnliiiKtlon. If iiion* air thati tin-
reduces the toniperature. and retards omusIui.'^iI'iii. mul '
niB.v he extinguished with too nui h Llast.
4S/nf/ i;i CuJi(i(m«. — A certain ainoiuil nf bI.tp Is tier.'
molten iron which ha.s fallen to tue bi. 1 1
it was not there, the iron would suIT>?r i
Wlien sIbk from any cause form-i in I
away by lu.sertinK a hole a little lielnw lli./ mjen > tl
find il.s way as the iron rises in the bottom.
Ill the event of clean Iron aud fuel, slur si-M.im forini
extent in small heals ; this renders ain
necessary, iiut when the cupola is to '
»hea inctiiubenl on the nielter to flux He- . lu .:i> ju . n
ne it Awa:r in the manner directed.
CUPOLA PRACTICE.
Din
I 8 to 10 pounds of metal; auy TrellconBtructed cupola if ill
^Am. Sfacli., Mar. 5, 1891) gives the ri.lluwinx as the prnclice
on-worlcs, Carlei-el, N. J.: " Wb tiif It iIiuIv from twelitj to
J, with nn areniep of 112 i>fiim(l8 (if Iron K> one of fiiel. In
even to nine |n>uii<id iy itoorl incliiotr. >>ui in u (miHiln Hint
f inches, any lliinK l^^^^i^ iliun nine pmuikIk slion's a ilffeol iu
Ituyei-es or strenulli of blii->t, or in cliart^inK "(> "
t's Teil-lioolt," by Thus U. Weat, Riven fony-six reports in
t cupola practice in thirty .St«tes, rcadiiiig fruiu Maine to
llireeala StoTe-rotmdrlea. (Iron Age, At>ril 14, 1803.)
(are <"hnr^'fi1 exactly I he isanie. The amonuc of fuel on the
)the charges JilTers, ullile varying atnoinils of iron are ut>ed
I Below will lie foiinj charg^lng-ligts from aoine of the proMi-
'rie» in the country ;
[ lbs.
(coke 1,500
-) of iron ... 5,000
ees of i •'.".. 1,000
ond cli i;4i-«
aoo
llM.
Four next chare«8 of cok«,
each 150
Six next charges of colte. each I'JU
Nineteen next charges of coke,
each. . 100
^t of 18 i< - r. there would be 51S0 llw. of coke used, giving a
acreage i if lunount of iron melted to 34 tons, and a ratio of
I to 1 of c. ;il is obtained.
MI1S«6 of iron.
lbs.
1,800
1,800
150
1,000
IbK.
Second and third charges of
fuel lao
All other charges of fuel, each 100
'melt 5060 lbs. of coke would be necessary, giving a ratio of
O 1 pound of coke.
lbs. -
All other charges of iron 8,000
A 11 other charges of coke 150
llw.
coke 1,(500
I of iron 4,000
iecoiid charges
. 800
I tons 4100 Iba. of coke would be used, or a ratio of 8.5 to I.
lbs. I lbs.
^coke 1,800 All clmrgen of coke, each SOO
lot iron 6,<I00 | All olber charges of iron a,»00
18 tons, !lt)00 lbs. of fuel would be used, giving a ratio of 9.4
1 of coke. Very lilgli, itiJeed. for stovc-plaie.
Ills.
All other charges of iron, each 3,000
All other charges of coal, each 1T5
Ihs.
[coal 1,800
I of iron 6,000
I of coal SOO
18 loiiH 4700 lbs. t>r coal wotild be used, giving a ratio of *,7
Jb. of i-'onl.
Bcient to demoiifitrate the varying practices existing among
loundrles. In all ibe.se places the iron was proper for stove-
nand apparenily ihenj was little or no difference in the kind
■IDd at the diiTerent foundries.
F Increaard Driving. (Erie Oly Iron. works, 1891.)—
5 (50-ln. cupola, 100 tuns clean ca.stings a week, melting 8 tons
Br potind nf fuel. 7W lbs. ; per i^ent weight of go<wi ett.si.luKs to
'i- Jnn. May, ISOl: incren.sed rale of inelUugVd \\Vs^'>^^* V^'
. furl, Bla : fifr vfiit weight of good caBtVuK*i,"?>", wnfc «t«Jt,
r. JP.VUxi. iron per ib, fuel: per cttnt weiRXxt "t ^««>A c^"«-
brva,«e ira.<i ni;irle by jjultiiig in au a<ia«ionft\ toMH «il V
T?/**'' '^ ounces. Coke was used as tuer\. C*I • *i-»
. 1045.)
I
THK FOCNDRY.
•nre-blowem. Si
mm applied to Oupol
950
BnOnalo tUeel Pressnre-blovver*. Speeda and rapafM
Diaa.
i
n
i
i
1
o
d
fci.
1°
■1
o
a
£
s
III
c; a
Ih:
m
It
c cr
B
8
a
•
y.
x
.vnr.
- ^-^
4
4
so
H
4Tm
IftJo
412
1.0
«
a
5
35
ft
.3911
!»ai
OH)
l.S
10
4ACIt<
H
6
30
B
345G
wias
Sil
3.0£ 1 10
il9T4
11
7
35
8
309J
4.;is
nv!5
3.1
10
M^i
14
8
40
tt
!.Tl«
5425
MU, 3.S
10
WM
IS
»
45
10
gfllT
T«18
SOW)! 7.1
IJ
«l«
!«
10
55
10
■jise
11295
«oi-a
10.2
1?
J —
-10
11
73
la
I«S9
21078
5861
23 9
u
m
12
8H
13
163)9
34395
f)6i)6
35.8
14
III the table are given two different speetln and presKurm fur ••(!•
Iilower, and the quantity of Iron (hat may be inplfrd, \«t hmtr. "til
In lUK'USes it is i^comniended toufse tile luwe-i . ,..■-.
the work. Rim uji to the speetl giyeii for thni i
lily of air h3' the l>laKt-),'nle. Tlie tuyere a i-eii -
of the area of Cupola in square inches, with not it— •
equal ilistaiicrs aroiuul cupola, so a» to equalize the '
nations in teaiperatiire affect the wnrliiiif: of cm
weather requli'lnjc incrfa.M^ in volume <>f nir-
( Kor IHhIes of tile SlurtevBiu blowt r we paire* 3151 uud S-fl.)
liona lu neltlug Irou In Copoiaa, - (I. O. Valr,
March 6, 1H8I, ^ves a revoiM of a 45-iu. Colliau cupola as rnlliiKK
B«Uo of (iwl to tiVB, 1 to 7AI
riood ca.stluga i ... l!l,SHlt«».j
New scrap !!,«* ''
Millings fl» '
Lo8sofm«tal »...,.,.. ],4itl '
Amount in6lt«d ao.OOOIln
I.0S8 of metal, ;>.99%. RaUo of loan, 1 to IT.U.
-3
r«ie or NofteMem in Fouodry Practlcp.
.luiie 27, ISS*fl.)— In the foundry the inohlHiii t» t
of coii!l)lne<l and graphitic cai'bou In the re.ini
tfi-liine the proper proportion of silicon, Tli-
of Miticttn altord a reliable and incxpensi^ -
*»f any re<pilred rneclmnicnl clmnicter w ■
employed. In llii.'< ivriy , liy nivini; Niiit,,
n reipiired iirinl.-
Iii unieh the ne,'.
If n >tr..T.v; in •.
Ilie pi
Turn
■ |UUt
phi 1 1
A ii l)e made ff Ihvrp «°a* mu
at"' -ii . .-r mroiKuoi'^'-. IiOi.a,.ri
ivr r,itkh>m
ri.t.
VZ^'t^^^^^^^^^'
BHBINKAOK OF CASTINGS.
951
r
■fee soft. Higb-nillcon iroDs uafd in tbU way are caUrd " Kifi-
ing are typical analyaes of softeners:
Ferro-Bilicou.
Softeners, Amerioac.
8cot<-h
Iroiix, No. ].
Foreign.
American.
Zt. «'"«-
Belle-
foiiie.
linloa
Colt-
Desa.
10.55
11. so
12.08
10.34
S.67
5.89
3 to6
2.15
9.56
. 1.84
(1 ti»
0.06
0.07
0.30
0.25
ii.«I
Ohi
MS!
l.M
1.9«
a.B7
SHo
S.
STB
. S.P6
1.85
0.7«
0.5S
1.00
0..V1
S.tM)
1.70
. 0.04
0 31
0.48
o.«
0.50
1.10
O.SS
063
0,«i
. o.oa
0.04| Trace
TlTM-l!
Traoe
002
0.03
0 03
0.01
(For other utialyiK^, iwe pages 371 to .STS.)
!OnH eontftin a low perceiitaK*" nf total carhoii snil a high pt'r-
oiiiliineil curljiiu. Carhun Is thf moM in)|>ortaiil cnusUllienl "f
id iliei<? shiiuldlif hIxjiiI 3.4? lolal irarbon |irf»wiit. By arlilliiK
wbich ouutaUis only '.if of carbon the Amount of carbon in tlir
xlnrt^ is I<?ss(.'»(h1.
Found llial nioie <<iii<;oii is lofit dnrini; the renieltinK "f pig ot
ion iliftii in r<'nu'itiri(» pig iron of lower |)«roi'jilat!es of iiiUoou.
Its out ibe possible ilisudvanta^e of usint; ferro-sJl irons c'L»ntain>
a iieieentage of ci rnbined carbon an 0.70^ to overiofiie ibe bad
inbineil carbon in otlit^r in>n».
Ii iroiiM ^^enerally contain inueli more phOHplioru.s than isdestreil
e eoiployett ill niaiiiiiK ibe Ktruufcext custiuKO. It i>> a mistake to
irouK low-plio.>iphoniB ironH an iron tbai woiiUl increase tlie
ihospliorus for the nake of adding sufteniiiu qimliiips, wlieu (uft-
prodi4ce<l bv ndxiutf irons of the 8»nit< low iilio^plioru.*.
ler diHciis.*iioji <kf llie iiitltieiiL*«* of siliciut we jja^e lifi.'i. )
kee of C!a«tln£H. -TIic allutvanee iieces.sttry for sbi'liikaKa
liferent, kinds of luelul, and tbe difTerciil oondition.v under wbicb
•t, For caatin|;s ivliere tbe tblcknesB runs about one iucli, cast
ary conditions, tbe folloning allovvanue can be made:
Iron, \6 inch per
5, 8/10 •• ••
H " "
Iron, ii " •'
foot.
For zinc,
•■ tin, .,.,
" aliiminnfii, H/IG
'■ Brltaiiuia, l/SJ
5/10 Inch per foot.
1/li
tastinfni. under ttan same coiidiUuu^i, will Kbrink les-s. and Iblnner
than thi.4 slnndard. Tbi> r|onlity nf the ninlerial and tbe uianuer
j^ and cooling will also make a d'ilTereiioe.
( enperinients by W. .1. Keep (see Trans. A. S. M. E.. vol, xvi.)
t the shrinkage of oaii irou of a Ri^'en Kection decreases as the
of Bilieon increases, while for a Riven peiveuLage of silicon the
lecreascs as the section |g iiicreose<l. Mr, Keep pive« the follow-
ilionlng the approxiinale reluiluo ufsbrlukaKe (o size and per-
gilicou:
Sectional Area of Casting.
W"o
1" X «"
Bhrinbaeo ■» Decimals of nn tnuli per foot of Lentil).
,WJ» \ .tAt
.t®» \
054
THE MACUIKE-8H0P.
Iron Is -X) ft per iiilnulo. wlietlier for the lafbe, planlDfc, Hofi
iiiAuhiue. (Proc liiKt. M. K . April. IHKl. p. J-IS.)
Table or rultlneo«P««d*>
DiaiiielFr,
Inohm.
4
S«
7
8
1»
10
II
u
n
u
15
IS
IS
tw
St
86
iS
80
80
4!i
48
00
78.4
afl-j
30.6
:i5.6
at.s
19 1
17.0
15.3
18 9
18.7
]0 S>
0.6
8 .1
7.U
6.9
e.4
S3
4.8
4.1
8.8
.1.8
8.2
2.7
S.4
3,1
10
1.7
1.8
1.5
1.4
l.S
l.-J
II
I.O
.9
.B
.7
,T
.a
.a
.4
.4
.3
Feet per luinute.
30
25
80
85
40
Eevoluiiuiis per miuute.
153.8
2«l.i
101 »
i.vv.s
76.4
114 U
61.1
«I 7
.W.O
78.4
4S 7
S3.S
.■w.a
57.8
81 0
M n
W.6
4.5 H
'.'7.H
41 7
S.i 5
S8.a
21 .H
8'.>7
111.)
88.7
17.0
25.5
15 8
a-J 9
IS.t
•JO 8
IS.T
19.1
10. S
J«.4
fl.fl
14.8
H.S
IS. 7
T.fl
11.5
B.fl
10.4
6.4
9.5
55
8. a
4.8
7. a
4.%
6 4
8.S
5.7
S.S
5.2
8.8
4.8
8.0
4 4
2,7
4 1
2.5
8 8
a.4
a.fi
i.l
8.8
1.0
2.9
1.7
8.6
l.fi
8 4
16
8 8
M
8.0
l.S
19
1.1
J G
.»
1.4
.8
1.8
.7
11
.6
1.1)
Speed.
cliluu Co.
latlie:
_. ( Tool Meel and taper on tublngf.
TlireadlDB .^ Mau-hinery
I VkI-J' »i>ft Btf«-1
,„,,,.l,l 'f..J Cul wliK-\vrvH\\iw».\\w«.oc\8.tciJ
Bieei I (j;i,iwhicliYw\\loesV\\«r»U>c\i\MYoi\^ij\.\Vi->v<\*sl
very aofl macliVueiy *\e«\,\\!^^<.tva ^vkft. coo\w»<S
of Cutting irltb Turret Lmtheii.— Jmieii /
give ilic fuliuwiiig cuitluK-speeds fur use with tla
I Cut wliicli reilin.vs tlie stock to Vt of Its originnl 0
>%Lof iiitoii|{iiml (
r
GEABING OP LATHES. 936
inetal-cnttlne Toalm^—" Hulte," the G«nnui Enid-
i]k, gives Uie luUuMing cutiliiK-aiiKlet for usIdk least power:
Top Rake. Angle of Cutting-ed|^
8" 61*
4* 6I»
4» «8»
I Madiinitt commrateon tlies» fifriires as follows: W» are
We th* best uor even tlie Kt-nfrally tisol iin);lt-!< for lools,
n,ry 8o irnic-h to suit iliffprent circiiiiislaiices, such as deifree
F the riielal twiuK cut. quality of Kteel of u bicb tlie tool is
t cut, kind of finish clesireJ, etc. Tlic* arifi^les that cut with
giture of power are easily (leieriuiiieil hy a few exfieriineiils,
lea ninat be determiiied by gatxi judfriuent, eulded by expf-
y all cases, bowerer, we tliiuk tlie best pmcclcal angles are
lose given.
pons and deacriptloDK of various forms uf cuttin^-tnnls, see
pie Tools in App, Cyc. App. Mech., vol. ii.. and Iti Moderu
IBla.— Angle of cutting-faces (Joehua Rose): For cast «t>v\,
|»; for pin-metal or l>rax.s, alxiut ."SO li^-jfi-ees; for copper and
lout 80 to M df^icps.
Bearlne Uatlien for Krren-cutlln^. (narvin Ma-
pd rroui lilt- IuiIk- iiiili-x Kic niunlitfj' i-f ihrt-uds ix-r Inch cm
I and iDuUiply it by any number llial will );ive for a ptxHluct
hdex; put this gear upon the stud, then luultiply the uuuiber
Snch to be cut by thesHrueDuinber, luid put the resulting gear
ncut IIU threads per incb. We find on the Index tbat<l8Inla
US per idcli, thf-n 6X4 = -'4. gear on stud, and IT X 4 = 40.
I Any uiultiplier may be used so long as the products include
ng with the lathe. For Instance, iusteud iif 4 us u multiplier
I Thus, 6 X 6 = 36, gear updu stud, and lllj X 6 = tJ9, gear
P Cftl«ulatlite Sliiipl« and Couipouiid Gearin^r
K iB no Index, i.tm Uitcli.i—lt ilie niilip is »nnple-
■ stud riiits at the saui*-' speed as the Kpindle. select soiue gear
and mnltlply its number of teeth by the nuiubiT of threads
Mead-serew. and divide this result by the nutnher of threads
l!ut. This will cive tha number of teeth iu llie gear for Ibe
|«uU is a fractional n^iniiier. or a nnmlM'r whicii is not aiiitmg
llnd. iheu (ry some other gear for the »cr, w. Or, select the
nd first, then multiply its niiuilier of teeth by the niuiiber of
di to be cut. and divitle by the niimiier of fhrends per inch on
L This will give the num'ier of teeth fur the g^-ar on the
flathe is eoinpound, select at random nil the driving-gears,
ninbers of their- teeth togeiher. and this prtiduct by the muu-
W) be cut. Then select at riindi>m fill the ilriven gears except
gthe numbers of their teeth together, and this prisluei by the
lads per inch In the leail-*crew. Now divide the flrsl result by
Obtain the nulid>erof t-eetli in the reiitailiing ilriven geai*. Or,
pin all the driven eeiirs. Mullipl.v the numliers of their teetli
'UilB product by the nuiahor of threads per inch In the lead-
lelectat random all the driving gears eieept one. Multiply
ttlielrteelh together, and Ihis result hv ihenumherof threads
^acrew to be cut. Uivido the first resiilt liy ihi> last, to obtain
fleeth In the reinaiuiug driver. When the sream on the emu-
l^refast together, and cannot lieelisiigeil. then i he driven one
Itce as many teeth as llie .ilher, or driver, in which ease In the
IMisider the leail screw foha.-r' twice h» ninny threads per Inch
ftan. and thiui ignore the cunipoundlug entirely. Some lathes
Bted that the stud un which the first driver Is placeil n-viilves
1st as the spindle. Thi.s ciin \>e ignored ii\ flie eaVv\\\i\V\*yimV's
funiier of threniln of tha lead-screw. H \ma\\ v\w\*at c<«\<Bk-
tt lenorv them in tlw cfllciilati.ins by tn«M\\i\5\nK V\ve. tvmw'Jwc
TicA III the /e«i/-.«crew by four. It l\ns t\iveut\ Vti VjB i ' »—
"• If the fiiicli of file leail-Kcrew |s traeViotmX, ov \t\
WftKse the fraclioeis to a couiniou de«\OTO^\\ttU.«. .
Uieae fraetioiia as if ibej e^iial\«Hi a\e pUcVi Ol V|
D5G
THK MACHINE-SnOP.
to l)e cut, aud of ilm lead-ticrew, respect I v«l5-. Then uae
Kiven iibove nliieli applin* to the lathe in qn-^^ii.". ►
it is desireJ to cut a thread uf !&."''--'"<••> I
thi'eailii per itioh Tbi-u the ).iich of llie loji
equal to S/JW ir.uli. We lunv Imve t « o f raci i.
xervH'H will b« in the proportion of 25 Co 8, a
the abi>ve rule. at>»(uniiMg the nutulier of tin .
and ibosti on the leiiil-surew ui be 35 per in. ■
be further iiirHlitled by coaditioim uhiii-
lliesLud, or tlxed cotiipouuti f^eara. In
had been S^ Llireiuls pt-r inch, then ii
rrac-tloti!> 4/10 and •■iSriH, ^\liich, riKlii'
«>/l<Woi>d I-Vl'i*'. ""<' *'"» K""'*""! '"'
threads per inch, and tlie §i,ti-vv to Ixj lu: .
Oil tills suliji-i-t uuusult also •• Fortuulan ii.
& Sharpe JIfir. t'o.. nnil Jamicson's Applied
Cbanae-eeJtnK Tor Scrcw-culllt>u i
uiiiroriitit^' .-itiMin^ lu(lu'-biiil(lei2f ofi to - -
eutiih^ \V. U. JlHcdonald, iti Atu. 3f>>'
inn s«riti«. by wliiuh 33 whole Ihreads lu
tli«t|
(if oitty nUie gearK:
w
Spindle.
1
1 i
f
Wl
o
tc
30
J*,
40
CO 1 00
TO
110
ISO
IW
L'O
U
4 4/5; 1
3 8/T
a s/u
8
1 I! i.-i ;
ill)
18
u
Tl/5
6
fil/T
8 8/11
3
■It)
24
\6
1;i
« S/J
8
• 8,7
4 4/11
4
50
SO
aj
15
10
8 4/7
6 B, 11
6
(10
M
tit
IH
It a/5
10 8/7
a 8/11
6
TO
4-i
•Hi
31
Ifi 4/5
i4
, ,
r T/11
7
•
no
GO
4t
at
aa 8/5
±t
18 6/7
II
li'
liSI
U
4H
iW
as 4/5
i.'4
aj4/7
18 l/ll
■ • .
11 v:a, !i
lau
T8
W
8U
31 1/5
UO
«8/7
14 K/n
13
... ..1
"^
Ten Keais are snnirient tn cut all the iisiinl ' '
perhaps 11)^, the .Kliiiidard pipe-thn^ad ; in !•;
thread l>-tween II and li will be in- u .• 1..1.
liiivad: if not, the additiou of a - '
In IhU intile the piiuh of llie !>-.
too Hue for (lie purpose. ThiK n..i^
•irniu ■•tiler di-»irui>le pitoli. and istaOii.'-liiiii; ilu- pu-t^'r 1 1
lathe si'id.ll.. mid liie t'edr-.sliid.
nitric Screw-tbread* mar be cut on Uulux wtib inc
iug'Srreww. by the U«e of cliJiiik.'i* >i lie»-l> ttitii V) And t^T te
ceiiiiiiietri-i. = .M) iiicliei ( IST X 0.:VJ.17 — VJ.WW lu.>.
Bnit' lor S«ltlne the T^per In n T.hIIk
rule c'uii be ):i\en wliieli will )iri>
Ute ceiiiivH enter the work an iik!-
<1t)lll^lUl>ce till* riilliiwiiit; nonid l>
an II in. '!'•• tliiil llie dl.stiinoe lo -
the ilhllnetern of the Inrjre iilld sn
qiiolieni l>y ihn ralio uliich the i'
of llie titpered puilion. Example: .'^iipi mm i.
m toiler turned un the end one root louir, the I'
liH lies and the mii.ill enil one inch diameter. - - — •
Elertrlt- DrIllitiK-mnrlillir* N|»rcd «r
■" rl I'liilex. I I...' Iii~i M I" All.- :k-.. ,. :<
';^'^^r\^^'*^^^ "^ ^'^^* '^'
h'
^^
for
riiiMitiir
or
^
^
V
^.
Irva.
BriM.
Dcflk.
SbcL
IroL
*•*
btdu
»40
IfflO
1S40
1 t 1«
S4.
S
•B
4aa
IM
n&
IH
at
■»
»
8IC
4a)
MO
I lie
•
«
«B
lElO
»»
Wt
im
m
«
•
1110
mo
an
1 S/l«
u
■0
•B
ISO
s-u
MO
iH
e
a»
a
1«)
i«e
an
1 Tn«
4U
H
«•
115
leo
too
I^
»
M
«B
]no
no
itn
1 9/18
S7
SI
a
g6
lao
ton
IH
S
o
•
■ 8S
lis
I4A
1 II lie
M
ff
»
m n
105
130
iH
«S
45
sc
■ n
100
ISO
1 18/16
»
U
M
m B
DU
IIS
1'^
SI
41
V
1 "^
Si
no
X UV16
w
«>
^i
i «
«n
10.1
-»
1 13
»
1 49
ttiie Inch in sjift cast Iron will uKuallv rwjuir*: F'T >4-ln. drill. 125
na; for fj-ln .IritI, 130 I'ciroluUoiis; fof Sli-in. drill. 100 r««crtutioii»;
Irill, 95 revululluiiK.
F!8 ut (e«d tor twist drlils are Uius gtren by ibe same compAJty:
ofdrlU VIO M W H « 1 '^
Inch depth of hi>W. IJS t« ISO u> 140 I iucU feed per nita.
im L. M NG-r CTTEB8.
Addy. (Proe Inst M. E . Or.l. ISOO. p. 537 1, elves the f''!>o*'ntj
rM« Of 8toeI.-TUe following are analyse of I"'" "Iff """£
lade from beat quality crucible cast steel and from si»ir Imrafniiie
>" atflMl :
m
sten
by dlff^renea Bo-Sv
Crucible Cast Steel,
per ceut.
l.S
o.iia
0,018
0.88
O.OS
100.000
Ivanhou Steel,
per uvDt.
i.er
o.«>s
0.061
9.&57
0.01
4.00
90.81
100.000
arUHiM «imHi*-!i.-i .- i ... ..
Ideil to aa art/itrury
,1^ pitch ut v^v\» t";,JS^
iiittuiivr. 4K)QQr'Ui«tf t« Vw»^
958
THE MACHIlfE-8H0P.
I
I
I
for estimBting the piteli of teeth In a oiittrr of Auf <tl*iDeUr (
In., Mr. Addy has worked out. the following nil*, wbick tut'
bl« o( giving ko<^ ri.-8ulu in practice:
I
Pitch In iucliea = V'(dlaii>. in Indies /<. 8) X^'
J. M. Gray gives a rule for pitcti as follnwa: 1 !•■
mlllinKCuuer oukIic to bo 100 liiiie-i the pifcli m iiicn
were '■27 teeth, the pitch oiiglil to be O.;!? in. Ti4«! rul»
same, for if a = diuui., u = No. of teeth, p = pitch, f = clir
«ii; tJ=^ = i^ = 31.83p'; p = t/TooTiii = .]77 fd: Sa^
3.14a -•- u.
TrnniberofTcethiii laillaiorrutter*.
of uuitf rs must obviously be spui.'t* d wid(^ eruiii _
wheel grinding one tootn witliout foiicliint; th.
of theleetii are always made in Hip ]>laiie of u
the cutter. In cutters up to 3 iu. in diam. i
tet^ilj per in. of diaiu., while in eutters ul>tit'
niay be coarser, aa follows:
Diameter of cutter, B in. ; Dumber of teeth la ntutr. •
7 ■' •■ •' ••
" 8 " '
Speed orCuttern.— TheciittlnfT Bpee«J ri>r m
very low; but experience has ghowu tiuit \\r
use it may with advanlaee tie couKidiT&lily in.
of large diameter. The followinir are reconiOit^ .l
tera ol 6 iu. and upwards, provided tiiere iti not au> gra^ liettiM
to cutaway:
8te«I. Wrought iron. CaM ilua
Feel per minute 36 -18 fiO
Feed, Inch permin... H 1 )H
Should it be desired to remove any lartru qn '
CslttinK-speeilH ure still re<!Qmrai?lided, but w ii i
fur ciniinK-Kpecd is: Nuinlii-r of revnIutioDx i-
npinilUi sluMilil iiuike when Wiiricinfr on east Iron ^ J^O. livlili
eter of the ciutt-r in inches
Si>eed ornilllus-culten. (Proc. Inst M E \|iill
The enttiDK-sjierd which OHO be employed in ii.
that nliich chii bi- iisetl iu any i>f ttie ordinnrv
laUie, or of planiUK. i:ha|iini;. or Hluiiiiii;. A u;
supply of oil, or stxip and water, gan ite run tn
when cuttiu); wroiiKni li'oii. The Mime inetal '
with a tool-liolder having a ^oi>d cutter, at tlie
about one tliir<l the speed of iniUliiK- A inllliMg ciiiiei »rill cn: <
the rate of 8.'> to :J0 fl. per iiiin.
The following prtracts are taken from nn aiTio!e ■mi fp»t«l i
iiiillinK-entlers in Kng'ii. Oct. -ii, lin\: Mi'
ployed on ca.41 iron at a speetl of i-VI ft. ; -
HO ft. to ino ft, |)er min. The latu-r iiiai.
lubricant, sucii a* i>il or noopy water,
priioehed l>v other tool.x. The u<tiial eii;i
uliiipine. and Klottin.;; machines rarely exi.
uhiivf.iind fregiieutly Bveraf^: a'joiit a flftli. tie' iiiu.
belnp ivckmieiT.
The feed in thedirecllmi of nitfiiifr Is sal.l liv oni- n-ntrr f^ T»"^
nary work, from 10 1(1 7 '
to an ejcleiii de[K*nd ■■!
!t(inviln-« rif BXiretM" •
... WV. vvli .-1. ^'";"YLm.r^ c«*- "*»■■
XILUXG-MACHISTEa. D51
|0 to 160 for the Tarious quslticies of iraa-iiMUl Bnd
palJer *>r lzirp»r the ratr* of nprohition »rp incremaed
cord with ll» follow init raMe. »'nioh ^ire* th«iK nwes of
B<1 iLows Lb« liDea.1 speed uf Ibr cuCt ilig-«d^:
f--
D5SH
Ml Of 1
8t«eL Wrought Iron. Cast Iron. Gun-meUL
45 to 90 106 190
tie lDt«nded for verr ti^ht ttntshing cuts, and ihej- must, be
t one half for beaty cuitinR.
^Kjultg have been Foutiij (c l)« ibe bic^esc that could be
fy workshop routine, h&vin^ *lue cou!*ideration to t^dtio
ten to chanire and prin.l the cutters when they t»«;ome dull
E( ft. to 40 ft. pt-r niin.: d-jpih of cut. l in.: feed. % in.
te*"!— About 30 fi. per inin.: depth of cut, Jj in.; feed.
Dfch gun-metal— SO ft. per iiiin.; depth of cut. H in.; feed.
H-iron gear wheels— 20^ ft. per mui.; de|kth of cut, yi h
lUn. Hard, close-groiued ca«t iron— 10 ft- t>er rolo.; oefi
feed, 5/16 in. per min. Gun-ineial joints, 53 ft. per niin. .
|ln. ; fee<i, ^ in. per niin. Steel-bars — il ft. |>er mm.; depth
teed, ^i in. per min.
|ine-cult«r, 4 in. iu diam. and 12 in. wide, tested under tn'o
ted Id the same niacbine, grave the followine results: Th<"
Btanoes was worlied up to its maxiuiuiii speed before it itave
beint; to ascertain definitely the relative amount nf wnrl;
ipeefl and a light feed. B3 compared with a low speed and a
I machine wag used single-geared and double-geared, and in
ddth of cut was 10}^ in.
I ft. per min.; 5/1(3 in. depth of cut; feed, 13 in. per min. -
ain. Double-gear, IB ft. per niiii.; 9ft iu- depth of cut; feed,
t 3 40 cu in. per ruin.
Beanltn «vl(Ii millne>iiiaohinea. — fiorace
icU., Dec. :i!?, I?<iM) eives th»? fulluwiiiy re.-^tilts til tiat-Mui'ftt'
Kl in a Pratt £ Whitney milliiig iiiachiiie : The mills for tll«^
diam.. la teeth. It) to 50 revs, and ili" feed per min. One
run over this piece at a feed of 9" tier uiin,, but the mills
kt the end that this rnte wasKreaier than they i:ouM endure,
nese niill.^ the li^irea ore as follows, with 4I(i" feed: Siirfi
»rly ; feed per tiKilli, 0.00812": cuts per inch, liS. And w
i; Surface speed, 64 ft. per min.; ft-ed per tooth, 0.015"; cii'
jj" per min. the mills stood up well iu thin job of cast-iron
I with a 9" feed iliej- rwpilred grindinK after surfacing onw
H'orda. it did not dumago the mill-teetii to ilo thlB job with
of surface flni.shed, hut they would not epidure (JtiSjicuts per
1st -iron miliinj; tile .surface speed of the InilU due?i n-it Heein
of mill de.'itruction: it is the iiicreiiBe of fieed per tooth that
■ed production of finished surfiicf . This is precisi'ly ihe re-
fcn of slnKle-poinled lathe anrl pinner tools in Renernl: ivilh
I is a surface-speed limit which caniiDt- he ecouoiiiicnlly ex-
nita, and so long as tills surface-speed limit is not reacheil,
h or feed cai3 lie made auytliin^ up to the limit of lite driv-
* latliH or planer, or to the safe strain on the woik itself,
Imy cases lie easily brolten by a tou great feed.
Btal extreme llgures were obtained in one experiment made
(lys .VJ*" wide by %" deep in n liank of 8 sliiifls U4" diain.
latt & Whitney No. 3 column milling-machine. The S mil"
Uy operated with 45 ft. surface speed and ISlg in. per mil
18 were 5" diam., with 28 teeth, giving the following llgtii'i
i speed, 45 ft. per min.; fee<l per tooth. O.yyovM"; cuts i
, Fed with the revolution of mill. Klooiie<l with oil, lluit ii .
of oil running conbtantl3' over each mill. Knee of tootfi
mlting kpyway was described as linving a heavy wave of
be boitoni, and it was said tu hiive shown uo isXi^w* >,A Vwtvft?,
he cutters or on the luacliine. As a resuVtot t.\\o e:i.i»gtVBMBH^
recoDomicul ntcntly work to ruu at \7 rev».,'w\\.Vv 1
led cut, work fed with mill revclution, k\vVu?;V\i»
p^orf, Si^ ft. per min.; feed per looV^h, 0.«»Vfi
IIA^H
ne 1
lis '
J re. ij
ritS^I
the twt IwrT I'lie' mtUTldffitP^ tTip top stfrf^w"*!*-
work III )>nioH«sof lifinK nilllwl, o'ld "amiiosl llie fi
ti->-ii. ' !'■ 'oi'iit ill Die clean, iiewlj" cut mp f >■
»;i ' ilii" scalf— "huued a dpclilei!
Ih- mist lilt" re«Ml. The rrf lilt is ill
II. alt & Wliiliiey inacliine, by v>., ■'.
I nitii (1i^ Br(>%vii ^ Sli^i-pe iiiii<*iii'
li" lla I'll! 'l ''"'lip* illnnu'tfr n>-p«'Ctl'
4; :■ U-. tier miiililf in rBOli CiiSf, or iienrly Btfil
H|ienl fur (lie 4Hi-iiich and Xi feet per minute for thu
lullon murks were e to tlie iiieli, ki> ing a feed of 7 liiuli
cut per tiHjih of .011". When the iiiHcliiiio was fortj
drlvliiK tlie <le|itl) of rut n-a.s tl/S'.Miich when the oiitl
•my. or UKaiUHt tiie feed, iiiid only ^4 'ol'Ii when it rail
or ivilh tlip feeil. The eniliiiaiice of the luilliug-ciitie
when I hey were run in the "old " wny.
Mplral miltna^-rnttera. -There Is no rule for
the ^|lirnl: fniiii lii" to l.)" Is iisiinliy considered sufTlcfi
the en.) thni-it on the nptndle will Iw iucreOH:^ to an exi
Rome iimcliliie,«.
!IIIllin|(>ru ttera -nith Inserted Te«(Ii.— 9
use uiilliiig-cutteiB of a greater diameter than about ft
Insert th« teeth in a disk or head, so an to avoid tl
solid cultei-n and the ilifllciiliy of liiu'deiiiii^'' them, noti
the risk of hreokntre in haideuInK theiii. but nlso on tux
ill •'hIAiiiini; II iiiiirni'iii depree i.if t])inl(ie<£s or temper.
nilllne- niac-lilnc versuH Planer. — For
Work done liy eacii see pu|>er (M J J tii-iiu, Trana. A
HiyH : Tlie nai'uiitinjeii of Ihe iiiillhiK inachiiie over ift
nniiMiK whieh are the following; : Exact duplication of
diiotioii — the ciiltinK hping crintiimoiis; cwt of ji
nineiitues ciiii be operitted by one woikliiiiii, aiul lie n
and cost of tools (or proiUicIng a given Hniount oC woril
POWER REQCiaKD FOR SIACHIl
ReslntAiice Overrome In C'uttine nelal
vlil. aw. )— Soiiie fxperliminis iiindeai llie works of
Khowed ibot the reuiHtance in eutlinu steel id a l»li
INII miO l*k Ton [MM nnimrla nstv leniinruln/ilt e\t euolf, ^^
POWER REQUIRED FOR MACIIIKE TOOLS.
9(51
f9 to remove H. The weight of niPl&l remnved per hour woiilfl b«
!>: .375 X .26 X 60 = 1083.8 lbs. Our earlier form of 36" plniK-j- hsH
M with oae tool on ?i" cut on work SOO Ihg. at uielnl )ht hmir, nmi
I" ina<!hln«< hon mure than five limes its caiiftclly. T!«J total (lulling
Inf The pinner is ih.mVI llis.
k'ae-power Required to Rnn I.BtlieN^ (J. J. Flather, Atn.
» A)nil ii, INBI.i— The power i-erjiiireit to do iiHOfnl work vnrle.s with
Itth and breadth of elilp, witii the Khnp<» oT tool, jind witli the nfitui'e
tttHity i.f iiipial ojiei iited upiui; unil the power reijnired to run a itiii-
«nipty is urieii a variable tjuutitit)-.
Ilnstiiuc*;, wlien tlio niRirlniiw is new, and thp worklnE parts have not
lite worn or fitted to eiich other ati lliej will Ix^ after ruTitiyuK li Few
lis. thi^ power required will he f^n-aUiT than will be the cate after tlio
lie pons have become lielter fitted.
piLw cau.fe of varintioii of the power abaorlied is the drivinp-helt; a
[bell Hill increase tlie frieiion, betive to obtain the Rreategt efflclency
Bmlnne we Hlioold use wide hells, and run them Just tigiit enough to
pfitsltp, The iielts should also l>e Hoft and pliable, otberwiae power isf
IliieJ ID heiidiiie tlietn to the curvature of the pulleys
klni csuM ia toe vailiitlou of jouriiul-frlulkm, cltic to vlaekiug up or
ittluu Ihe capscrewK, and also the eudtlirust heariufj Bcreiv.
ltl|;Si iuvestigalionN tiiiow lliat it rei|uh'ei) le^<« t4ital power to tnrn off a
weiKtat of melal in a given lime than it doeR to pliino off ihe iuimo
lilt; ud also that the power is lei»n for large than for sinull diutiieterx.
jjcitowlng table KlreK the aiMtisl hni-«e-powei' required to drive a lathe
■■■»-) iug numbers of revolulioiis of iitaiu spindle.
^^B EORaG-FOWKB FOR SNAU> LaTBBB>
r
tack Oeare. | With Back Gears.
tot
i^^tUretl Eevs.ot
H.P.
reqiili'ed
to drive
empty.
Benarks.
1.00
.144
.197
.810
14.6
34 33
88.43
.126
.141
.274
SO" Fitchburg l&tlte.
.I5U 4.84
.«» 1«.8
.389 10 2
.133
,187
.230
Smallla llie<13H"). Clwin-
nits, Germany. New
Diaehlne.
i«
.aoe
.339
0.61
14.8
23.1
.157
•soe
ITW" IftlltB do. New
mocliine.
a
.068
,«10
.MO
8.81
6.74
10.6
.067
W lathe do.
r.i. — horsfvpower neceRsary to drive lathe empty, and .V= nuralier
jiiiioos per iiiliuiie, then the e^qoation for avera^ eniull lathes is
= 0 09o + 0 OOfiA'.
h<f power iieees.«ai-j" 10 drive the lathes emjity when the back greara
ad averoKu equation for lathes uudtir 'M" aniug la
H.P.«, = 0.10 + 0.006JV.
/UithM »ary w much in construction and detail that no ^neral
'obtained which will eive, even npproiittiately, the power re-
frt run flieiii, aiul ntrhouKh the averiige foruiiila showa that at least
^power 1!) needed to jitarf jh<*.<niHn jHtiies there are nmny Knvet-
-( under SO" an-ttig working uu a conauniptiou ot ieiis t\iavk ,t!Ri
I
96S
THE MACHIKB-BHOP.
The amount of power required to remove metjt) in • mad
able wirhln more act'Ufftie limit*.
Referring to Dr. Hailig's rp«earclies. II. V., = CW, wbct*
and Tt'tbe weiglil of chips romovrd per hour.
Average values of C are .030 for tast-iroo, ,03? for wi
steel.
Tlie size of Ifttlie, and, therefore, the rliameier of mirlt !■
effect on the iruttintc power. If the latlte !»♦• heAv\-
and foiis>M|inntl}' the weight of i:hlpR inrreusM. I. l.i
to Ije about the sauie for a giveu iiietul tbroiigli >■
lathes.
Horse-power aiqinRED to reuovx Cist Ibov m a 30-:
(J. J. Hobitrl.)
c
1
^l
e
11
i^.
2;
H
6
&i
^l
5.
g
Tool ueed.
Ill
> ■ a
111
Q
iS!
15
■<
O
■<
<
ns
1
Side tool
ST.flU
30.50
l!£i
.las
.015
.013
r>
Diamond
3
17
Round nose
4^.61
.iJi
.0I&
.IH
'1
S
Ix^ft ■ hand rouml
nose
88.99
.125
.01%
,«r
5
4
t^quare - faced tool
H'broad
S&.8S
,015
.la
.» .
6
I
•*
a.ST
.048
.048
M
7
t
••
8i).«l
.123
010
jm
The p.boTP table «hnvps that an averaee of .38 horoe-powcT
turn off lO iJOiindH of I'ngt-iron per hour, froiu wbich we ' ~ '
valne of the constant. C = .OM.
Most of ilie ciii.9 wei-e lni;en so that the nvr i' '■
diainefr; with a broad Kiirfnce out and a ci>.\
re4.]it[red ^>ei' poiuul of t.'hi|»5 rpiMi>ved in a n^ix
leaot power per unit of weight removed beiu^
square, Us ill No. 6.
HoilSG-POWBn BKQl'JBKD TO RSKOTZ MkTAL tV A SlNca j
(R. H. Smiih.i
lf4\IHV\I W III'-H
Cuft Iron
Cajit ii-oii
Cam iron
AVroiielK io.n
Wrouuiit ivuii
'SVroiiebt \ron
WriuiiiVil vion
Rt«\
IB BEqUIBED FOB MACHXSE TOOLB.
of C. .017 and .019. obUiiwa for ead Ina am .
I« : the iron was soft and of floe ^amStf, kmumn ■• i
,#S8 power in cut; And. M Pruf Smiiii inii«iti. a
[> (ake.'4 less lujoe-jK-wrr.
letalB and funiis ot looi« vary. oiterBiae tto i
per hour piT horsepower woiikl be i
eeds decn-asing but idighilT tbe ritMm i
toiiQt iheM variations, the aciglit of
by a certain (.■uDElant, is equal to tke ]
iccordlog to the abore teata, fa am toOow* :
Caailroo. Wrotielit Iraa. SteeL
oao .OK .Off
iKS .0» jOtS
.084
OM jOn .OM
eesary to run the lathe empty wOl rary from about .SB (n .3
lid be ayoertaiiit-d and added to tbe lueful bor(^[<o«rer. to
Bower exppiulHtl.
I by RIaehlne-tools. (B. E. Ihncmon:, from Ibe £Z«c-
I S S/'16'' y 180 ft. at 1(10 revs . carrying 36 poneya
to iHi", and runuiiJK SO Idle luacbine Mita 1.8t HJfa|
ipriKbt back'Krarwl drill-presB with table, SS"
! M" hole In cast iron, with a feed of 1 in. per
r.. 0.78H.P.
IrUlKriuder No. 'J, cairyiug V" .^0" whtselg at SSOO
o.»H.r.
90" X3(l", tablt* 8 ft., planing cast iron, cut $4"
I sq. in. per minule, al 9 reversals l.OBH.P,
Une 'li" stroke, fultliiK «i«el die, fi" stroke, %"
at rate of 1.7 squnre iiH'h p>.'r minute 0.3T H.P.
17" K^vin^, tiiniiiig Nit-t'l shaft ^" dlam., cut 3/16
r.9a inch per iniiiule 0,43 H.P.
81" swine, borinif cast-iron hole 5" diam., cat8/16
!0.S" per minute 0.23 U.P.
). 2, moDOKram blower at 1800 reva. per minute,
0.8H.P,
28" X 88" X 14 ft. be<l, stroke 8", cutting steel,
minute 3.» H.P.
the next \ias^ compiled from various sources, principally
searclii-s. by I'rnf. J. J. Flather (Am. Unch., AprtI 18, 1894),
, a ifuide in eHtimatluK (he puwer required to run a givenl
must be understood that these values, allhouKb deterjniued'
Ic nieasurenifUts for llie imlividual nniolilues designated,
ly repreaciitfttive. as the power required to drive a nmoliine
int largely on its paiticular defiign and consi ruction. Tlie
woric to be done may also allect the power requli-ed lo
machine to be used exclusively for brass work may be
1 to 15j( higher than if it were lo be used for iron work of
the power required will be proportionately greater.
to ue transmuted to the machines by means of shafting
;, an additionul aiiiount. vurylngfrom 30](toB0!( of the total
by the machines, will be necessary to overcome the friction
F«r reqalred to drive ShafMna.- Samuel Webber,
Of Power" gives among nurneroiiH tables uf power rcoulred
nachinery, a table of results of tests of slmftiuK. A. Une v^
J!ft. lonjf. weteliiti^'(09ff lbs , with imUeysiNWVLWvtiK^'-*^^*
f/ltft., sufipnrieiJ vn 17 bearings. 'ilG leviAxi^Vrittft \wt n\Vx
P^ todriTf it. riii.s gives a co»^fTleitM>l ot iTu'.Vi'jtv «>< 1
tbe coe/Bcleut raugtnX from 'i.'iXf, Xo \V.*T;,ftN«
I
064 THE MACHINE-SHOP.
Horaeapower Required to Arlve
Name of Hncbiiie.
Small Mjrew-eiitiliiK Ullie ISV«" swluR, B.G
Si-iew-ciililng latli«' IT^". «. U
Sei-eiv eutliiiK lathe •^" iFilchbiiru), B. Q
Screiv-ciiiliiit' lallie "5". B. U
Lutlie, SO" fiiw iiUit(», «ill swiuK lOti", T. O
Lntgft faetii*! Idltii". «-IH swiiiRUS", T. O
Whi't>l latlielW swlD«r
SniJiII slinin^i- (sir.ike 4 '. trftvecse Jl") ,,,,.
Small Hlinrer, KiclinnlR (flW X aS")
8)m|j«T(l5" litri.lo- Uiiuld Jt Eborluinit)
I.jyree slianrr. Hiclianis CJy" X Bl") ,...
riuiik piftiur leapocily i4" x «"' X «J4" Btrolw),
J'liiinTU-iipaellj' ati ' X 38" X 11 feet)
l.arK<" planer (capacity 7(1" X Tfi" X W feet
fiiunll ill ill pi-e.ss ..
llprij;lit Rl(M drilling niBiOi. (will ilrill *H" diam.)... .
Medium ilriU press . ,.
I.ui^e drill pre.«s
Kiiiiial (liill fifet't sninc ...........
Itndial cliill S<it fetrt KWing ...................
XailinUlrill (trtjtw ........ . ....
HloltM- iH"slrpkel
Slottei-iaW' stroke)
Sk.tlrr (i;/' slriikf).
Utiiversiil iiillliiig imicb (Brown & Sliarjie Ni>. 1).
Milling nmolilne (13" ciitier lirad, 12 Liitlt-re)
^iiiatl lieail Iravfrvini; iiHIIiiig uukchiiie (cutter-bead
U" iliaiiieler, Ilj ciilttra)
Gear cutler will cut 20" ijlameier .»
lloriEniitiil Uiiriiig ma hiiie for ii'on, 8£^" awlof;...
Hytlraiilio Bh«arih(r machine
Large pliile »tii-arft-kiiivpB '."8" lonu, 3" stroke
Large piincli press, over reach 28",*" »ti^ke, IJi"
Htoi'U can l>e punched
Small piiiK-li (iiidKlienrcomb'd, 7!.^"knl»f«. lijj" air
Circular -Miw for hot iii>u (3liU" (liaineler of saw) .
Plate-heniliiiK rolls, diaiM. of roll* IM", lenKth DVt fl
Woixl planer WI9" (roiarv knives, 2 iior'l it vort. . .
Wood planer :i4" ^rutar) Knives) ..
Wnod pluiter IT!>i" (rotary knives),
Wood pUuier 28" I rotary kuivei)
WfHid pliiner '^8" iDiinlel'a jmtteni) ,.
Wixid planer and niiitclier (ca|uicllj 14^ X 4)4 "1- •
<'iivular «utw for wood l'£l" dliimetfrot M»)
C'iicii'ttr WHO for wckkI (:15" diiiinelerof Miw)
Iliunl snw for wood (M4' band wheel)
Woo«L-iiiiii liHin^ ami boring mat;liin«. ...... .... ...
llor'l wooil-horiuK and ninrrislnir machine, drill 4"
diuiii., iiH.rii!-" (•'•a dei-p >. IJJHi" loni
T«*noti and uiortisliii; nuK.'hine.
'iv-noii niid mortixiiiK iiuu'liiuH
*lViioT) and nii.trt.iNinfc muoliiim
BiiKc-iiiiilder «iu1 tiliaiier. iVerllcal •pindlai
I VVoiKr-moldlnu uiaoU. tcav>. 1V4>; 4Wl. ''
I fjr/ndotiine for tool*. a\'' i^Wu., V tu-
tai.tf
818.31
E., engine; W.W.. woodworklnR machinery; M. M., mlo*
U. E., manaetrnKiiiMi; L., tocomutiTer; H. M., hoary ma-
nacliine tools; C. & L., cntnes and locks; f. & V., presses
I piilli>3-H and ahnftiiif;: H. F., heavy rorgttigs; 8. M., sen-in^'j
iiiacliiiie-iwrewB: F., flies. '
states (Trann. A. S. M. E.. vj. 4tZ) that in prlut-millit which
I friction of the Hhaftini; und engine wax in T cases l)oIow
fs belwt-en dOjS and SO%. In II cflM^i from 90% to .%S and In S
the average iieini^aS.W. Mr. Barrtig In ei)?lit colioii niillB
t" be tiecweeii l.** and 2S '*. the arerftBP helii^; Je*. Mr, I
that fur HhijpB using heavy inarbiiiery tlie (Mjroi'iitft>;i' oM
o drive theshaftliiK will average trom40i tow)* of llie lolivl|
> This pretiuppowa that under the bSMl of ahatlUtg am]
19, fanB, aud hInwerA.
ABBA8IVJB PROCESSES.
ir It /wr/oni/erf l,y nieuim of Mlnn.-H. HftnA,
Undttm, t-mcfM, roUKe. chilk-d Klii\ml.r» nl \-
Im. ^J",i""if • '""" ''"I"-"" ''V .l"h-v \{.W'M
iiy as attti a ug. is, indi . ^
-coS^WWWmfiemTnnWvasrstrax'mnirtfi-t
in which the pi«c« to be cut is made to i^'volva
tluia the saw. By thl» m«9iiiis onl)- a onmll s\irt»
presented at a time to tht' chcuniference of the a
satiie size as the cold saw above desciilnjt] , «ih1
itbout 26,000 feel per minute. The heat Renerated
agains» the sniaU surface of the bar rotated oga
particlea uf iron or BteeJ in ilie bar are aotunlly
welds OS it falls intoasolid moss. Thludislc uiUui
Iron, or st«el. Ic will cut a bar of st«el \% iach i
eluding the time of setting it in the uiachiue, Q»^
aOO turna per minnto.
Canine stone with Wire.— A plan of d
wlrH cord nas been tried in Kurupe. \N hile r«t«
agent, M. Pauliii Gay, of Marneiiies, has 8ucfe«-de(;
i^ tneaug, and as continuously as formerly Om
with both o{ which appliances bis Fysleui — tba'
cord "—has cousiiierable anuloKy. An engine pt
wire cord (varying from five to seven tliirty-seeoi
Bi^cordlng to the worki, composed of lhre» mild-s
tain pitch, that is found to giye the b(»t results
from 15 to IT feet per second.
The Saud-blaat.- In the sand-blast, Inveii
FhiUdelphiu, iiuil tlrst exhibited at ibe American
In 1871. cumnion sand, powdered quartz, emery. <
rial is blowu by a jet of air or steam on Rlass, niel
bridle substance, by ivliiph means the latter Is
To protect those portions of the surfac<< which
abraded it is only necessary to cover them with
such as lead, rubber, leather, paper, wax, or nibl:
In J^pp. Cyc. Mei!h.; also U. 8. report of Vienna E
A "jet of sand '" impelled by steam of moderal
blast of an ordinary fan, depolisbe« glass in a ffw
rapidly; and nietola are given IJie so .■■"■' ■ '■-
rapidity. Wiih a jet issuinii: from ui-
cut through a piece of coruiidrum. 1^ .
^AMHMIIlMMilllfeMllilirfMtaMkHil
EMEHY-WHEEL8 AND GBINDSTONES.
967
J The same weif^ht of Hmalt forging!* and stampings can be acaled
Kto 30 minutes.— /i-oii Agi-. March 8. 1891.
of na^
EinEnT-WHEEL,8 AND GRINDSTONES.
slertlou or Emery-ivheela. -A pamphlet entitled " Ein«n'-
Jlhi'lr St-lei"tit)U and Lsc," published by the Brown A Shart* Mfg.
^- calling; attention to the facMhat too much should not be exp
pheel, and commenting upon the importaDce of selecting the |
* the work to be done, says :
are numbered from coarse to fine: Ihnt K a wheel madei
' la coarser tluiii one made of No. 100. Within certain limit*, and
IIK8 being cqnal, a coarse wheel Is less litlble to changp the tem-
) of the work and less liable to glaze than a fine wlieel. As a rule,
ier the stock the coarser the wheel required to proiluce a giTeJl
I For example, coarser wheels are required to produce a given sur-
pon hardened steel than upon soft steel, while finer wheels are ne-
to produce this surface upon brass or copper than upon either
Mned or soft steel.
keels are graded from sort to hard , and the grade is denoted by the
rm ot the Rlphnl)et. A denoting the softest grade. A wheel is soft or
ohiefl.v ou uccouut i)t the amount and character of the material com-
1 in its manufacture with emery or corundum. But other character-
I being equal, a wheel ihat is composed of "Bne emery is more compact
txArder than one made of coarser emery. For instance, a wheel of No.
TTirTv irrade B, will l>e harder than one of Xo. 60 emery, same grade.
-^■i of a wheel is generally its most important cnaracteri.^lic. A
less apt lo cause a change of temperature in the work, or to
-.1 ..: 'I, than a harder one It is best for grinding hardened steel,
■iroQ, bnusw. copper, anil rubber, while a liarder or more compact wheel
*t«r for grinding soft steel and wrought iron. As a rule, other things
Bual, the harder the stock the softer the wheel required to produce
(flniab.
_ speaking, a wheel should be softer as the surface in contact
I work bi increased. For example, a wheel l/lfi^lnch face should be
Ptban one Vjiiich face. If a wheel is hard and heats or chatters, it
bn be made somewhat more effective liy turning off a part of its
' aurface; but it should Ih; clearly nnberstood that while this will
iTme* prevent a hard wheel from heating or chattering the work, such
fhwl will not prove as economical as one of the full width and proper
~^%for it should be borne In nilml that the grade should alwaj-s bear ihe
rrelation to the width. (See the pamphlet referred to for other In-
on. See also lecture by T. DiinkUi I'aret, i'res't of The Tanite Oo.,
rrj'-wheelx. Jour. Frank Inst , March, 1890.)
of Kuiery •vrbeela.- The following speeds are recommended
irenl nuiker^ :
RevolutloDS per minute.
a
^A
o
« so
Cts
£ «
a = i,
H-
Jz^a
c
^
d&
s.teo
2.300
1,800
1.800
1.5T0
l.fitK)
1,3S0
1.400
l,iJ22
1,'iW
1.080
1,100
1.000
1,000
»n
\ «S
733
f,\\
4on
2,300
1.850
I.IW)
1,4W
i.aso
1,100
1,000
^M/ri(»e Uie regrular speed ot S5O0 feet per minute." vOetvoVt"!
paiencB baa demouatrated that there is no aAv«LH\«««
THE MACH1VE-8HOP.
lUd emerr-wheeU at a higher rate than BBOO feet per mlinlgl
fSnrt ..- '" "\ ~ .
Allhoiieh there is no exactly defitieil Uniil at which a i
rftiEnelil
a hig)
E. W.
Mfg. Co.)
Bet per mlni^M
which a vwfl
16
20
M
30
M
40
46
60
70
SO
00
100
(render it BfTeclive, experience h»s t^••^lu"'ll^( nil
gafety, flurabiliiy. and liabiliiy toheiii
ffivtMj tlie best results. All first -dash
necessary to give tlii* rate mariied m,
In the vrieellst gives ft corresponding iiiif Ab'jve itii:-
are unsafe. If run miicli hflow il tlicy wear away rapMl; la pra|
what they accfitii|ili«li." (NorMiauihtou E. W. C» )
Gradea of Emery.— The numbers representlnir the i
run from » tu iJu, und the deRree cf sniooilinesBof Mirface (
rbe compared to timt left by flies as follows:
8 BUd JO represent the eut of a. wood map. _
^.^
Wf
Ba
S
Hi.
UJ?|
sri
fot
Stt
!
a coarse rniigh
liOFandFF " " *' " a dead-smooth BK
Sp«ed orPoUaItlDc>t«rbeels.
Wood covered with leather, about
" B hair bnisb, about
m" to 8" diam., hair 1" to 1)4" lon«, ab. i' •
Walrus-hide wheels, about H>' '■ i
Bag-wheels, 4 to !i In. dianteter. about _ "•
Safe Speedo for Grlndatone* aitl ■'--' r^ '
Hiscox (/ii;ii Atjr, Apiil T. l.SO.'i, by an ajuil
Ujjal force in flv-wiieeU (see IHy-wheeLs), >i
grindstones ana emery-irtieela which are
forniuho are:
Stress per $q. in. o( section o( a grindstone
an eiuery-w!
D = diameter in feel, N = revolutions pe^
~ .m\
;;tvt'M It) I lie lalij
.'nr^p X.I
- 710-
He lalceg the weieht of sandstone at .
eniery-wheel atO.l lb. per cubic inch; Ohi'
Huron .Htuue about .0$9 lb. percnbic inch,
at tlie periphery of !iWO to 3000 ft. per r
exceedeil. The Huron stone can b'
clamped between flaoeea and not •
from the «pe«d of griniTstoneis as a cu
of accidents have really been caused by \v, .i
we<lginK to true them. Tlie holes iM-ing -
wedges to true the slonen Hturts craclss in
out until the centrifugal flniiii bi-^'iimes n'
remaining solid stone. Hence the neoessii^
wedges, tm well hh the holding of large QUtr.
Ilanfces aad leather washers.
Strains In Orlndatoa«a,
Limit or Vtixicrrr and Apphoximatk Actiai. SraAiy
Sbctional Area roa aR]!«i>aTOicE3 or Maoreii T>-
EMERY-WHEELS .UJD GKIXOSTOXES.
fif^ures »t tlie )>'.iti>ra of coiumiM d««i«i>Ate ibe limit cf vtlocttf
lions per i i be b«ad of the colnnma for sUMaes of llw diam-
tlii? nr>l 'Site ibf desitrnxinx Brure
aeral ml' . ' r any site KrliicUtoDr tliAt baa k eooHMkcC ftcd
(rain is u> Uii>i; \L^- fvnpherzi vekxitr to IT feet per BevoDd.
h la a large variation in ibe lisled speedii of emefT-wbeelx hy different
E — MOO ax a miiiiinuui and SflOO maximum fr«t per minute, wUIb
claim a maximum speed of lO.OWfeet per mlmMe as Ibe amte ipced
r best el neO' wheels. Rim wbeeb and iron oeoue wheeta are apmtl*
il require the malcer's ^laraotee and aafriKBDumt ot tprfti
Strains iB Emerf-wbeel*.
I. SniAlit put S^l-ABE LSCO OP SecTIOX IX EaKBT-WRKELB AT TWB
VKLOcmta AT Head or CourMSs ron Sizbs is First Coiat». i
li
Rei
roluiioDs per
minute.
'
H»
MD
1000
1«M
1«U
1400 [ laoo
auco 2a»
woo 1 3000
22.67 ST.W ^M 38. 8L
51.13 61. «e :?. BJ Sfi li
18.40
'aaira
22.67
h 6.-.
H.ls' 58.05' 73.47
II4.M
90.71
141 .80
109.76 13U.0-.' l.^.S
'"•^•::-::i:::3
aa.57
41 .-11
ft.
;-,.65
177. so
Dlaca
KevB. per'
mm.
SO.flS
61.81
73.«ra
100.41
130. »<
152.85
1T..S3
In.
3900 JOOOl
'
4
6
44.43 SI.H
tl6.0(
100.21 iis.a
m.M
. ...
8
1J?.80 ... 1
hda Bom (Modem Mochioe-sbop Practice) Bars: The average speed i
Stones 111 workshops maf lie given as follows:
Circumferential Speed of Stone.
Tbr grinding macbiDists' tools, about 900 fe^t per mioute.
" •■ carpenten'' " " 000
^ipeeds of Ktones for flte-«rindliiK, and other similar rapid grinding is
(iren in the "Grinders' L»«."
■.ft A7H7eij6»i5 4U 4S^S
^permtn. 139 144 154 166 180 1% 218 240 270 303 900
b follow ini7 table, from tbe iteciianical World, Is for the diameter of
Is and tile niiiiilier of revulutions they should run per minute (not to be
■ded), with tlie diameter of chaDge of shift-pulleys required, varyinK
shirt or change ■t\^ inches. 2}^ inches, or 2 inches in diameter for each
etfon of 0 iiichi^ in th" diameter of tbe stone.
k^
Shift of Pulieys, to inches. ]
■)ter
RevdutioDS
1
■
%
854
2
Rn.
8 0
135
4«
38
82
T «
144
arw
^A
SO
7 0
154
S5
29
« «
i«e
32H
SSM
20
e 0
180
ao
37
24
S 6
190
2TM
2^
22
S 0
216
25
20
4 0
SUO
8SM
2W4 \ %%
4 0 1
37V
20
18 \ \*
f t /
SS^
im
ir% \ \\ A
' /
sao 1
15
isvi
\ ?1
/
i- /
J
4
\ jl
I
970
THE MACHINE-SHOP.
■in.
1 9i
Oolumns 3, 4. and 5 are ^iven to show that if we star! an ^■[
Bay, a couiitershnft pulley diiviiiiir a 40-inch pul!-
and die stone niukcs ibe rielit uumht'r (135) of P» I
reductiou in the Jiamelt-r iif the pulley OH the ^-i
Ihe gton>* btts been reducwl fi inches in dianioler. will re>|iil)
ducetl aU inches in diameter, or to shift from 40 inches m j!|
on Bimilarly for columns 4 and 5. Any other suitable ilime
may l>e used for the stone when eif;bt feel in diameter. Iiut tttj
inches in eocli slilfi named, iu order to be correct, will liare lol
tional to the numbers of revolutions the stone should run, a» gl«
a oC the Uble.
Tarletlea of Grlnilntonec.
(Josliua Rose.)
For QKnrniNG Machisibts' Tool*.
I
Name of Stone.
Kova Bcotla, '•
r Cbaleur (New (
irunswick), )
Liverpool or MeiUng.
KindofOric. Texture of Stone. Color
All Icinds, from
finest to coarsest
All kinda, from
hardest to aothwl
Medium to flnest: Soft and sharp
Medium to fine Soft, wiLh abarp
I grit
Blue or J
Uiilfoi
For Woot>-woEEnio ToOLa.
Wickersiey.. ........
Liverpool or Melliug.
Bay Ohaleur (Now (
Brunswick), 1
Huron. MichiEran . -
Medium to flne
Medium to flne j
Medium to flneat
Fine
Very soft
Soft, with sharp
Krit
Soft and stiarp
Soft and siiarp
Vntt>
Untfora
[Newcastle
1 Independence.. .
" dUon
For Orindino Broad SnarAcis, as Saws or Iros PtAna
Coarse to med'oi
Coarse
Coarse
The hard onea ' Yrllo*
Hard to me<liuiii (ir«T!«l»"' .
Hani to medium Yell»«)a&WlJ
TAP DB1LI.S.
Taps for lll*clilne>acrew*. (The Pratt £ '
Approx.
THanieter,
froctlons
of an inch
Wire
Gauge
No. of Tlireada
to ln»'h.
60. TO
40, 48. se
S3, as, 40
ao, se, 88. 40
au, xt, se, 40
M. ao, »i
», ao. Si, 80, 40
M. 88, ao, &>
90. «l, «
Approx.
!> la meter,
fractions
of an Inch.
\
Wire.
Owww
Mo. 18
No.(
J Mor«« TwUt V»tlU ftwd Hac\v\TO Co. I^;'**^
TAP DRILLS.
1
:;*••;
itiiili;
Mil
sa
?SS3
8
•a
3
a
o
i%
m
a
:?2^J:.
CT) QD Ct; flO *•>-*•-••'•• • S»^~a'^' • i . • lA >ft lA W)
t^ t" t- 1* I - 1- C> t* tD ffi ep tD Ip <e A te to lO lO to d O M3 to "W W
««« gj<o^ ^<e^ ^»s ^£33 ssa asa
:S :i
.•3; : : : : ; :
;t
•X- :
IHil
33 : :^3
:!SS»
ia^ i ixl i i : M ;
^333^33 S3SS SSS ?? : :K ::::::
go ' ;QO0O ; :'^2 1 :C'>« ; ;«*?> ; ; ;;
iO(fiiaGe'^^-»'*pT)7r9};i09i-<^ooose>c>AAaoQDaoa>
jf. / «-= S'-s ;;=£ s-S asfe %'£s V^-^
rKIMO PITS.
373
•o Incbeg acroM tbe IioJ^ or 5.«
ive «.%yia Hjh., and 10.e;( i;lM>jra-
for piincheH tor ti.s« in rii>-tal of
) punch. Thin fnrm is <.f im-ai.
rlced lit leHs than two IhiixiM llie
wlng-preiw. OlM-Hin Srnrlh
iietliotiK or liiulinii i)i<- mx>- of
d coiihIhih sIiii]iIv in a -^n— r-t
tropvr one is fmiinl. TJiii. i« f.ir
the cuttinK (lorii-ins nf il,.- >ii^
her worlf in rlonf. Th» v<''.rri
id then, IcndwinK tin- ireifrht ti(
the diameter <'>f a |>iece liavinK
iJKht. T)ie thiril nielh-yl L- »>>■
J- 4d/4 for HhaqMromermi "iii.
of cup, A = h>-lf;bt of r-np. >'.,r
1, gay I'adiug of comer Ir-^ ri.an
■I- 4d/i) — r, aVnit: r f<»-ir:jr fji"
) aaiumption ihac thf thicKii*--<<
incopf ration.
tftUeDrop-prewi. Fi. H.
copper cylin'l••rI^ « a.- [.r«-i-a'v;.
ejected to th«- a>.-tioii of pr«-»-»-
of fall. (>jnipaiii'>ii .>|.n- i..
me amoiiot. and nn*-a-M:>- ■• •■—
n, and o' the ainoiin' '<r v '-rii,-
Irop. Ccmpariiiir on«- '.iiv'. -i.-
le hamraer wax" 'jri of tl.»r j. -.m
Hclency. That i« to -hv. '-'■ - r
iqual to tiiat drjt; t)i<T ,i>-i;;n' 'f
ht of drrjp X fKll / »-ffii:i'-..'-,v
coinpre!«Ki'»ti.
e mean ar<?a opp-.v 1 to rrii-)i-
our. Frank. Inst.. MBi<;ii. :»'- •
gh iron blfjok.s !*i in'rii'-H tiii'-k.
I only 1 1/14 Inch thick, and it->
the hole. Therefore. C«>' of i he
into the block itnelf, iticrcasin;;
KI.NO VITS.
by Hydraulic PrPHfture.
Iiirjft-r than tlie h')l<! into which
:>re»sure of :W to 35 tons. (I<«;c-
e driving- wheel, wlien the pin-
lould be pressed In with a preo-
;he wheel fit. When the hole Ih
t of shiinkiDi; the tire on the
lia.s been boreti, or if tlie hole iH
'e to be increased to 9 tons for
rn. Machinist. I „ , . ,
an Kailway Master Mechanics
rinkace allowancps for tlrea of
ly heated by ga8-<lBra<?B, sli|>ped
:il. Tlie centres are turned to
ires are bored smaller by the
I 50 no «2 ««
! .053 .000 .068 .0^0
f 1/SO inch |>er fool, or 1/900. A
lodulus of ela»ticlly of wcel at
074
THK MACHIKE-SJIUP.
I
I
30,000,000, the'stTRin caused bj slirltika^ wniiM »w 30.000 Iht |
wliicli is well within Uu* alaslio limit or iiiuutilneiT' st»cl
8CHEWS, 9CRKW>THBEADS, KTC,'
Klllviency of h Screw.— Let a = angle rif Uif thrpnl.i
angle wlmse iHn^eni l.s llic fiilcli of the screic divided li) llm «
of a circle whose dianieier is the mean iif the Oiaintilim u i
bottom of the thread. Tlien fur a s<|iinre thread
Effluleticy = f ,
l-*-/cotau«
In which / i'r t'le ooef!lolent (if frlctlnn. (For dcmonotroiia
Slade. Applied MecliHnli:s. p. 140. i Siiioo culnii = I ■* lan^l
f nr c(il«n ft tlit> leoipi'ocal of the tangent, or if p = iillchtf
ciiiiifeiiiiice ofthe^crew,
KIBciency = ,
ExAMPiJt,— Efficiency of Kqimre-lhreaded screws of H ll>. ptiflit
Dittiiu.'tei' at bottom (if Ibread, in 18 8
•■ top IW a4 Jt<
Mfan ciroiiinferencfl " " "..,.8.83!' * T.OW 10 1
Coianifeul II = c -4- p .= 7.8M J4.H W'
Tanpflit n = p-*-e = JWI .«fl«l
EITIoiencyif /= .10 ... = 55 3J II « St.1
■•/=.1S = «* 8I.7S M.I
The eiflcieiK'V tliim incrpaseB willi tli« Bte<«nn««(« of i h<> ptldi^
The iiliove formulie anil eianiples ore lorwinarr-Lhrfi
flfinsldBr the friction of the s<,-(*tt-' I" i ... i. i ...
oiillar or step by which end tliriif ' rH
efllolenui'. The ellloiency is ako n k'IUiI
the liiiie of the thremi, as in lhe\' .-. . . .v. t ... .tu
snliji'i-r, see paper bv Wilf rt-d 1.4<wi8, Jour. i<'runk. inil. 1911
A. S. M K. Tol. lit. Tf^.
ElBclencr of 8crew-boU».— Mr. Lewis plre- ••- '■■<'
imniei foruiula foi- or<Iinary wrew-bolts vV thr
[lilcli of strew, d = otit»idf diBnieler of «crew, F =
tel-enee to lift a unit of weight, E = efficiency of «.,.,. .
caeu, la wliicta thn coefficient of frictioa may bn assumed at .1
«' _ pJlI tr - V
" - id ' ^- ]r+d"
For liolts of the dinieiiiiious given abore, ^^In. pitch, i
eters llj. 2U, .lU, and It^ in., the efUciencie* according to
ivould lie. ri-.^|ifOllvely, .'JS, .107, .laV and .10.
Jiuiies Jirlli Ide (Triins, .\. S. St. E. xii. 7«I .Ifsir jl„-. ,n n
:in ordiniirv 3-lu screw-bolt, wftlioVli,
a weitrht of T.'iOll liwi . l1n' T'lroe bHi'njf op
|iii«er applied Sfr.Sjf wh* al)Mjrl>e<l by fri.
washer and of the thread.t of iliu boll in tiic uuu 'Ii.i! i,ui
and liiid the (l«t side to the washer.
I'rof null in hi.-i " Extierini.-iitJiI M^-i'ldiiil.^ " ^,-«v«- •r.IIi
1)1 I V. ' invllvely nl)'.. '. , '
Ti -: •' Iii'prii'
hr-a* iriies veiy ■,:■■ ,|j
litll.' vahi.. "
WWsliftcli (wrs: " The elflmency l« from IIK to IPI
ElBrlpiicy of a DlfTcrf ntlaf Hrrcw.-.v
Haner fcrew
975
■ner fCrew S/7 in.. Ihc duik-Ii wuUl nd-
!.T = I -ii in- Exper :-•
punch aa II !S-in. I'
of a l*v«Tftnnof 4T-*4 1
•i mean force apphnl a; tt><' fiiii uC iLv it-vrr
htt puiacb, if tiiiere w&s no friction. wdiiKI b^
'orce r^uired to punch the tri>n, a^Muniiiifr a
Ibtt. per »q. in., would be 50.(XW > !1 Hi • » ;<
incs of Ihe puucti would be iT.iXW -*- 5DM.500 =
rew only used ai$ a puuch the mean forc« at
ly ^ Ib8. The leverage in this case was 4^ x
'fiferred to lh« punch, including rriction. MO x
y 87,000 -f- 73,800 = 36,7<. The Bcrews were of
rieat«d wttta lard-oil and plumbago.
•threads— A. M. Powell (,Am, Uncli., Jan, 3(,
tr-Uiread to replace the square form of thread,
iereoaelo tnaklne^ IIik. ami provision for" take
dimensions are trie same a« those nt s<|uare-
}tlon that the sides of the thri-a/l, inttt-nil of
is of the screw, are inclinetl I4y^* U* such t>er
Ides of a thread are inclined i!9" to each other.
( of the thread are the followlnfr: l>epili of
t top of thread = width of iipacu at bottom —
ot of threjid = width of space at top = .6303 -•■
number of threads to the Inch.
kBTSOF TIACHINEH IN A SKBIES
OF SIZKS.
mlntlifilo); April. 18!ie.)
fed b; Coleman Sellers white at William Sellers
lliti of the parts of mnchliies. bnHetl tipon the
xe inacblae and a small oue to any ssriefi of
neil In jsettinc up the pioiM)riioti-l)ook and ar-
8 from which any Jiiaoliineean li«coiistnicted
the lar^ejiL and tirnullest nf the series.
>DStractlon Fonnuliv.— Take dlfTerence
the larij^at and the ^iinnlltRt inHchineit that
conatriietlou. Take also the difference be-
on the ll^rgesl and sniallesL tuachines se-
je former, ami the result otittiiio-d will lie a
yy the tioiiiinal cajiaeily of the inlernieilinte
mlnlslietl by a coDstant *' increiiient," will Rive
To fltul the •• increineut :" Multiply the uchuI-
itxe by the factor obtained, and subtract the
)arC belonging to the machine of nominal ea
B of a part of a 7S-in. machine in 3 in., and the
In. machine is 1^, or 1.8T5 in.; then 7-i - 42 _
D. = t.)vB. lias -1- 30 = .0;i75 = the " faclol."
1 1.878 - 1.575 = .3 = the " Increment " to W\
capacity: then the formula will read: x =■
fns. or 1%. the size of one of the selected parts.
»B -4- e = X, In which D = nominal canaclly in
lualanc Increment, a U the factor, ana x = the
K.WCSH.
M(eaHne. (Trans A. 8. H. E., xiil. S3».)— K.
{key = Vi diatn. of ahaf t, depth = 1/t diam. of
;.
lilla : Kay* of iquare section, aide = ^ dUm. of
> In flTBo sizteeotba of an Inch.
Ih = H diam. of hole; depth of aide -* '
I key for 1 to m In. shafta, S/U >
^ to 19itn tfhafta. and so on.
urge euii ot splice, 4/& widUt ot 1
976
THE MACHINE-SHOP.
UbwUi (WbHiihU of Macliiii'- I»-<.iifi>i irit>-s -. Width = ^d -4- MIn.
tMsmt - i^ + k - ' afi in inches, \vbt-n arbeiite
iur raj*, tlieer In iluit c«s«, if H.P. = hoi
|iu««« lrmii«uilU«d tijr Ute altetd ur faille y, .V = iwa. per min, P = ti
•cUbc at the ttraaatenmoe, ia lbs., aod A = rsdiut of puUey in incfaei, I
•/lOOH-P.
Prof. Oolwniti SMIcre iStevrtu ludieator, April. ISSS) gives tb» ft
Tlw siip of kpTit. h"t)i for «>tsftlBe sn-! for machfnp tooU, are On ,
tit'i - " ■ "■■ ' ' " "" r-.«l todurini
tii'i > > ami titliDg
iitL. :■ . top aiij
•li!- Doi:tini •>! tJie kcy.fieai il
ibe gmr-wheirl timt U tttumt
ikis manner deiH-nil upoD llw0t
ir-T-i III" ill iiir >r:ir i>r-jijk.- ii i>trciii|c At, OF A fit ihnt is BO ug^taatil
naitc scrett -|>iV!tfurc lo |>ut llu- olienl in place upon th« Khafl.
Slx« of Ker* for Sbaftlnc.
,ia
DianirL^r of Shaft, in. Size of Key
lU 1 7 IS 1 ll/ie S/16<
1 I5/14 J Vl« 7/>6x
5 7/14 t/ien
« II/IS aiS/18 8 8/IB «T/1«..... 11/16.
3 15/14 4 7 1« 4 tft/in 1VI8«
6 7/19 5 IS 16 e 7 10 . . 15/18x1"
6 15 '16 7 7,J« 7 15,10 8 7,/16 8 1V«6.. 1 1/I6x IX
Leogth of ke]r>«Mit for coupling = 1H X noniioal diameter of shaft.
Size of Krya ftor Idaclilne Xools.
Dlam. of Shaft, in
Size of Key,
ia. cq.
lAr'lS nnd under U
1 to 13/18 3/16
]U tol 7,1C M
lU to 1 11/18 8/10
I« ioa S/l« 7/18
SU to« 11/18 9.^6
294 to3 lS/16 ll.'ie
Diam, of Shaft,
i
In.
to 5 7/16 ...
lo 6 15/18...
to 8 15/18...,
» to 10 15/16...
n to U 15/16 I S/W
IS toM 15/16 17,11
■q. in
... 1J/1«
... IJ/IS
... 1 1,^16
I a/11
John Kicluirits, In sn article in Caaier't ilagazine,vrrlten as follom:
are two IfiiiiU or system of keys, both proper and necerssairy, but vri'
fereni in naiuiv. 1. Tlio coinniou fa-tlenini; kev. usually niaileiu ^
fourth of the iibsfl's dianieler, and liie depth fl»e eighths to oo«
width. TliHse keys are tapered and fit on all sides, or, as it is
scril)ea. '• bear all over." Tb*y fieiforin the ilouble function in
of driving or lran<aulttfDff and fastenine the keyed-on member _
itioveiiient euilwise on tiiu sliaft. Suub keys, wlien properly made^
as a strut, dia|;onally from coiuer to corner.
SL The other kind orcla.<g of keys are not tapered and flt oo theiri
only, a slight clear aitce beloi: left on the back to insure aKaingt wedge
or railial strain. These key» drive by shenrinft strain.
Forftxed work where llieie is no alidirif; iiioveiuent sU'li krys ur^
monly made of sipmre section, tiie sides only l>einp plan-
more than the width by so much as is cut away in fini<<li
For sliding; l>earinio>, as in the case of drilling-niacliine -^^
should lie inoren-sed, and in cases w here there ia heavy slrain ilicrr rh"
be two keys or feathers iniitead of one.
The following tables are token from proportions adupte<1 in pia.
Flat keys, as in the first inblf, are employed for nv ili
parti; are li> be lieUl not only a^aiimi torvional strain. Imi i
Oituil etidnise ; anil \o case o^ \\™.'»-s «,r«3flx U» strut r .
[>og»3t unU moBl secure flRtl\T^sX.\no'«««n»tl«.■»<\M«!lOk,■^JB(e^t;^fc.>tIain,
' I Llie ease ot euginc cra.uV>a a,wi."&t«.'nKW«%, ^^-vucnj^Vi. "^wk'
©F KEYS AKD SET-SCREWS. 07?
^kre. (UaiaiDg the work out of tnitb. ibe can>
ii»(f, and Jpstroyiajf the «r»i<l*-iice of ^oCkI or b«<i
When n wli(»>-l or othrr pur! is fastened with »
lere is no uieans of kiiuHiUk' »liet!i-r iln' wrk i*
■ reast-in siioli keys arc i.ui empUv ■ uu-
M9 of aviMirate work of hmv Kinij iK»t
'Strain, oud also the difBciilty of i.-. _ ■ 'iii-
loNS OF FuT Ekts. t)f bccBas.
»/lS
3/l«
7/l«
9/82
5/tfl
7/10
lljt.
B
IS/ It
7 8
'^
lOKfl ar SqvAtiz Kkvo. m Ikcbbl
m
7/88
9/aa 11/82
5/18 ?6
13/3S
7/16
IS/ffi
17/«i
t/16
S/IO
11/10
( Of Suoiyo Featbeb-kets, (m Inches.
l\ 7/10
5/14
7/16
»7l«
(ollowing table of dimensions to tlie Am. Machin-
heavy work and very short hubs we put in two
t. With »[H>ciai long hubs, where \re cannot use
should t>e thicker than the standard.
1th, Thick
MM. neKS, in.
3/ia
5/lC
9/10
Diameter of ShatU, Width,
inches. inches.
3 7/16 lo 3 n/ia
3 15/16 to 4 3/lB
4 7/18 to 4 11/18
4% to 5%
T.U to B|2
Thlck-
ne8a,ln.
11/16
U.
■16
SB. say 14 to 16", 1/lfi" thicker; keys louder than
' tntcker; and so on. Special short hubs to have
Woodi'iilT system of keyine, see circular of tlie
Modern MechanlRin, page 4M,
t OV KEYS AND 8ET>SCRBWS.
lliiK>power of 8et-aerewa In Pullcjra.
1. ET, X. i'3U.)— Theae tests were made l>y u»ii«K a
pifc by two 8«t-svrews with tlie shaft key»i to ilie
iquired at the rim of the pulley to CAUMt* it In Hllp
belDK niiiltiplied liy Ihi; number (1.037 (ObtAIUHil l>y
be pulley onelialf the diameter of the wire rope,
kice the radiUH of the shaft, sinee tbere were two
(time) Kives llie holdin)f.|)Ower of llie 8el-»LTews.
jof wrouKht'irrin, ^ of an incli in dinmrter, and ten
shaft used was of steel and ratlivr liard ••>" "ei-
I Impres.sion upon it. They were net
II of a ten-inoli monkey-wrench. T'
asrlied respectively A, U, C, and D'
978
DTNAMOMKTEES.
A, potln p«rfi!Clly flat. 9/16-in. diameter. MIS to 3894 Itw.; aTen««aaM.
B. railius of roundml pnd.s alioiit U inch, 37-17 '* 307S " " Wl
O. ^ •' 19()S •' 8070 " " BJJ.
D ends cup-shaped And oai^'bardeued, liKS " 2968 " " Mn,
KniAiiK8 —A. Thpsel-MTHwd wfrp iiolonllrWy nornml to the shafl ; Umi«(
tliny bor« lesis in die earlier tiiiilR. berore th-ytaad become tiatteaetl bjp
M-ear.
B. Thf piiils of iliese Ket-HcrewK, aftvr ths Omt two trials, wer« foundt
b« fiatleii«<l. tilt* tintterird area liiivine a diameter of about tjj inch.
C Tlif edilR wfiT found, after the tli'st two Irlnts. 1^ be flattened, an lot
|l, 'I'he lirHl lent lield well hetauue the eilees were sharp, then (he holding
power fell ciff till ihey hud Itec-niiie tlHllciied Iti u maniivr giuiUar to B, wimi
the ln>l<ltn^-|M>\ver InereuNed a^^nln.
Testa of the Holdlng>power of Keys. (I^i>za.>— llie 1
wif applioti a-* lu ih« t«>»i« of Hei-screMs, ihe sliafi iieiiig flrmb' keyed toi3
hiildei-H. I'lie load required alllie rim of the pulley to shear tbe'lceyd
determined, and tblii, multiplied liya suitable I'ongtaht.iipternilDed in as
liar n*ay to that used in the case of Het-Hcrews, gives tia tbeslieuriugHtrenj^
t-er M|tiare inch of the ke.vH.
'I'lie kovo tcBteil were of eijfht kinds, denote<JI, respectively, by Ihe le
A, B, C. 1), K, F, U and H, and the itttiiiltM were as follows : A, B, D uAi
each I leatii; E, 3 tealii ; 0, (i, and H, each S teats.
A. Norway iron, »" x U" X 15/32",
B. rellue.f Iron, a" X ^' X IB/Si"',
C. tool Kleel, 1" X M" X 15/82",
D. rimohlnery steel. '.►" X W" X 15/84".
E. Norway Iron, lU" x W' X 7/16",
F. oast-Iron. «" x fii" X 16/»i",
G. caat-iron, 1^" x H" X VW,
H, cast-iron, 1" x W''^X 7/16",
-10.184 to 47.700 lbs.;
86,-iftj" so.as4:
ill. 31-1 & 100,056.
«l,t)auto 7t).186;
8«,Ki(» " 37.aS8:
!)0,«8'- 86,944;
.tT,i-.'-2Jt S8,70O.
S9,8UJ!t 88,878.
aTernfre.!
liiK only 7/10 In. iJeep, ttp|)«d sllghlly in the ke.v-way,
there wag a ilefect iu the key -way uf the pulley.
ne. Ill
ruii,
in (he arsl l«<tj
DYNAMOMETERS.
Dynamometen are InBtriiniente used for measuring power. They are of
neveral ulaaaea, as : 1. Traction dynnnioinelers. iiiietl for detei iiiIuIdk llnkl
power requii-etl to pull a car or other vehicle, or a ploujfh or barTofl.r
a Brake or ahi'orptloii dvnainometers. In which th>? power of a MtallniSj
shafl or wheel is absorbed or converted into heat by the friction of a brU^
ami. .1. TrnnsniiHslon ilynaiiunneteryi. In which the power in a rotating sihaltj
Is inenxured dnriiie itH trntisiniisMirin through 0, belt or other coanectloal
awther ><liAft, withniit lieiiii; ahsorlied.
Tractloa ttyuaruometera generally contain two prit;
1 1) .A spiiiiif or series of sjiriiiKs, llirouijh which the pull Is eiert-
mIoii oE I he HpriiiK niea.-^iirln^^lhe ainoititt of the poliinp^- force; an*.
coveied ilniin. roiuted either at n uuiform speetl by olocltwork, or it aj
prtiportlonal lo the speed of the traction. throu(;h'i^earinK, on whic
teniiinii of Ihe fl)irii)|; Im registered by a pencil. From the averape 1.^
ihe <lla);ruiiL drnwn by the pencil alKivc the zero-line the averaKe<j
forci- in pitHtiils liiohtahied, and this iitliltiplied by the ili.stance iriil
in feet, (fives the woi-k done, in foot pounds. The product divtdtidi
lime hi lolniitcs and by S'l.OiH) gives the horae- power.
I'he Pronjr brake is the typical form of abisorption dynainuin'Will
(See KliK IB7, from Mather ou Dynaioometers and the Measuremwil '
Powef.t
f»i-lnitti-Ily this con,«ist.s of a lever connected to a revolving shaft or pull«f|
In Kticii a manner that the fricUuu fiidiiceil between the Rui-faoe» in i
will lend lo riitttle the arm In tliedireciinii hi which the shaft revolv*
rotntlim Is coimterlmlance.1 by weights Z^, hung in the scale pan »l I
uf l/ie lever, lu order U> m«a»ur* V\w \w)<««r for u ^iven number of I
tloDS ot pulley, we adil wciRtiV* Vo U\« wh^V-vjlu VttS», f«a<£« vio mi
uulil the friciiou iQdacedbaUuoefcVXvttvosKsfinJ^awad. V\\ih>iB«wSa.\
rTlOK-DYNAMOMETER. 979
wvolutiong of shaft per minute reniaiu
l»rally omilt*^— the friction Ix-iriR niea-
thrown over the pulley. Ropes or cords
i^
lie-pan, aa in Tig. 167, the friction m^y be
Fia. 167.
>e acHon of graTlly; a wa8lepi|i<' with Itii
rfnigh tlint it nets as a scoop, and iTiiiovea
slsts of a flficible »Lrap to uliicli are (itl«l
PB'Kiirra«-<>; tlie ends of the ctriip are eon-
ip, by menus of wliicb any desired tenRlun
^aft is detei-uiined from tlie following:
Ower absorbed, per nitnule;
t weiglit in pounds, acting on lever-arm
feet from centre of shaft ;
It per MilDtite at dlRtauce L, if ann were
le speed of the shaft;
ruiiuute;
r.V. = SwLNP + 83,000.
-Sir 1h practically 5 ft. 3 in., a value
^lli of arm.
iialt, the resiilUni; friciion will show Rreal
t of inmifflcienl lubricatlnu— tlie ]an» be-
thus producing shocks aod sudden vibra-
tree, bw^'Ji, poplar, or maple are all to be
■ biaku-block(t. Tbertibblug-surfacesliouid
r«'a«*.
■dynamomeler. (G. I. Alden, TranA.
:i>OBiid jtiii. .j-JO.)— This dynamometer Is a
ri qiiitf moderate olzes of absorbine large
nil ooiiiplp(e reKuIalion. A smoolii cast-
ing shttit. Tliis Ih enclnse<l in a casl-irou
ririK at their eircimiference. whioli is free
nlerior of each of the sides of the shell is
)elireen itself and the side a water-tight
im the city pipe?) is admitted into each of
>er plate SKHlDst the cenimi disk. The
•d with oil. To llie outer shell Ik flxed a
tendency of the shell to roliite with the
the pleteR aKaii>At the central disk. Four
., were used In testing the experimental
y (Trans. A. 8. M.E., xlii. 4^'B). Ea<->> -«-
t of 10,500 foot-pounds with a «ate
Ith the copper plates on either '
ai'jnK- it» outer radius eouaJ W
clwa. The apparent coefncleul
1)80
OTNAMOMETEBS.
IS (1«iliio«l a furmiiUVijrrorl
" cuiii|iac<;il, juilfoiii: TrMD I
w ■" - - ■ "- • ' •■ ^ '
of "
If t% . Hiiiih <'i TUK u MiMiii.<:i Ku •itnii<!-tt'h«el in iiK<ltra; T-m.
point on elrciim. of wbtwl in tv^\ i>«i minute: K =. ooeffiaieni; theu
K ^ wr * HP.
CMpaHtjr of FrictlOM«brakeii.— Frof. Flolher obtains the valt
of K given In llie last coliiiiiii uf ilip siil>joine<] tnhle :
Daailin of Brake
»
Rofal At!' Soc. eoinpenaating W
MclJtren, (miiipeiiBatini; *^
waler-uoolad and comp.
UaiTvlt, ■■ ■• " .
Koliopiilifiyder, water-cooled
Bulk
Oaldv i Klirtach, watir coo!e<!
Wt'hbt-r, water-cooled
f
Wtygtlngboiue, «rat«r-ooole<t .
Tlie abov(< calL>ulations for eleven tir»kp« cive values of K Taryinir fn
81 7 to ISSTi for actual Iiarse-poweni testrd, tli« aTerage b«iD^ K = OK.
Iii8l«nil of Binumiuj; an nverage cot'flleivnt, Prof. Flather proptMO I
following :
Wat«r-oaolud hrake, noD-eoinpeiiMliUi;. K = 400; IV = 400 H.P. + V.
Watei-coolwl bralce, compensatine. K = *80; W = T.'iO H,P. + I'.
ICou oonline brake, with or without conipensatiux device, K = I
w- iKxiii i" + r,
Trttiiamlsslon DjrnamonietAra are of rariou* forma, u
Batoln'MtT (lyijiiini)iiift«-, in which the power Ih transmitted tbron|ikJ
■' train arm " of b«vcl KcariiiK, willi il» modifloiitions, as the one dea "
by till? author in TraiiH. A. I. M. G., riii. 177, Hml the one deacrfl)
Kaiiiu>'l Webber in Trans. A. 8. M. Tj.. x 511; liflt dyuaiiiomptena, i
Taihnni: the Vjio WinklH ilynanioniflHr. in which ibe powfr ia irans
frtini n revolving shaft toaiiotbur in line niih it, the two almost t'Uiphii
throiigti the inivUiiiii of ooili-il Kprinx* fii»ie(icd to amis or ilixk* ki>jn) I
lli<» shafts; the l<racl<i-lt And the Wi-bb cradle dynaniomelors, yi^ri
ineaKurlne thi" (Mttt'ur reqiilivd to run <lyii»ino-«lt*otric niAchineii. l>r«rrif
tioiiN iif thd four la.<t iiiiiiiixl oiojjiven in Kluther on Dynauioinetirg.
Mitcli inforiiiutioii on variniiii foriiiH of dynaniomBt«rs u-ill l>« fnuml I
TraiiB. A. S. U. £,, vol. vii. to xv., inoluaive, iudejced under Uynamo<»
M
RfPAIOEBATINO-IUCBINE. 981
KilPRIGEBATIKG MACJHTNBS.
9 dlBCiiHiiioii of the lhernimi> nuiiiit- lln?i>ry of
wdiii tlie[iroiluc'tii>i) of cold Haritiiiiilititu'd by
I'nff. and traiisliileil In Van StutttaitfTn iUnyii-
trised aii<1 aalcJilioiiK iiiaile in llie Itglit of ii-ci-nl rx-
titon, Juc'uhuK, and Rieveiilxirjcc'r, Has ri'ijiiiilril in
lit>nce Series. No. iG.> The work in InrBfly mailie-
iiHiiiticli iiifuririRiinn or iiiimediale prat'liciil value,
Jhalter given b«Uiw is taken. Ulber referencfsare
W, Cliap. v.. and numeroim paiiers liy I'mrHHtmni
d and Liiide in Traiu. A. S. M. K.. vUk. x. luxir.;
Ulic'le on Rerng:eratln};-marhiiif(«; aliui h'ltj/it, .June
iril I. IHNT; Junu 13, 1M8S: July 31. Auv. 'JS. ]mi; Hept.
( And July 8, 189S, For prop<>rtie« or Ammonia and
pars bjr Professors Wood and Jacobus, Trann. A. 8.
tflescrlbinR refrl^rating-niacliinpg, spp Am Mar.h,,
C.and Ufm. Rettirii. Oct. 7. ISl'v;; uiwi ontBlngiK^ of
iWayjiesboro, I'a. ; De La Vergne RefrigfirutliFK-rna-
1(1 OtlUT!".
ten-lBeratlug-iiiarhlne,— Apparatus d(>i<iKntHl
1 upon I lie following scries of operations:
by nie
dish Its vo
I produce mt-chanlcal work, and thua lower Its tern-
por by niean.s of sonir cxtsrnal force, then relieve It
voImuip: next, eauKc tlilR compressed Kaa or
» mt-chanlcal work, and thua lower its tern-
an of heat at IhlHxlitRe by tlie }•&*, in resuming Its
Itutes (he rerriKeiniinK tSetii of tLe apparatus.
•Bin a lii'at4?iiKiiie revfrtvd.
etween hent-niolorsi andfii-ezinK-mat'liineB It rt^sulta
i<1nce<l from the nieihaiiical theory of beat to deter-
r the nrat, awly equally to tin* Bccond.
I upon tbe difccrenoe betwecu the extreme* of t«ni-
a refrlKeratinK-maoliine depends upon the ratio
' ninoted and tbe work expended in corapressinK
nt of the nature of (lie body employwl.
the freeninp-mncjilne possesses the greatest efB-
r temperature k Hmall, and when the flnal tempers-
the i!Am<>. (here Ir no theoretic-al advantage in em-
a vapor In order to produce cold,
ledlate body would be tUjierriiined by prsc-tlcal
le phyaical characleristicB of tbe txMly. such as the
r mauipulating it, the extreme preasureu required
Ivaounfe that It is everywhere obtainable, and that
Ifher preSRUreK, indepfndent of the leniixrature of
product: a fciven useful effect tlie apparatus niuitl
tao l}jat required by liquellable raponi.
IP in <leternilued by the temperature of tbe con-
.llie volatile liquid: thiK pren^iure l8 often very hJKb.
WUe of a saturated vapor is mad<> under c<>in«taut
BrciDalDSOonstaut. The addilioDoriiubtractioiiof
ehance of volume, is represented by au increase or
Mty of liquid mixed witii tbe vapor.
IP vapors, even if (ialiirat«d, art- no longer in con-
U receive an addititm of heat either tiirougrh '
foree, or from some external souix-e of be«'
piy in tbe same nay a* periuaueut gases, r
tuty, that rc/riferalJne.macbioea \>siaK I
> diSerhig accoi-d lug to tite nietiiod oC *
r
982 ICE-MAEINQ OR BEFRIGBBATIK6 HACStS
and dependinf! upon the state of the bok. whether It remnlni' '<
iirated, or is guperlieated diirini; a fMirt of the cycle ■ ;
The leinperatiire of the condenser is deterniine^J 1'^
interior will eiceod by 9° to 18" rhe terapprntiire n( ' ^
the exterior. This latter will vary from about W* K., Lhe.
water from consiilerable tlcpili l>eIow tlit? surfacf. to olwii
perature of surface-water iu liot climates. The volatile V
the machine ought not at this temperature to hare k
which can tie readily managed by the apparatus.
On the other hand, if the (ension of the goat at the mlnli
IR too low, it becomes necessary to ^ve to tlir
diineniiions, in ordi-r thut the weipht of vapor <
of the pi.iton shall be sufficient to produce a »>
These two conditions, to which mar be ad'l" : '
pending upon the greater or Icsw facility of o''' n'
dangers incurred in its use, either fivni ila inl!..ii.
ness, and Anally uimn its action upon the metals, linn
number of substances.
The pases or vapors eenerally available are: sulphuric ether, a^
oxtile, ammonia, inelhyiic ether, and carbonic acid.
The following tal)le, derived from ReKDault, show* the HiuLm
vapors of these Nubi<lanef>s at different temperatures between -V
TO*".
PreMtur«a and Bolline-polnta of Liquid* «T»lUiil4
line In HrfHieer«Unr*>**aclilu«i«,
Temp, of
KbuUUIon,
Deg,
Fahr.
-40
-31
- iS
- ts
- 4
5
It
33
88
41
eo
69
fl8
n
88
OS
KM
Tension of Vapor, In lbs. per »(. In., abutc Zn«
Sul-
phuric
Ether.
i.ao
1.70
SIS
S.7S
S.S5
4.45
a.M
6.64
0.88
10.18
U.81
14. T6
ir.59
Sulphur
Dioxide.
6.S6
7.38
9.87
If.Tfl
14.75
18.31
S3.5S
S7.4R
88 30
18.98
4T.Qi
68.39
68.37
77.61
90.S3
Ammoula.
lO.S
18.18
16.95
SI. 51
)i7.U4
33.07
41.B6
60,01
61.85
74.65
a9.xi
109 99
1».08
i4e.«4
170.83
IBT 83
«7.7«
Metliytlc
Ether.
]t.13
18.86
17,06
SO. 81
».87
M.4I
S6.84
48.18
fiO.St
6»««
<S.86
eo.t8
M.41
C«HmmJ
The table shows that the use of ether dnes not rcMlJIy U«<1 li> Ui
lion of loH temperatures, beoauw iln premurti becomua Uwtu rrrf
AniiiKinia, on the contrary, Ig well adanled to tb« pnMlu«(kNi «t
peratureH "^ —
>!■ ' !■ yields low IcmiKMatur.-
»»<• jierature of the condi-ii •
leiiu :- 14 to -6. while its t s|
at iii^ i.i.iiiiiiiy temperature of thecoorlMiMM I ii>-ii> lati
lenil thenuetVet ooovenieotly for Uie pruditcllun «rf r«il4
nn»ch«nlcal force.
'"'I ■■ "Iftet fluid" is a mixture of VH fiilphor Uttnfti* (_,
almospheric preaaure it affoid* a (elDpWHiBN If
'4iA
frt'tdsaauo ute but m » KmifiKj
ftSOBPTION-MAOHlNE. 983
endatloo (or Mrrloe on Mbipboard, where
ited with aHiirplus of liquid present diir-
iug it) preveuteu. This practice is known
Mlon.
rding tlip application of metUylic ether or
jeiip ill practical refriKerating aervlcp. The
9(f tlie cumbrouRuess of Die coiiipresBor
-It Ih agreMl that the term " ice-nieltini;
d in nil in»ii)ated bntli of brine, on the as-
' reprfiwnts one pound of Ice, this being the
;)it- neat required to melt a pound of ice at
iture.
', expresaed in pounds or tons of " ice-melt-
lat the refriffpratlnK-machine would make
but that the cold produced ia oquivalent to
It 32' to water of the same lenifieraliire.
er frozen is generally about T(l° F. wlieiiiub-
of a machine; i*c<ind, tire fee isi'hilled from
t; third, there is a (iiseipation of cold, from
itid ihe mttuijtulation of tins icccans: there-
inde, multiplied hy its latent heat of fusion,
lilT nl)oul three fourthB of thocold produced
r fluid per I. II. P. of the engine drlvlUB the
IT* l» con.siderahle fuel conBunied lo operate
oondensiii^-WHter and feed-ptiiups, and to
Bteam fnuTi wliich the ice is frozen. TlliiS
n leakage and drip water. aniounlK lo about
he main steannjnKine. Hence Ihe jxiunda
I diKtilled water is Just aimut half the equiv-
produced in the brine per indicated horse-
am natural water by means of the "plate
used with distilled water, Is syiv^-d by avoid-
m expansively in a cninpoutid engine.
India, are said to have produced about 6
jel cocHunied.
because the deneity of the vapor of ether,
ire, require.^ that the compre«»luK-cylinder
Efor sidphur dioxide, and 17 times largw
t l.a times irreater capacity of compi ess-
ff, more riinil>ersoniB tiian ether macnine^,
lai'd. In UMliit; air Die expansion niu»t take
iistead •'! throuirli a niinuie expunsiou-cocVi
les. The work done in the expanslon-cylln-
npreHsiir.
liiachlnc*,— "CoW vs. "Vry" Spatema
Bystem or " hviinid" system some of the
siou cylinder in lk]uhl. so that the heat de-
ed by the liqiiiil and the temjieralure of the
30 boilliij; point due to the condenser-pres-
|uired at>i>ut the cylinder.
u all ammonia entering the compressor is
nonies liy riPUipreKsion several hundred de-
int due to the condeuBer-preftSure. A water-
I permit the cylinder to be properly liibri-
of Amtnontit Compreaaion- and
.■■uiiiintc no Water to be Kn-
nia^ea* In the Condenser. (Dentun
Xlil.l- It is B!?.sui))e<l In thecaleulaiioii for
Imparls m.lHiO B.T.U. to the boiler. Tlur
ice is I'M thermal units {Phil, i'
use I «!>, (Prof, Wood. Trana. *
LUIO UK
-max JO n^nvsi j ,^ »ii|iuii8
•uou
•^■>A TIM Jspnii^onnwia
io J H ■'■^ ■'"•'M •'••<' 1*00
JO iiqi c ilu|iuii8s« 'two iO
m j^ ^jiawlaj aii|>[aiu-30l
'11I»UI931I|<1
J ad X;|oiid«Q ;aD|i|aiu - aax
•™>n3»Jd <n!Av
'JdMOd
'no|88>i.idiii(>j ju O'
5 li^
■iiofioMJ »nomiai ^
'pedo(aA
-aa "linn T»">J»'H O"
'jasuapaoo
-«I00 8T»D ;o ?<i*Hitt
'uo|8«aJduoq JO „
png^nsnUjoMjniiiJtHlfiiax *-
gi il ^i
■sno3-3ii)i«ja9vj; 7
•9)1 ni ajnwaJd e]n|OBqy t
IE8SI0K-MACHINES.
987
e> (•! MT ei fs ae t- ' B u
W -r r-spig J«
— -t: p aj s ^ OQ
— « 53 ^ ac <- O
- r' — ^'i « ^ o
' t- eD O -S* ■* ■*
— O — ■ r: o — d
— OC I- <D <C «0 •*
OF BEFRlGERATIXli-MACUIKES,
9»'J
not available, tbe brin» reiecu ll« livat luto (lit-
ttn rlio <:<fii>[»re!sw>r is reqiiirra to hent tlii- aiiiuioiilu
Ml It may tcjt-ct iH-at into Ilie chioIIiik water.
iKeratiDg plant referred to tbe aiuouut of fuel
[ Pounds circulated per hour I
X fepecjfic heat >: range
' of teniperalurv !
of brine or other
circulating fluU.
lit. 2 X ponM(l<t of fuel used per hour.
' U expressed as follows:
IM X pounds
X speoiflc lieat
X raone of temp.
- of brine circulated per hour.
T 148.^ X MHO
wta««t-eDgine and a refriK«ratinR machine la as fol-
•ecelTes heat froiu tbe boilir, oonvertK a jwrt of It
a the cylinder, and throws away tlic difference into
nnionhi in a compression refrlK'cratintr iiiachine re-
Ine-tnnk or cold-riKnn, receives an aiMltlonal amount
lanical work iloiie in the coiitpreKsion cyiimler. and
ttofhep«:kndenser. Theefflciency of I lie steam enffiiie
CelTe<l from Iwiiier. The eniclency of the refrigernt-
wived from the brlue-tank or coldixwrn -»- heat le-
roric ill the com preasion-cy Under, la tbe ammonia
. CtftiprtfaKr ^^^
6i«
,.■ BrliU' flullfi
AmmnU
"~'^y^ —
Hint rwc«lT«4
tttnn brine
AMMONrA COMPNCSSION MACHINC.
He«t rrcrlvtd
frOB iVHipnaMriOD.
J^^JfS
^[
= 5'
I '^n-
TcKcTuaij^
•onn-ioN MACHINC.
I ammonia receives heat from the hrine-tank —
fboller nr Keiieralor. and rejects the antii !•"
»n1lnK water Hiipplied 1o ifie alworlwr. T
9m the Mae -t- nest rwelred from <<>« *X
*
992 ti K-MAKIKG OR bEPBlOEllATIKa MACttl
Q'
= u, and i =
re
\tT
It follow* that the expendltiira nf lieal Q' neceaaarjr for ehe
Ihe nimnllty of ooUl V in » eonnirpusloii iiiflchlne will lie the'l
«ni«nrr the ilirrprtMioi- I'f Iriiipi-raliire 7V - T.
Iflflorliiz the Ammonia.— For a complete lest of un t
frif ■ • Mtn" it is advisable to rnpasuro the quanlJty of aiitnil
cuIa luiii' ill ihe te«t of tlie 75 ton macniDe desoribed b
Hr,i\. ; - A. S. M. E., xli SS6.)
PBOPKHTIES OF »l'I.PHt7H DIOXIDK
AnnOMIA UAS.
4
l/edoax's Table R>r Saturated Snlpbnr-dtoxldci
Hent-unlts expi^ssed in B.T.U. per pound of »ulpliur Llluxida
£.2
2 2 si-
I'"
-as
-i»
- 4
ft
H
SS
«
41
GO
U>
06
77
8«
Oft
1(M
Lbs.
8.M
rss
».aT
11. T«
u.n
1H3I
*!,M
S7.48
83.85
80.E»
47.81
M.9»
oa.M
77.64
60.81
B.T.U.
157.4^
tlW.64
1IW.84
181 .M
I6S.S90
163.W
16l.»l
ie,ves
1«6.78
187.B0
iiM.im
170.09
1TI.17
irs.a4
171.80
=5e
til
B
B.T.U.
-19. SR
-18. SO
-is.ne
- B 79
- B.S8
- 8.W
0.00
8.?7
8.S6
».K3
18.11
16.89
10.19
38.98
36.28
eg
B.T.U.
178.1)9
174.95
172.89
IT0.8J
168.73
ieti.03
184.51
nass
lUO.-'S
158.07
166.80
lS3.r()
1M.49
14».»>
147.0-."
S K jj
III'
B.T.U.
18. .'SO
13. f«
U.(V.
14.08
14.48
14.06
t4.frl
W 01
15.17
in.8-j
15 40
1I»,M»
IB. 71
^f>.m
in.Bi
sa
.2g
is
fcoSfS
p
a
B.T.U.
Cu. ft.
1C3.W
1(11. Ij
lijH.SI
1.56.A8
1.M27
181.97
149.68
147 37
14.^06
14-'.75
140.48
l*S.ll
1-15.78
188.45
181.11
Denaltr of Mqald Ammonia.
[.611.1
(D'Andreff, Trana. A. 3.
15
.<1«0'
iWowt,
Fahr.d
At temperature C -1« — 5 0 8 10
F +14 as a.! 41 BO
I>eiHitr 649*2 .0429 .6384 .8398 OSSO
ThMe may be expressed rery nearly by
J = 0.8364 - O.OOUf* CeDtlgrrade:
^ = 0.6502 - 0,0007772* Fftfir,
liatent Heat of Eva[ oration of Ammonia.
k. 8.M. E.. X. 041.)
he = 556.8 - 0.01.3T - 0.0002I«r' (In B.T.U.,
T.«loux found he = 58S.33 - 0.54997- (i.(Wll73r».
For experimental values at dilTtirent temperatures determined bj
Dt-nloii, SCO Trans. A. S. M. E., xil. 358. Kor calculalml nlai
vol. X. «46. 1
Denntty of Ammonia Ga*.— Theoretical. 0.58!M; Fj|ieriM
0..sy6. Keifiiftull (TiuiiH, A. S. M. K.. x. 6,13)
Speclllc Heat of Liquid Ammonia. (Wood. Trans. A S. I
X BI5 )-Tlie upeoiflc lieat In Hourly ooiistant at lillTerent temp
•bout equal to that of water, or unit jr. Frotn 0° to 100° F.. It it
c = \.««ft - .QOiar. nearly.
Ina later paper by Prot.VJo<iA*Tv»j».S-%.T)V.^,-«\V\3i«^\>a^
vflJue. viz.. t = l.Vim + 0.»M«S»T.
Krv
Rte RANGE. 991
•chines) It wDI be possible to nbtaio for the
Mice ezliihitine small <liHori>|iancies only.
» lDteni)»il to be used fur coinpsiiwm with
linM will therefore have toeinbrace at least
er hour
'efrieerator
refnger&tor f
•Fahr.)
yr ";;;;:. ;;;;. ;;;;;; "";;"";.v";.;o;
Iferator
hour
user
lenser I
enser
K the coodenier.
I
CoiCFKXSStoN-tUCatMX.
CompyettOT :
Indicated work Lt
Tomperature of gasea at inlet, .
Tprnperature of gases at exit..
Steam engine :
Feed- water per hour
T""mperature of feed-water
Absolut*- steam-pressure before
steam-engine
Indicated work of steam-eDicine
L,
Ctmdenirfng water per hour
Temperature of da
Total aum of losses bj radiation
anri conveclion ± Qi
Bfnt Balance ;
oy and for comparison of Tarlous teat*, the
•red with the tneoretical niazitnum of efll-
QorrespoDdlng to the temperature range.
■ A» temperatures {T and To at which the
•tor and imparl eit to the condenser, it iscor-
l tlie l>r(ite leavtiif^ the refrigerator and that
condenser, tit-canse it is in principle impns-
eiaure higher than would correspond lo (he
reduce tne condeiiRer pressure below that
perature of the ci>o1ing wat*r.
naximum theoretical efflciency of a com-
ned by the formula
- r
r ~ To - T '
teitracted (cold produced);
t of the inutdmidcal work expended;
irk, nnd .4 = i -t- TTS:
ure of heal (ihstrnction (refrigerator);
" " rejection (condenser).
equivalent of the mechanical work AI
lUst be fiiijwrted lo tUe motor Vo y/t
I
Q'i IC'K-MAKINO on BEKUlGEnATIJSO
«ncl «' =
uT '
I
It follows that the expend ttiire of heat C ne(.<«aury for I
the miantity of cold <? in a conipressinn iiinuliine will Im tim(
smiiller iIih ilifff iviil'h iif ti-nipfratiire 7',- - T.
Jlleterlng lite Ammonia.— For a cniitplete text vt an u,
f^lt^>^al1tlg-Ilmchillf it is advi-uihle to muisure the qunntltjr at aii
L-utsK^J, OS was (lone in tlii? test of the '5 luu moclilue dmerniat I
DeiitoD. (Tnins, A. S. M. E., xli 326.)
PROPERTIES OF .SILPHC'R DIOXIOB A,<VI
Amno-VIA UAH,
Ledoux's Table for Saturated 8aI|>hnr>dlorl4
Ueat-units expressed in B.T.U. per pound uf sul|i>iiir tiini
9S
1<M
t
■
Densltf of Liquid
At tetnpprature C — 1i)
F +14
Density M98
Tb«fle tnay be expressed very nearly by
a = 0.6904 - o.onut* CentliirMte:
8 = 0.8508 - 0.000:T7r« FaTir.
Latent Heat of Evaf oration or Ammonia. I
A. 8 M. E., X. Oll.i
Af = . "555.6 -O.rtlSr - 0 f^" ~ ' B.T.I' . Fi
Ledoux found hr = VB.33 - 0 SlWr - o
For eiperimeulal valuoA at dilTirent i>"i - (1>'i<'rfnli
DentoD. BM Trans. A. S. M. E., xll. SM. F'.'r c«li.i>l*i(«l
vol. X. 040.
DennUy or Ammonia Gas. — ThrarcLlual. a&atti
" null <Ti line. .V. S. M K. , X. 1331
. Heat of (.Iquld Ammonia. >\VvHt.
" fiwcillc heat l>i iifurly i-uiiHtuiit at ili(Trr<>nt tvniL
ul muttl to tl»at of water, or imlty. Fmii> 0" to WO" V.. H It
c = 1 .006 - W»T. n^-arlr
frotj,/ fTnuu. A.8. M. S.. xll. UD
"Jl
PERFORMANCES OF ICE-MAKING MACHINES. 995
Founds of Ice-melting Effect -with
Enninca—
NoTi-con-
densiug.
II
SI
2.K
u
I.W
M.j
4 It)
2J
i. li-i
Non-com- [ Compound
pound Coo- Con-
deii&iu^.
£_•
30
)T.5
a. fit
3 11
B.18
a.3i
d^iiainj;.
-W
37.6
ai.6
54
S4.5
»
4.51
C..W
4. IB
B.T.0. per lb. of St«am
with EDgines—
340
r>9i
376
513
47(1
5^
65
SIO
36fi
<fcl3
591
^^|m uon-cuiideiisine engine is assumed to require S5 {Us. of st<<aiii ptiir'
^HVv-power per hour, Che iion-com|ic>uml coiidvDsiiiK V> lbs,, and tlie ctini--.
B^^^ng 16 11)S., and the boiler efllcieiicy is assumed at B.8 lbs. of water per
^l-n, oal under wiiiklK^ couditions. Thw rolioivjuKConcluBlons were derived
*' the illveKli^ati'tn :
fjie capacity of tin? machine is proportional, almost entiiely, to tht»
It of ainnioiii.1 circulntod. This weight depends on tlie suclion-
»re and the dlspliu'emeiit. of the conipressor-punips. Th<^ practical
lu-pi ensures ran(te fioni " lbs. above the almusphere, wiili which a,
trature of 0* V. cau Iw prodticed, [oM(J lbs. above tlie BtmoHt'l'^'i'e, xith
I the letiiperatuicH of refriKeialioii s.r» utjnfliied to ubout a^" K At tha
^prebSUiH only ubout oue bulf na niiich viei^ht of ammonia can be cir-
V\ us at. the upper pressure, the proportion being about In accotdatice
lie ratiosof iheabstdute presKUi«s. 'iiand4i.' lljs. re."ipeclively. For each
foot of pislnii-dbipliicemeiit per minute a capacity cjf about one Bixth
»n of " ref liKeratliiK effect " per 24 hours can be pnxliiced at the lower
ire, and of about one third of a ton m the upper pivsKiire. No other
fits praclically sCTect the capacity of a umchiue, provided the cuoliuii'-
•e in the brfne-tauk or other epace to l» cooled ia equal to about.
ft per ton of capacity at ^8 lbs. back pressure. Kor example, a differ-
(f KHW iti the rat*) of circnlalinn of brine, while producing a propor-
difference iti the range of temper&ture of tlie latter, made no practlt^l
fnce ill capacity.
brine-tank was 10)<^ X 13 X V^ ft., and txintained 800O lineal feet of
ipe as coollng-.itu'fucB. The coDdetisini^-tank whs 12 X Id X 10 ft., and
nvA .WOO btieiil feet of l-ln. iiipt cm couliiiB--snrrace,
he economy lu coaI-c,i>»nii>ptioia depends mainly upnn t>oth the suc-
ressures and condeusir.tf preasure^, Mii.xininm economy, with a given
ot t-iigine, where water :nilgt be bouttliC at averaicu city priceti, is
led at i'8 li>s. aiiction-pr'.'tssmre and aiiout LV) lbs. condeuslng-pi-essiire,
r thesoconditl.iuB. for a non-condensing Bteam-enRlne, consuming coal
r»tf of 3 lb». per lio'.r per I.H.P. of aleaincylinders, 84 llw. of ice-
eratin^ effect are obtained per lb. of coni coiisuiije<i. For the same
ii8inK-pre>sure. and wilh 7 lbs. jiuclinn-pressure, which afforils tein-
hres of 0° li". the possible ecouoniy I'bIIj to about 14 Ibn. of " refrieerat-
teot " per lb. of coal C' ■iifluineri . Thr cnndeuslng-pressure Is (ietengined
6 amount of condensing-water stupplieii to liquefy the amnicuia In tliB
nser. If llielntter is about 1 calliiu per minute per tou of refriKeraliug
per'J4 lK)i)r».ncondeu«.insr-pressureof 550 Ihn. results, it the initial tem-
(ire of the ivaUir i* about SB" F Tweniy five percent lea.H watercftusea
indensing-pressure (o increnae to lUO lbs. The work of compreSKloii ia
'>y IncreUM-d alxmt 20.V. and the reBulliug "economy" is re<iuc«Hl to
I8ll>s. of " Ice eiTect" per hi. ot coal at US lijs. suction-pressure and
THw. If, on the oilier hand, the supply of water Is made 3 Kallnna
iniite, the cofKlenxinjj-i'ressiire iimy be cuuUued to about 105 lbs. The
rf cnmpresKion istbeieby r^luceil about '—jS. and BprojKiriionaliucreasw
tlflhiy reiiults. Minor altiralions of economy (fepend oil tlie initial
fstiire of the condeiisiiiK-wuleTand variations of latent heat, iiut llieH6
nllnetl vrilbin about 5S of tlie (rrosB result, the main element of control
Ibe work of coiiipre.ssiou, a.« iiffecied by the back v>'>'»**i'V» imi. vtuty
K-pressure, or both. It the steam en);ine Hupp^yiiig l\«s vv\oV«e ^po**
'e a condenser to Kcur6 a rucuum, an increase ot etowomv ul. "C^
■*» over tbe above Ogures, making the lbs. ot " Ice ettetl." \ex V
010
see
591
_ De is assumed to require !U Iba. of stvaiii per
Sion-c!onipouad coiideDsInK 30 lbs., and the com-
pter efDcleiicy is assurni-d at B.3 llw. of water per
itdlcloug. Tbe foUowint; coqcIusIodb were derived
fnacbiiie U proportional, almost enlirrly. in t]i«
Pat«d. This wei)cht de|H?nds ou the suctloti-
Bieai of the conipresgor-pumps. The practical
rom T lbs. altove the atm<j8phere, wlih uhich a
fe produced, to 'M lbs. above the atniDhphert^, » lih
llvfrigei'alioii arn coofiiitKl to about ^"8° B*. At the
one half as much welithi of aniinoiiia can be clr-
Isnire, the proportion h^'ioe about in aooordaiice
Ite pressures, 2;.' and 4'.' ItiH. res|>eclively. Fur each
ement per minute acap&eiry of abf>ut one sixth
(feet " per iJ4 hours can be prodiioed »t the lower
I third of a ton at the upi«r prtt-sure. No other
the capacity of a machine, pmvideil the cixiliiig'-
or oiner space to be cooled i» equal to about
r at S8 IImi- back pressuro. For example, a differ-
fdmilatioii of britie. while producing a propor-
pof lempentoreof the latter, made no practical
X IS X V^ ft., and contali.ed 8000 lineal feet of
i. The '^^>D<leDiiiD^-taol( wh^ 12 X 10 X 10 ft., aod
I Mn. i>ipe aa cotiiinir surface.
)M>3umplioii depends lauiiiiy upon both the suc-
^.ff-preasures, Muxlniuai e*^^ni»iiiy, with a given
ter mugl l« br.n^h' at nv.-ra?* city tirice*. is
ircssure an ; •' • ■'•■ I' '<-«iire.
' a noii-coi. nif cual
«• per III of Ice^
lain>-d per ^ same
lith 7 nn. t trnt-
h, • . -A
to*- iijiii^u i^tir
y Ave per cmt lew water
n. The work of oompreadna t*
<T.-ijiiif»iK "eooDonj'" is rtdncad lo
■t eo«l at 98 Ri«. watOo^prtman and
.'.9 iwippir at waur la oMda * Rattooa
— '^---•^netltoahoirtlOBIha. The
■^ ■ A Abtoprintoaal Utctrtam
'i>y drprAd tm th« taliUI
'■- ■ ' » 'd -
91I.S ICE'MAKING OB KEFRIOBHATINS MACHLtTES
Prrrorin«ncc of* 76>ton Bcftiseratlias-inachii
Eic:
;bS£
P>.Z.
\\mi
Av. liU'^i 1 iTMia. above aliiiox.
Av l)iv< I trenK. ahov« uttiigK,
Av.ttfiuj riM*r iulf>t
Av. Iciuip .iniuli- bride iiiillet
Av. r»uife of U'in|n!r«iiire
I.b». of hriin- i-irciilati'tl per miiiute ...
Av. lenii ^ug-wat<>r at Inlet.. .
AT. tepi ii;;\vn(er at outlet..
Av. run- I Mature
LbH. wnicf citrijlated p. nilii llin.i^ t*ond*S^r
l.lw. water j>i?r iiilii. tliroi])cli jackets
Range of ttinpt-ratiiif lu Jaeltetn.
I.bs. ariimoDia oin-iilated per iniu
Probable leinperatiire of liquid ammonia,
eiitranoe to brine-tauk -
Temp, of anini. enrrewp. to av. tmrk (iress.
Xv. teiuperattireor gan leaviiiK^ britie-iaiiks
Teniperatiire of bus eiiteriiii; oonipresHor
.\v. Teinperaliire of xti>* leaviriif cotiipi-essor
Av temp, of fcax entering condeuser.., .
T«?iiiperatiii-e due lo coiuleusing preaaiire..
llejkt Klven aiiimoiiia:
By brine, B.T.U. per riiiniut«
By i:onipr>w8i>r, B.T.U. pt^r minute
By atiui>Bpl)ere, B T.U. per minute, ...
Total lieat rec. by amin.. U.T.U. p«rniln.
Heal taken from ainiiionia:
By conden.ser. B.T.U. per iiiia
By JaekeLs. B.T.U. permiu
By Btinospliere, B.T.U. per mln
Total hnat n-j. by anini.. B.T U. per min...
IHt. of heat rec' J auil rej., B.T.U. per iiUii.
i work of oompregaion removed by jackel-s,
Av. revolutions per tiiiii
Mejin eir. preaa. steaia.cyl., lbs. per isq. Ih
Jleaii eff, preKS. anim. cyl., lbs. peraq, in
Av. H.P. sieain-cvlinder
W. HP. uiiimonia-cylinder
Krioiion ill pereent ol sieani H.P
Total eoolinj; water, (gallons per min. per
ton per 24 bourH
Tons Ice-meltiiig i-apacltv per 24 hours
L,\m. ioe retrifferathn; eff. per lb. eoal at 3
lbs. pnr H.P. per hour
(JOMt ciMil per ton of ice-refrigeratlnc effect
at $4 per ton .. "
Cost water per ton of ice-refrigeratiDK«4r«ct
at $1 per 1000 eu. ft ... .
Total cost of 1 ton ot ice-refrlKeratinK eff..
I
una
9786
MO
177IH
7188
9SI8
m
11400
•0.7S
T4,8 I
9o.ias
S(l.S«4
1 185
86.43
fO,«W
90.481
i7.«r
FiguroB marked thus (*) at* «A>lB.\ue4 >a>i cinV\Aa.tv«».-. »2\i*!bkS«wibii
,IOB-MAKIKa KAOHiyf
■t! ioa>in«ltinii oapAoUy rannaHi rpom 40 99
f coal, iki'i'urillru; o-s IJie suction (U'essure
iVi" till' BliM(is|>lieif', iliiii prensiire heliie Hie
a llie w iiu.iiiy uf- (Miiipieiwidii-fiini'liiites.
eAlixini; from 7'if lo i'7^ of tlieor#*licalU' per-
l>er cvuts appear to occur witli iln- liiKlitr
irfeater ku« iiwn cyliiulerlii?nllii(» (a pilf-
er Condensation in Hli^ani-rrifjiiiesi, iig thu
the I01S in the coiiiiireKBion-cyliiiiler 1a
n-niflfliiiK', onprftling on the •' dry Hy»tfiin,"
fffct rt-all/fil rauKi's from 60. .is to tii.Os.
the Anierii'aii tnai'litne. Th<» Intt^rVlilght^r
refoip, to more perfect displnCfiirHnt.
;lty " 111 llii< Amnrii-aii rnm-hiiip is 24. IS Iba.
.in'tion-pressiirtw iiye<l hi Ariu ricmi prnetife
red ill tHM-rntoruge c ' the direct-
ns most nearly con •• AiiierJeau
esla ttrc those in iiii'- -ivh An '* ice*
iai ic«, the condiiionx of pi^aalloe are those
26. In the former the condeneint; pressure
EAolhif^ wul^'r Ihiin is i-oiiiiiion In American
ity in Hiwefore (fniater in tlin (jiM-nian ina-
OKaiiiiit IT.firi and U..'i^ for thi> Aiiiericoit
'iotet Mavbliie8.— No rcconU are availatiia
leltin^ capacity " of mocliinrH u.sIdi; pur«
t use in Ainprican ■nai:hint>s. hut In Rnropo
fluid," u iiiixtiirt- of alHiut V'.^. of Hulijhur
Tile pn-Kt-nce of tlii" carlioiiic nclil affords
El lower thAD ia ol>taiiird wiili pure mil
I. The latent ht^ai. of ihiti niixinri^ liaii
ed to be equal to that of fiiiru sulphur
dditlong, ltn» 17, we liavn Sa.Si Ibl. " ie«-
aiakiiij< cundlti<in8. lliu^ li), th(< "io«-melt-
Me flgiii'i'.s lire pi'iictlcally as ecoiinniioal
imt of llieorelical flTerl ivaliaicd rantfinc
ow teiMiwruturi'.M, — I.')" ImiIii*.. lin«'K M and
aa4«B.
>mpreMioQ-uiachineK employing volatile
dlflrerence betwtwn thu tlieorMical and iha
the aniinoiila. hy tlie uariri ifylinder wallK,
ipriL>(>aor, llioreby rzpaiulinir it, ao that to
• grieiiler niiiiibi^r of revoliitiauB must be
I tlinn rori'HKpoiKiii to the ilenKlty of tlie
» briiie-lnnli.
rptiofi'iuat'lilne iiwil in Ktorago-warw-
New York iiiul Kronklyn Kridge. (tSiig'if,
id coDuiatiKl <if a tutltidtin of chloride of cal-
heal wuii fniiiid lo Iih Mi',',
J8 for 34 lionia Man found Viy Inkiofr the
clr<!nlatiiig throiilfh Ihit pipeH by tlit* aver-
n lh>- Intfoinir and oiii|i;oiiit; eurrenti, an
ihe miMclde lieat of the brine ( 8S7) and Uti
0 final prt-'diici , applying all allou anveH for
. aiiioiiiilfil 111 O.'.'IM.KIIi heat iiullH aa the
qiiul to tliH iiieltInK' "' -IM.Sd'i llw. nf Ice in
at Ihe eiMil iiwvd In -Jl hoiifg wa« 37.000, iXk)
1 the aiipnrnlini waii'J.1:(. TIiIk is in)iil(ralBnt
I. per lb. of eiml having a liealinir valiio of
'iiiiWirne In New Haven, Cuun.
, Rave an lee-tneliing elTeet of '
commiy eijnivuli-nt lo .'! Ib». O'
'fvitii-eiifiue. The auiinon\%
I'e the ulluoapliHi'b, t
I
iCE-MAXUKACTLKE.
fiCF
mpresHlon-iuapblne,
re ilBTAIS-KI) AT THE Ml>:(|CH TBJsTa.
le, Traus. A. S. II. £.. xir. 1419.)
-^ 1
009
1
i 3
4
5
«
' F
•IS. 134
ss.iu 1 xaMS
-0.S7H
as.ai
lUeg.F...
37.054
1K.8B5 1 8.771
-5.87(1
as 072
\,
U.86I
0.061 0.843
o.8«;
o.aei
r Ji., cii, ft.
],cm.a»
9i»M 6H.1.H9 |4I4.1IK
800.MI
Hiour....
34-J.tKW
•JtCJ.ft.'id 17'J,T76l li'l,474fSaO,)»4
ler h.. e. ft.
838. ■;«
SfiU.Sa 1»7 .MW ia» 91) 1 OT.76
nnderiA^i.
IS.SO
IB. 47 I.T.28
U V.'4 21,81
«oiiip.-cvl.
•M.m^
18,471 11.',77U
10,140 IMSl
«taaui>c}-l.
ai.ro3
16,Oa3 11.307
H,KIO 10,1»4
•Ill
1,10(1. H 1786.6 ail !►
ix,M Ims.h
(
IBS' the Cold. (M. V. Bnnuistpr, Liverpool
BKiRt iisfful melius fur applying' ilif culil tu vanuiii)
Itioii of brine or clilnriile of niiiKiieNiiiiii, which
It. The brine is fiint tooled l>y lielnir ilroiilated In
rBtor-iubes, and then distribuierl itircuiirli coiU of
the subKtanceti requiring a rediielion of leiiiporu-
k or roonnH |>i-epared for Ihem: the nir eoiiiiug in
Bfi in imniwlmtel.v chilled, and ihe moisture iu the
i- U then falls, nuiking room for wariuer air, and
role room is at llie teniperatnie of the brine id the
It for refri(^>rntini» made hv ilieLltide Ki'ltinh Re-
>)rlrie \s clifiilateil (hniiiEli a hIibIIow trougli. In
if sliariit. each (;(«ariMl tojjetlier, and driven by me-
ithaftfi are fljtwl a miniber of tt roaiKht-lron dlt^ka,
fine, whii'l) fiKil tliein drjwii to tlie brine tempera-
r llieRe <\l»\s» a rupld (.-iretilallou of air Is pil.«r«ed by
tilact with llie platPB; tlieii it is led into t lie oh am
ion, from which it iti nuahi drawn Ii.v the wime fan;
piiHtleH are removed from the ehainbert;, and de-
iicln^ Ihe most perfect nntiseptic titjnosphere yet
[While Uie ma.Yimimi efllcii'iiuy of the brine teni-
table, the lirlne bein^ iieriodieallj* concentrated by
M the cii'culiitiue medium. The aiiiinonia-pipe»
Dliiie-<:hanil>er. imd lar^e wooden conduits are used
I it from the roonm to be cooled. An advaniaite of
I room may Ix- refiiKeraled more quickly ihan by
f air dppositR its moigiiire in the form of gnow on
i la remov«^ by mechanical brushes.
HAL. ire-nANWACTCRE:.
bit, with condensing water at 70°, artifleial Icn-inn-
ybouc 190 IbR. above the atmonpliere coiideiiKer-
on-presgure.
of machine the iiKeful circulation of ammonio.
cylinder-hpating. is about Ti llis. jwr hour per in-
lie strain cylinder. This weight of ainmoiiin pitj-
at 1S» froiii wiiter at TiH". If the ice Is miide from
"can xysli'in." the aiiuHiui of tile latter ii<upplled
BS Kreaier than tiie weiRht of ice obtained. This
tscapim; 10 the atinoKphere, from llje re boiler and
\y the distilled water, it free it. from air; also, the
tpa, and loss by melting of llie ice in ext'"
i Btttaiii consi'iined per horse-power is. *
About TO Itta. of i^hl* coverts the »WN
l.diiring (he brine cJrciilating-pumpVt
I
1008 MAEINK EKOINEERIKG.
jr, II, ■ -•'-';>;• ••-'- V vvRlprlhedlTiaor is 35.9a TIib D, 8. rtp
liit«: ' >i-eni(>iit when the entire internal culiid
i^i|,„ . .. the ratio of 100 to as.
lut rollows: L*.'l L 'lemitc liie length in fe^t of tiit- boat, if its tJUtrue
iHvnilih in foxt, nil. I D I he im-an ilraught in feet: the product of these tim-e
tiliii. ' i" -• 'hn voliimi- of a parallelopipe^loo iu cubic fiJeL I'ul;
liUf *'*• bil»i' ^' = i X Z* X D.
•Ij. M'einept may then be mprPRfied a« a perrenlngt i4
Die MiiiiiiM- . , i.i.ji- n iUi the " block c»''fficiiri>t." Thl.<i p«^reentnge vBriwfi*
dl(T»<reiil olusses of 8hi[ia. lo raiiii^ yuihts with very deep kei-ls It variel
riofii W t"i :«; in mcKlerii merchiintitien from M to 75; for oriilnary smiM
iMialK t'l'tiLiitl'ly '13 will (fire a fair estimate. Tlie vdlume of di.splaceiiienl IT^
ciil'ir ii."et ili» I'lnd In' A'> pives the ilisplacenieni in tons,
CoeSicicuI of Fin«nei»a.-A lerai used to express the relation b«
tM<-<-ii the dlspluceuieiil ut a ship ajid the volume of a rectangular ph.-iai(
|j<ix wiioae liueal dliueiiBious are the leuKtb, bivadtli. aud draught of Ct
(Itip.
D X 35
Coerndent of flneness = , „ m „ ii7 '■ P being the ilisplacetneDt in la
1^ X xs X IV
of » I'll tile feel nf soa-water to the ton. Llhe leuptli between perpendiL-iilM
B the exinmie breadtli of beam, and tr ilie tiieuu draught uf water, all il
fee:.
CoelBclent of IVater-ltnea.— .\ii expresxinn nf ibe relallon of III!
dlnpliiee uieut (o the volume of tlie prisin whose seocion equals the iiililiiU(
sectluo of tlie ablp, aiitl lengtb eqiiiil to the length of the lihip.
CoefficicDtof wat«r-llne8 — -— n r— ScaM
^,vi«i«..<.ii>. ui w».<=i .1 . area of iiiimoratMl water sectluu y L' """"^^
glTM Uw followitig valtiesr
Coefflcient Coefflclentof
of FiDeDesti, Water-lines.
FInel.v-«h«ped ships. . .. . 0.55 0.<B
Kairly-nhupcd ships O.SI 0.«7
Ordluarv iiierclmnt steamers for speeds of 10 to
11 knots O.OS O.W
Cargo steaniera, 9 to 10 knots . . 0.70 O.TS
Mooerti cargo steameni of large BiiB u.TS O.SI
Benlatance of Ships. - The reHl.stance <>f a ship paSKing thmi
winer may vary fmin a luiiriber of tsauses. ns speed, form of body, dlspli
inenl, inlil»liii> dimensions, character of wetted surface, flneneVn of liiu^
etc. Tlte iesi-<t!ince of the wat^i-r Ih twofoKI ; 1st. That <iuo to llie (llst>lM<
Mient of the water at the bow an<l lis replaoeineut at rlie stem, rlth
cmweqiient forniuilon of waves, ai The friction Ix-tween the welted
face nf the ship and the water, knoun as iikiD resiatatii^. A Cutntnoiiil
pi'KXlnmtL- funiiula (or resistance of vessels is
Redstiince = speed' X j^displaoemeut» x a codatant, or A = S»dJ X (
If D = displacetni^tit In pomids, 8 = speed in feet per niinute, S =
anca in foot-potinris per tniniite, R = C'.'s'/l', The work tlooe io o»i
ing tlie resistance tbrouKb a dlslauee equal to ^ is R x -9 = C{flEi
if £ is the efflcieocy of the propeller and machinery combined, Che iiilil
hoi«-po,ver LH.P. = ^^.
If S = speed In knots, D = displacement in tons, and Ca consiani whit
It>eJude« all the constants for form of vessel, efficiency of aiechaui-ui.ftA
I.H.I..= ^^.
The wetted surface varies as the ciilw root of the square of i ne iiis|iim«
nieut; thus, lei L i>e VUe Aei\gt,h of edge of acubejust inmiersed. whortJ
placement is D and 'weUed BMttace W . "XXistn t> ^ L? or I, = ^D
If^ ^ 5 j^ £,s _ 6 X^ ^0)4. -ttAtVi, W vwV»tA VK.
IKGIKKERIXO.
inn ., lUflA
Dtiers (•> riisilllrd Mater Htol
f^ra |)«r |iouiid iif coaJ 4.tfl
Hpra<M(r-i!nguies 444
Ijtrom c«i»s f.8
n FEB CXSTB OW TOTAL AHOI'NT.
iM).I
Biisera 19.7
ratur engines » ., T.fl
r. s
CbtKtboiien a.t
Sim 05
kb<f purity of thi» ice are Ihiix dttcrllieilT
Be cnndeno^r la tlip aocMnnuliirtdii nt thp
And eiiKineo. t«ieeth«T with nii Anioiinl of
I froTii the hollers. TIiIb Ibm qnniitliy l«
pinount (if filter iiccefiSHry lo Htipply the
fhe condeoKerh is violeutly relidilr.l. anU
(UKh Ik L'oil siirfntv c'M.l'-r. It ili<'ii |.n.'.*e.H
ilcll it rnnK tlirmrKli tlir.-e cliaroonl-llllfrK
tad cont«iniii|f ^Hfeei (if c'iiarooal Ii next
ich there Ik an electrlral attafhtneht f<ir
jiwts are alf^y made for roJi dully From
hvhicli are carefullr covTed jm ihM the
Bn|iaritjeH,
bra
INEERING.
JBteualoita and Obtclnlne Ton>
Be dlltlt:ll^ioll^ to Irf iiieasiiii-'i as fLJIown:
Be of «leni to Ijie after siile of slei n-iKist
per deck o( all vewu-l.s, except those fiav-
{tending Hsht fore ami afl.. In which Die
pge of deck itnuieiliatel)' below the huiTi-
llliifr forward, or receding stenm. or rak-
l* distance of the foie side of stem from
• load mater line measured nl middle lioe.
Mken im stern-iKwi (n scre«-Ht earners.
over the wldetit fruine at it« wiile«l part;
th.
•I (he dead Hat frame and at niidille Hue
I from the top of lloor-plate to the upper
fKeU ext'ept tlioKe having a c^mtitiuoun
fore anil aft. and not iiitende<l for the
, tlie depth i.s lo l<e the distance fl'oin toj)
tor of hiirricanij deck-lioani and the top
llely l#|nw hurricane deck.
ill» hurrlciine deck, eitemllng ri^iht fore
erlcan coasting trade, tlie depth Ik to l>e
t« In top of deck-beaiu of deck iiiiniedi-
Uiaee.— Multiply tngelher the leiixth,
liict hy ,75: divide" the lost product liy 100;
f. . 6 y II V 7S .
^ = loDoage.
Tonnaire Ijawr, May 6, 1861, provtdpfi
vessi'l Khali lie her entire inlernal eiililo
»ch." TliiK iiientiureniont include." all the
'•ver many tliere may be. Explicit dlrec-
l« j»re Klven in ^he law.
renacl luiennurfd in tous of tHO lb" " *"
V Klilcl) it displaces. For fte*-ni»*'
/ IwueacJi cbu water-lti>«>. in ea°
iio.tiiher of cubic feet ot au.)
MAklMR KKGIKBEKIKO.
i|iiAiillly lit I' »..»..>! - «i,,..u ii; iri,,..ni no 11... •• ,..w,m..iu..i „f mijiuen.
iBttiin.''' I ,rtlin
ri'MMUinc ' >;'li«
r»riiiula, U.' ....» ^-i—- .- ....„.,c ... ....liiiimiu
ubiiuiiily of the wiuei-liijat Ui tu be Ukkou U>i »iu- e, aud Ihn rule will tlieu
rHaiiiliiis:
T" <il)lnlii "■" H.>.i..,„„.^u..^ „ ..1,;.. .,f ,^,i,„! r..r„. i„ ..,.,,,,.1.. mulllpl) tli«
Irnglli 111 ' • .if iiufjiiifii
Inlioii. ni IIS R&hliiiM
l4utiu!il 11. .., ..' - ... :-..-. V -■- t.^-per t.'ouslaiil
|nlBcl(-'nl Hc-ltx-kml t'runi Hit; (ulluwiug:
For cIPAn pointed v)!«8(fls. iron liulU A = .01
Fur vliiAn i-iipp«r(rd vdsselii A = .1)0910.008
For iuuil«?rniely rough iron Teasels A = .Utl +
Tlie n«l, or efTuciive, horse power demanded will be quit« clowly oblaiiK
by imiUlpl> ini; the renislinice calculated, us aliove, by ihe »ipt-ed in kiMiii<iuiit
dlvl.l"! • i.» 1 '!■ The Kiosa, or indicated, jKiwer is obtained liy inuliiplyint
lh«- v tiy tlie rwiprot'ttl of the efflcieiiej' of th« mof.-liiner> aiiJ
pr.'i iisUHlly should bo about 0.6. liankine usea as a divisor in
lliLsi.- - ; .'tUI.
Tli<- loi 111 of tlie vessel, even when designed by skilful and eijwriencfd
iiikvul ari-hiteotK, vrill i.flen rury to such an extent as to l'aum; ilie. aliovecon.-
mant eopfIluient« tu vary .sotiitf what; and the rango of voriatioa wiMi goinll
forniR is found tu hi< from O.V to 1.5 llie flgures given.
Tor well.ftbniMid Iron ressiel.t, au approzimace fortuula for the borce-pmret
SV
rrqtilrecl isH.P. = „ -^ in which S la the "anKtnentetl surface." The ex
SV
pi-e«fiion
H.P.
ha« b«en called by Rankine Uie coefficient of luuiiuliioH. ta
the Hudson Hirer steamer "Mary Potrell," accordine to Thurstim, Uiii
cuefflclent wax as bipli a» 'J3,5O0.
The expi-essioii ■ „ _ has been called the lucomuttve (jtrformanee, (8«
Rnnkiii(''» Treatise on Shiptiullcling, 18M; Tliurston's MnnuiU of theStauiH
enniin!. paix ii, p. 18; also pajwr by K. T. Bowhjs, U.S.N. , Proc. D. S. >'aTal
InHdiute, 188^1)
Rniifciiie'i' inethfid for calciilnting the resistance is snid by Seaton to gr
more iictMiralc aixl reiial)le ivsiill.s lliaii Ihiwii obtained liy Ihe rilder raits.
Inn II is eritlcifed as lu'lnt' iliflliMilt and incoiivenieni of njiplji'nijon
Dr. Kirk's JIe<liod.— Tlils iiunliod is^-.- .- ."■ ■■ ■ ' ■ ■ .<...■■>-!
The ^fiieial idea pri'|»»sed by I.lr. Kirk is t"
and simple a form that they tn«y be easily con
certain features u( this (urm Khdil deieriiiine il.v ^...i.j. ......> <> ii;t- »ini' ...f
speed, etc.
Tlie fnrni consists of a middle 1)i>dy, which is a rectangular paraltcloplpnli
IB(1 furu body and after body, uritsnia havlu? i!sosc«teS trianeles forbtMa
l*«tiown in Fig. 168. •. ->,
I is nailed ft block inode\, wA teeocYk \.\>Bh\\ft>!«i.tet.U is equal to imi <
I the ship, the depth is equal to l\>e mean 4tw»<Cnv,«* «a.vai*\>s «aij»i«« O
MBplawment volume, and U* avea <.l ae<t^\«tl «*aA Vo ■»* ««*», *>
MAKIKii ENOIKBERIKO.
lOOS
= B.
ineraed mldshlt) section. Tlie dIniebBlonsof Ihc block moilel may be obtalneit
U rollo«r«:
\jBi AH 3 UB =! \mi\iih Of roi-e- Of arter-body s F:
OK s Iriieili nr tnlildio body c IT;
£/> = iiK^iin liraiiMLl x ^j
K_ nrpa of iniiiipi's«d mldnlilp ggctloii
**" XL
Volume of block = (f+ il)x By H;
Midship RiK-iton = B ,x H;
I}lBplace(ueDt, iu lotis = volume In cubic ft. -•- S5.
AM =iAG-{-GH= J'+ U = displacement X 36 + (B X ff ).
wetted surface "f tlie block Ik nearly t^qiial to tbnt of (he ship o( th»l
uJne l»ni;1ll. I>eani ami drnUfthI ; iimifilly *<;)( to nj gi-eater. Itiexc«r>diiigly|
fiW) hullo\r-line f,h\y« It nmj' ha. *% giealt^i'.
Area of bollom of hlwck = {F-\- M) X B;
Afea of »ldi?» - SM X H.
Area
ofaW««ofoudB= 4i/ii'»+ (*) X »;
'Tangent of half angle of eotraoce = =^r «= ^rs,.
i^tbis, by a taUe of natural taogents, the angle of entrance may by
AnKle of EUilruooe Foi-e-botly in
of the Block Model, part* qf lijngth.
I-Koltafc strainers, 14 knots and upward. 18° to 1. 5° .3 to .SS
12loHknol« 31 tolR .aato.S
L-arRo Rleainer!!, lO to la knots.. 30 to S2 .3\! to .M
K. B. 3(tumrord'« in«tliod «rC'AlcnlaUii(( Welted Surracea
lj« ^iveii in 11 pa(>ei- t>y AivUibaUl Denny, WiyV- S«1>1. "I. ISW. Tliu following
^^l6 r«rniula, nliii-li givea cloiwly accurate results for medium draugbta^.
kina, and fiiieuesjieB:
a = <i, X O X 17) + \1,XBXC),
i S = wetted surface in sqimrp Ipt-t;
L = lenarth betwei-n perpeiidieulai-s In feet;
D = middle drauRht In feet;
B = l*«in in fe«-l ;
C = bltx.'k eoefflcieut.
4
"he fominln may also be expressed is tlie (.jrm .^ = tAJ.IO + BC).
I the case of l« in-screw ships liaving^ priijei:lin>f Khaf t^cnsings, or in tb«.
iof a ship biivlns a ilei-n k<'el or bilge keels, an addition must bp mode
htich projt:Ctii-ais. The furniufa gives retiultti which are in cMieral uiuoh.
a.-ciiniti- than Hios.' ..btaincd by Kirk's inolhod It und<'reatimat<>)i
■11 tbf Wani. dranghl.or bK>ck <'ti**n\i.'l»*nlK aiv i-x*-'essiv^; hut
1 fxoi'i'l 1(1 thp ciise of atturmnal forms, such a8.<iorii-wlwH»l
■ vprv cxc'CHsive beams (nearly one fnurth ilie Icnglh). and
*> vci> lull uliiok coefflciontB. The formula gives a surface about 6% too
lall tnr -^uch forrns
I'D Find the Indicated Horse-power flrom (lie Wetted
irftire. iSeuion.i— In urilhniry i-asesi tlip horaepnwt-r per 100 fact ~
tti-il surface may he found by asfiuininii' that the rate for a speed of IV
t» in 5, and tlini ili" qiiii'Hiiy varici^ as Uiecubi* of the speed. For exam-
[To Ittid the nuMiiji-r of 1 H P. necessary to drive a ship at a apeed of II
' , harlng a vretted skin of block model of 16,-JOU square feet:
The rate per TOO feet = (l.'i'lffi' y !>
Then LU.P. ie<|iiired ^ 18.875
AiVi = OTW.
^^M-i
= tr4-M)xJh
f V'^+Cf/x »«
tkatof lkeaMr«rtka
■Ceatnace =
HB
tlie aacle of entrance nwyte
I
Aoffle of Bniraaoe ForMxaiy In
of ibe Block XiMtei. paria of IrnftK
_^ward. ie»u>i5' .3 to ai
L 3t to IS .-Jtto.S
ntnoU.. 30 to*; .3-Jlo.M
MTalcnlatluz Wetled SarfiiVM
ttiy, £iii/V.i»^pt^ °^l. l^l>^' rtit'tullutvlna
ilCC)ira(8 results for medium droUKblii,
LV) + (ii X fl X O),
ll* ttjet ;
mluulani la feet;
a In flip f..itii S a r,(1.7P + SO.
vid;; iH-.j'-'liiii; ■■ll:ifl-.risilii:>\. lir 111 lIlM
M, . , . ,.,.,.1,.
le f'.'iDiiiiu giM.' ,1
iceBS/»ry l<j ilrlvu ip
; miHtMlof IC, Jl*ll W|
1006
MARIMB ENOIKEEKIKG.
Wli«n t4ic aliip ia exceptianaily irelI-propurtlODe<1. thr bottom qiiit«cleui.
anil llie i-nu-lrticy ot the ninclirnfry IiikIi. hb low a rate as 4 I.H.F. per 109
frrl iif wiMird likiii of block iiicxJf! may h>- allo»»Kl
The KHiM*. Ihilli-ali'd liMi->,e.pow?r incliiJrH the power necessary lo oter-
CHtie Oi« frk-lli-n and olhiT irslotancp of Ihe eripliie itsflf and the Kliaftlog,
anil »I»o ibf powiT lost in the nri»prllor. In ollirr words, l.H.K i« no lutii*:
iirr iif Ilie reMKtunce <•{ tlie Ktilp, and eaii only be relied on as a nifsiis at
deoMinK Hi*- sitt- "t i>n)flneB for speed, ko loii(f as the efnoieucy nf tiieeti|nM
and pnifielUir in knnwiideflnitely.or f>o lone QiiMmilareM^iiies and prop«lli<l
are enipli»yed in bliips to be eoiupared. The fo»Miier is difflcult to obtain,
and it is nearly iniiiotwible in prnclice to know how rnm^hof the po«erslu™«
ID the cylimlei'S is eniplnyetl usefully in overooiuinjt tlio reHisionr'e of tbi
ship. The folluM'iDg example la given to show the variation in the efficlfDC}
of propellerii:
Knots. t.H.T^
H.M.8. " Amnson," with a4-blai1ed screw, eave. 14.064 with II
11. M.S. " Aninxou," with a 2hladed screw, Increased pitch,
and lead revolutions p*r minute 1S.896 " 16
H.M.8. "Irln." with a -l-blttded screw 16.577 '
U.M.S. " Iris" with a-bladed screw, locreasod pitch, less ^_
reviiliil Ions per knot 1R.W7 " "TS
R«litllve Homc-power Required Tor DJa'ereut S;'' < <t- "tT
Veaa«lB. dloisi-power for li> knots = }.)— rheliorse-p"weri-
li> Nury a» the cube of Ilie speed, but iu differeui vessels am!
BPeedK it may vary from Ihe "J. 8 power to the 3.5 power, dejwndiii;; ui-iji' tli .
ui](» of the vessel and upon the etHcieacy of the ent^ineK, tbe propeller, etc
II
4
.0789
6
.530
S
..MS
10
IS
1.6««
14
•i.ftflS
IB
S.TiSl
18
fi.lSS
6.064
SZ
9.0B6
S4
11. «1
S8
JH
i
Hl'«
M.SS
17.87
»j
.S'-'
.(TTOI
ar
M4
i.enr
•i.&'yS
».908|5.49g
7.4M
9 841
13 07
15.97
I9.8DM.fl
s»
.11610
.216
MS!
1.7JSli.:41
4.09618.832
8.
10 65
13.^
17.58
ilM
■it. ■
N»l
.06H4
a).'.
..Vll
1 TIM-' K.ih, J ■'(i:i i; i?<.-i .s .'.^jlii ^-1
in (Vi
'0.34
uxum
H»»
IXUi.')
lU.^
.4WJ
• -a
««■
ff"
,(HW
.IM
.4:«
41
£9.^^
«>■>
.0444
I7C
.4ffl'
J : -.-1 .. . y. i .. , .^- ...... ^v-
....Ttssi.'mnH
S*t
om
1«T
.4MI
1
l.bHaia.24Ti&. 18117 !Vi4lU.3llla.7a
ai.4a
£H.34ia6.ni«V
ICXAMPi.s TN Ubk of rvK Table.— A certain vcfsel make.s 1 ( knot* up
wllh WTl.ll.P and 10 knots willi 9«» I.U.P. What l.H.P. will be r«)Uiredl
IB knots, tlie rale of iiierea,se of horsepower with increase of speed rvmikii
InK constant ? The first step is lo find the rate of increase, thus; 14" : 16*!
587 ; 900.
J- 10(? 18 - J- log 14 = log 900 - log- 587;
XIO.-.WISO - 0.]4tilS8) = a.aM243 - 2.768838.
whence x (the eipooent nf S In formula H.P. aS"^ = 3 a.
From the table, for S* ' and Ifi linols. the I H.P. is 4.5 times the I H P i
10 knots, .-. HP. at 10 knots = 900 -«- 4.5 = 200.
From the table, for.ss » and IS knots, ll»e l.H.P Is 6 JMS limes the 1 HJ" i
10 kiiors: .-. H.P at 18 kn.ilK = -J'lO :< 6.S.V.I = ISTJ H P.
BcBlatauce per Horne-powcr for Dlfl'ereat Speed*. (Om
hoi-se-pi'wer - S-J.iW lbs. rt-fii-lHUuC overcome ibioutli 1 ft. in I
reslaiancesiwr horsepower for vmiouR si.»eed« are a." follows: I . f 1
1 ktiot, or 6080 feet per hcmr = 101)^ ft. per niin., 33,000 ■*■ lOlU
per horsepower; and for any other speed ilS5.658 lbs. divideif U , ..
in knots; or for
1 knot ^25.66 lbs.
I S knots l«a H3 •'
I 8 •• 108.55 '*
■< •• 81.41 "
\§ " 65.13 "
6 knots 54 28 lbs.
T " 46.58 •'
8 " 40 .•i\ "
10 " 34 .'o~ •'
11 knots 99.61 lbs. 16 kaota liO 85 1
12 " 27.14 •' 17 •* 19 18
Va ~ "K. W, " 1« " l.« to
r
tlNE ENGINEERING.
1007
or 8t«ain<^eBscIa orVfttioait SIbmi.
J—
1
6
J
4
J
4
t
ef
1
«^
d
s
5
t
la'.!'.'
t
00' 0"
10' C"
a' 0"
29.73
24?
903
171' 9"
18' 3"
%^"
99
3793
lacc 0"
21' 0"
8' 10"
370
148
8764
l!98' 0"
34' 8"
fl' 0 "
MO
aoo
8&S
230' 0"
29' 0"
l.V C"
I.SQO
310
10,07S
«.7' 0"
35' 0"
18' 0"
>900
a.'JIl
15,783
45-0"
72' 00"
42' 6"
143' 0"
',»' 6"
li9' 0"
12° 40'
11»30'
43° M'
13" a r
17° 0"
11° ao'
0.481
0.570
0.606
0.4S9
0.67)
0.605
i'.'.'..
saoi
460
4.78
Ifi.3
-•JS
21.01
4.87
10.74
S7l
9.88
7.97
17. ai
1490
18.52
s.fie
10.01
503
J.OO
4.90
17.8
4751
80.00
6.32
223
193
17«.8
893.7
SM
ISS
656!
44S
493
683
&10
399
MAKIXB EKOINBEBIKG.
I 1008
I Ueiiiilta of Progres»lve Speed Tiialu Ui TypUal 1
L ■^
length (In feet)
Breadth " "
DraiiKbt (meaiii oa trial..
Displacement (tons)
I.H.P.-IO knots
14
18
flO
SfMied
10
H
18
£0
Admiralty coeff.
^ I.H.P.
The Bkui^s for I.H.P. are " ix>und." The " '
we froui trial oa Stokes Bay. and show the rut
The flgiiruH for the other sthipn for ao ktiota arc r,,.,
More accuruti' melhiitls than llione above gt:
horse-power required for any proposed xhlp are: 1
from the results of trials or '•similar" vessels ilrn
Bpeetls; "uliiiilar" vestieU beiiiK those Ihut liave ti..
l)reodlh and to draiiKlit, and the same c<)«fflflfni
spondiiig" speeds ino8«! wliich are jiif . • '
the lentclha of the rcBpective vessels, 1 :
such vessels varied iiliiiost exn-'lly as «
i. The method employed Ijy it- "
shiplHiililers, viz., aiieertainiriR lip
SO ft. loriK. in a tank, niid c«leului
Sperd on CaumU.-A great I..:-:, ... ^,„ •
passes from I'lu-u water Into a mure or less r.-
upecd of vessels In the Siiex Canal iu 1882 was .
(hig'tl. Fel>. 15, ltW4, p. I3fl.)
BsUmated DUpUremeut, HorM'power, cit«L._Tb<
the neii page, euJciiluied by the author, mil (>.■ fi.und o..ii»i|,i,Hl
IDE approzlmatti esUiuaten.
The nKtires in Tth column are calculated by the ronniil* H I" -
Id which c = 200 for vftss«Is umler MX) tl. Iouk wl)«n C • ■
when O = .55; c = WO for vefwelb SWO to VM ft. lone when <• r= b
C -^ .06, X« wUeu C = .56; e = aao for Tesaels over Vja ft. knic via
8!«» when C = -65, 'Jfll) when C = .M. •
Tlie (iKurek in tbtt 8th columu ar« baaed on 5 H.P. p»r 100 m|. n
surface.
Thi< dinmeter* of tarev la the 9lb tiotiimn •«« rr*ym
' H.P., and in the lOtlioolunm f)
the diameter of screw for «i
lit 1(X1 iH"r miuuti-. miilui'lv 1 1
ith k<".i i,( tlie cut>e of thv
kl'iiit'' iliai*
Tide I-
rglte-Ji Jjj I Jut :
'roJtiiro ttgii.
1 KseixBCRive.
HP"
B*« Mowtfu'wr, «««., of Meaai-
Kt VArtftB* aasMl
V boM'iiHaK-
UM.<rla*«fcrM
WLif-t.
yWWMMVKML
U<U lf-»1 ^'J IK* 1
BO-TP^BO
C«tf. C»V-. fW
H-IL 1 fnaDti'! W«M
111'
■ —
,,to»--|.
MifMb
4.4
fr «
4.3
i.t
1^
5.?
S.S
4.6
>.8
8.9
4.8
5.1
4.t »
■ "
eo
4.0
4.T
^Hi
■- no
10.3
e.o
B.S
^^H
m iM
7.8
5.«
5
^^H
■ tM
K.B
7.4
5.5
^^H
■ IW
11.5
8.4
S.4
^^M
m m
\S.i
II.J
».»
^^M
m ns
15.1
11.8
4.7
^^H
■ m
84 9
1S.3
6 S
^^H
m. uo
87.8
no
4.4
^^H
sea
4-1.9
ST.9
7.1
^^M
an
« £
St.l
7.0
^^M
7W
<fc!.9
39.9
7.4
• < 1
^^^H
set
59.4
43.1
7.5
1
^^^1
1W»
85.1
M.l
8.1
«.« I
^^^1
1140
T9.2
sr.o
7.9
^^H
MM
lit
704
8.5
^^B
]««
97
70.4
8 3
^H
ISM
14T
«s.r
9
^1
ISffi
104
78.8
8.4
^H
1910
143
95.5
8.9
7.8
^^^H
!iS95
aos
lis
9.6
7.8
^^^1
■JOtt
131
102
8.8
7.«
^^^1
Wti
179
l:M
9.4
'..«
^^^1
»46
£50
147
10
B.«
^^^1
iseo
m
133
9.S
7.4
^^^1
3185
««T
159
9.8
S.O
^^^1
s:w
31j
188
10.5
8.6
^^^1
s^
303
168
9.6
T.9
^^^1
awn
afi9
191
10.1
8.3
^^^^1
49«0
308
238
10.8
8.8
^^^1
'Hm
5B7
soe
10 1
8.a
^^^1
4809
SHT
S43
10.6
8.7
^^^1
sem
4M
asi
n 3
g.«
^^^1
4NO0
«5r
•no
10.1
e.i
^^^1
soro
373
398
10.8
8.8
^^^1
7ieu
saa
SIM
n.a
9.5
^^^1
TiJSO
883
S6S
10.9
8.9
^^^^
euo
8IW
478
U 9
9 7
^^^^1
IIS-V)
875
B93
ie.8
10.6
^^^1
10380
548
519
n 7
9.6
^^^1
18140
80fi
657
li 8
10.4
^^^1
ITHO
1175
857
13.6
11.1
^^^1
14455
TtS»
723
ti.fi
10.«
^^^1
1T883
nil
894
13.5
11.0
^^^1
SI690
1568
1080
14.4
ll.B
^^^1
lOdOO
1008
960
13.3
10.6
^^^^1
83.140
NDl
ll«8
14.3
11.0
^^H
«N0
■-•006
WBS
1R.8
IS 4
^^^^1
««51A
Ifeil
I'WI
13.7
^^m
SS58S
IC16
1478
14 5
^^M
SJBTS
41T1
1744
19.4
19 0
^^^H
tmm
1454
14H0
14 a
11 6
^^^1
as-xw
I00«
1780
15 1
lt.4
^^^1
41«)0
i»l»
SOW)
159
i« n
^^^1
S'WIS
1747
1S1«
14,7
J
^^^1
4S:itt
zm
«I37
^^^
4IHMa I'^BW
«483
^^H
4^10 3005
8145
.Vhvu laa:^
U5U
^^1
^^^^^^J
, wrti»> l*«Ha
VWi
lOlO MARINE ESGINEERIKG.
THE SC'BEir'PBOPEl.I.EB.
Th« "pitch" of B pru)i<-llpr Ik tbt> distance which any point in s btsdi
ileaci'iliiuK • bvlix, wlli travrl in the direction of the axis ilui-tng onereTolii
lion, lh« iMiiiil l>eiiiir a><8iiiu(>d to uiovts around the uxis. Tliu piccb of i
propelliT »l>h » tinlform pitch is equal to tlie diutauce a (iroiH-llfr mil
ajvauiH.' duriDK out* revolmion, provided there is no Blip, lu a cfue o( ihr'
Itind. tlip term •■ jKtcli" isonjiloKons to the ttimi "piieh of llie thread'' (
an ordinary fciOKletlii-eaded screw.
Let f ~ pitch i>r ncrew in feet, R = number of revolutions per ii«coii(
I" = velocity of Ktieam from the propeller = P \ R, v = vt-lfxriiy of the ihli
ill feet per second, F' - i- = slip, A = area in square feel, of section of strcai
from the screw, approximately the area of a circle of ttie isaiiie dmnietM
A K i' — volume or water prnjecteil astern from the ship in cubic feet p*
MK*ond. Taking the weight of a cubic foot of sea-water at (M lln*., and th
force of gravity at 33. we have from the coriiniob funuula for foive ut «:ct4
eralloii. vl».: F= ii^ - — ^» w **= — Oi . when t = 1 second, ti, bein
t g t g
the acceleration.
tiAV
Thrust of screw In pouuda = -«— C^ - w) = StAViV — v).
Kankine (Rules, Tablen. and Data, p. 375) gives the followiDg: To calcultU
the ihniBi of a propelling iu»Lrunient ijet, paddle, or screw) in puuudl
iiMilllply tojtettier the tiansverse sectional area, in Rquai-e feet, of ihettrcAi
dilveu u^^tern by tlie jjropeller; ihuapeed of llie si ream lelaiively to lUefiil
in kiiotK; the real ulip, or part of that spee<i which is impressed oa tlu
Mtream by the profH-ller, also in knota; and the cousiant 5. IK) fur >.<^a-»'sie>;
or R.S for fresh water. It S = speed of the xcrew in knots, < = speed of »li(
in knots, A — area of the stream In square feet (of «ea-waterj,
ThruHt In pounds = A X S(.S - »i x S.M.
ThM real Klip is the velocity (relative to water at rest) of the water pro
Jectfd gtemward; f/ic Hppn)cii<iJ(> is the difference between the speed
the ship and the speed uf the screw; i.e., the product of Uie pitch of il
8«:rew by the nuinlier of levidutioiiB.
Tiiis apparent slip is sometimes neKalive. due to the workiiif; of tbeecnr
In disturbed water wiilch has a forward velocity, foilowiofif tiie ship. Si
live apparent Blip U an iudication that the propeller is not suited to
ship.
The apparent slip should irenerslly be abniit 6f to 10;( at full speed In
formed vessels with moderately fine Hues; in bluff cargo boats it
exceeds ."iff. •
The effective area of a screw is the ppotlnnal area of the stream of wai
Uid liold of by the propeller, and i« penerally, if not alwav.s. (greater tb
the actual area, in a ratio which in good ordinary examples is 1. si or thr
nltonts, and is sometimes an high as 1,4; a fact probably due to tlie stiffi
of the water, which ciiinmunlcates motion laterally amount Its particM
iRanltiiie's Shiphiiildintf. p. 89.) ^^
Prof. D. S. Jiioobus, Trans. A. S. M. E., xi. 1028, found the ratio of the
fectlve to the actual disk area of the screws of different vessels tu lie
follows :
TtiK-boat, with ordinary true-pitch screw j
" screw haviUK blades pioiectine bacicward .^
Ferryboat" Ber^n," with or- ^ at speed of 12.00 gtat.mllns per honr. t-
dinnry true-pitch screw I " " 13.4 " " " " 1.
Steamer " Homer Kamsdell," with ordinary true-pitch screw 1:
81z« of Screw.-Seuton sajs: The size of a screw depen.I- :
Uiiii^s that It is very difficult to lay down any rule for Kuidan
must always be left to the experience of the designer, to all.
circumstances of each parliiMilar case. The followinf; rules an- nvet i
ordinary cases. (Seaton and Rniitilhwalte's Pocket-book):
P = pitch of pro[>eUer in feel = _^ — ■, in which S = speed to knoH
S = revo\ullon« pet cutmif ^ t^M % ■=■ verceutage of apparenl tOI
rV)r a slip of lOjt, vUcta = —it-.
IW PROPELLER.
1011
U
, n„ p"m . AT Mtij; a coeffluiewl Klren
V 100 /
/ r.H.P.
Les ■■
^
. /I.H.P. ,
which C U a coeffldent
ken ia StMton's Marine Enfrin««ring, is
73V tor ordiD*ry vetist!!*, and 860 for glow-
V
-r X k, io which rf = diameter of lall-
iife
r hiailpg. b = hreaiUli of blade in inohps where
'allt^l i^o the fliiaft axis; 1 = 4 for oast iron, 1.&
1,5 for highclaiw bronze.
«»l in<n .(M/)-f- .4 in.; oast stvfl MV -\- .4 lu.:
ilaas brnnzo .O.'D-f'^ hi., vthen- U = diameter
eller rocfflclentn.
i4
c
V.
1
tj
} One
n -17 B
IJ -17.5
1 "
18 HO
17 -15 5
I "
IB r.-!.^i.&
15 -1.1
r Twin
;i!0..Vil-5
14.Vl-.>.5
t One
ai -i-i
13.5-11
t Twin
SH -ai
10.5- 9
i "
SI -2-J.5
11.5-10 a
J ..
S3 -43.. ^
8.5-7
} One
as
7- t!
CJaKt
C.I.
G.M.
iriiu
orS.
orB
letal; B.. hronzi': S.,
and P = -jr
steel; F. S.. forgwd strel.
737 '/I.H.P.
/I. HP.
y (PX «)»
^<O0X IH.P =8SI^I.H.P. ^
n D = ^145.8 .< I.H.P. = 2.71 VlM.V.
) OKUrus (or diameter of sc-rew in the table on
They may be used aa roiiKh apprnxinintioDn
rew for any given hone-power, for a speed of
;r minute.
BTolutlons per minute multiply the fli^ures In
the given nunibcr of revolulion-i. V'^T »tiy
:e the I.H.P. varies npproxiniutrly &A the oiit)e
r of tlie screw a« tlie 5th root of the I.H.P.,
for 10 Iciroia by the Bth root of the cube of one
multiply by tne following factors:
8
11 12 la U
.«s .oai» ].(tto i.iie t.iToi.
MAKINE KN<.lNi-vl;l\a.
!T 18
II
M 21
■a
!»
ao
I.1J75 1.4a) I <;rt IM6 1 «•.] 1.H05 I.6J8 16!)! 1.738 I .TTI 1.815 1
ll^nr ni<tn> mviirate rlitt<>riiiliiattons of diameter RllJ pitch of tcreir,
prtiiiilir iirii\ i-iii-fl1i li'iits trfvm by Statoii, quotwl alii:>ve, Rhoulrt beusedJ
KfUolrnt'T of the ProMlIer.— Accordiog to Kaiikiiie, if tbeslip
' ntttvi bt.< «, Im weiglil II', III* Ksiiilaiice R, and the speed of tbi* sblp
9 '
if«:
~9
Tills lnipt)lHiiK«ctl<m iiiiinl. to ieciire mBximum efflclency of |iropellera
etTwlwl hy an Instrument which takes hold of the fluid without «hool
(IIhIiii liniici- <'f the siirniiuuline ma»s, and, by a Bt««dy auc«lerftliou, givl
I Ik- i-i-qiilr«Hl tliiai vi'locliy of diboliarK*. The Telocity of the propuuerol
coiiiitili tli« rwl»l«U(,-« Ji would then be
•nd the ^T>rk perfon»»d would be
the flrst of the la.<<l t«ro tcrniH betuR usfrfiU, the serond the minlraum
work; the Utter beinit Ihe wanted enerKr of Hie water thrown bac]
The elBclency Us
/,;=U-H(t-+f);
and this Is the llillit nttainable with a perfect propellltiK' insLninient, wl
timit Is approacliiHl ihc more nearh' us the comlltiotm above prescrioed
lh« niort* nearly fiilfllled. The emcieiicy of Ihf propelling iostruuiiiil
pn>balily rarely iiiucli alKjVe 0.60, abd never above 0 SO.
In deslRiiiMK tlie sofcw-propfller, na was shown by Dr. Froude. thel
anelt^ for the wirface Is that of ■Ki" with the plane of the disk; but ai
parts of the Ijinde eunnoc be kIvh" the snuie an^le, it shuuld, uher« pn
oable, lie no propiirtioiied that the " plteh-an^le at the centre of ellS
Khoiili) be niaile 45°. The maximum possible eOicieucy is then, aocorl
to Fronde, Ti%.
in order tbat the water should be taken on witbutit sliock and dlsobM
with niaxinium backward velocity, the screw must have an azially incC
ing pitch.
Till- true screw Is by far the iuoi-b usual form of propeller, in all ateaa
both merchant and naval. (Thurston, 31a.iiual of the Hteiun-engine, pall
p. 176.) .
The coriibined efflcienoy of screw, shaft, engine, etc., is ^.'ucreily la
at bOi. Ill Miitiie caSHii it may reach (K):{ or ttfijt. Raiikftie takes the elM
H.P. to pqiial the I.li.P. -t- I.eS.
Pltf It-ratio and fliip I'br Scrowa of Standard Foraw
RealSU|i<
.ter.C. HmrOma. Pmr.
. In»MHlffa>fc at SUinl AnUiects. ^Sn•.
9t y«T^ ArcUMctt UK; «^ & W. Bv-
TdLOL
I til* fprr-
iiC(«etr
pn>pp|tei : -
nf>nnaii(.'es uf
*t are lik«lr i
!.. ■-..--
'" to
..ip-
tinu
< of
>i|K>ii tli<> ship iijufif. »hiL'h
■iieous Tiew pespectinK th«
idial Fluatut tS^'ntoti'n MiiHnp Gn
Br of 11 ruillal nlieel i» usunlly tttk«>ii Ttdii)
Dt it. is diOlcull to tiay nliitl U Alisolutt-ly
on tlip fitriii of floul. Ibe aiiioUBt i>f illli,
the wliepl. Th(> slip of a rnilial wli«)l U
on the aite of float.
|e floAt = 5^^ X C.
feet, Biid C Is • multJptU'r, »*fjrlii« ^"i"
[ IfRht stenttiPrK,
liy ■ : • ■ ^
of IMH J (dimi « n»'(M
H.)
ie«l«, I8«ai()n. I — Thi^ lilftm*
Tfje nnioiini of Hill) tiirM
<> *!« imall or tli« rMMU
n.l IIn MiUTfcilniik
M'llll tllx lUtLlii-
iiiii'Kton. M*nii*l
I
lOU
MAKtXE ENOIXEKRIKQ.
>ti as higli AS % per cent: a vrell-deslgned wheel on « well-C
not exceed 15 per cent iiiider orditiHry oircumiii«iice«.
It K is the speed of the ship In knots, 8 the perccailage i>f
revolutioiiii |>cr niiiiiite,
Diameter of wlieel at oeotres = ^<i?l±^,
8.14 X «
The dtanieler, hnwevf>r, must be Riicli bs will suit Die itir
sbip, Ro that H. uiodification may be necessarj' on iliis ux
revutuCiuiisallereO to Kiiil it.
The diameter wiU also dejieiid on Ihe aumunl nt " dip '■ ur|
float.
Wheti a ship is working iilwajs in fiiniMjtli wau^r tlic imtiir
Pdge should not exceed ti I lie bfeiKll'i ')f tlieHoiH;
at sea an iiiiniensiou of Vj tlie hreadtli of llin H<ial i-
is intended to carry cartfo, Ihe Inimeision when liftlit
a ur ,'! inches, and should not be more than tlie biwidili -A fl-juV^
deepest drauchi; iudeed, llie efflclency of tlie wbe<?l fall* ciffj
the immersion of the wbt>(*l.
.\rea of one float ^ ' " X C.
Oia a multiplier, varying from O.S to 0.85: D in tlie .ii«in«*r|
to the float centres, in feet.
The number of floats = %(D -- 2'.
The bieudih of the float = 0.3.'> \\.
The thickness of flouts =i|/l, :i
Diameter of RutiK'"""* = tlnci. i '''tit,
Be&toD and Houtttbwalle'a Pooket-buok t;ivc.i.
Numb«r of Hoats =
HO
where B Is number at revolutionti p«r minute.
Area of one float (in square feet) = '"■''■ X 8ikW6j
-N X (O X K|
where A' = imuiber of fl.iats In one wheel.
For vess«-l9 plying always in smooth wat<>r K = 19D0
steamers K - UlHt. For tugs and such craft as r«iulre lu i
frequently lu a tide-way K — ItWO.
It will be quite nceuvute enough if the last four (Uruti*!
(I> ;< H)' be taken an cipher*. ^"
For illuBlrated dewriplinn of the featherlnf; naddle-w^
Marine EiiKineerinR. or Seaton and RoiintliMalt»~» I-o«k(>t-b.
eter of a feattierliiK-wliewl is aliout one linlt lliat «f * i-adlal \
efflcleucv. (Tliiirst'iii »
Bfliciencr of Paddlc-wbeela. -Coinpuiation* by _
ut the eOicmnvy of propulsion liy paddle-wheelH^civn fur IlKbtl
Willi ratio of velocity of the ve^el, v. to vrbwity uf tUv T
8
centre of pressure, K, or ^,
, with a dip = .S a) riulliu at
a Blip of S25per cent, an emclency of .714 ; and for n<<««n
the nme slip and ratio of -^ , and a dip = ^radlna, an i
JKT-PBOPrLSIOM.
Numerous experlnieotK have been made In driving •
reaction of a jM nf wnfer pumped llin'ilth an nr(Ho*> in
they hav- " ■■ ' ' -r.";' '^- '
the •' w
■ III y„, A'lijt'., ri. jMtl, IT
mti
ICE IN MAHIUE ENGINES. lOlfi
,nee both of the theory and of the result« of earlier
the opinions of nmny navHl eiiginpers, more than
S-SH) in Shw York upon moexporiiiirnial l)Oftt«, the
Kvolntlon," in whlcli the Jet « hk made of very small
)nl? M-inoh diameter. Aiiit with a pressure of SSOO
had Ivwn prfdiciwl, lh« vessel was a total failure.
in Mnhiinicn, Mureh, Its91.)
propfller in similar to that of the screw-propeller.
, in «({liAre feel. I' its velrtcity with reference to the
id. V - the relfx-ity of llie shli) in reffn-nce to the
liie jet (see Screw ■ propeller, unlei i: ijViV ~ v).
c.isel la 'iAV< F- flu. and the work wasted on tba
the jet is i^x'iAViy - v)". The efflelency in
s = -r, . This estpressioD equals unity when
- V)* V+v
I Telocity of the jet with reference to the earth, or
>thrusr iif tilt- prii]«-ller Is also 0. The greater the
with t!. the less Ibc efRcifiicf. For V = •.'Of, ts was
iou,'* the efllt'ieiicy of the jet would he leKKthan 10
lj« further reduced by the friction of the [ninipini;
ater in pipes.
iro|.iuIsiou may be summed up In Rnnkine's words:
best, other things being equal, which drives astern
r at tJie lowest velocity."
ihle to devise any system of hydraulic or jet propul-
I favorably, under these oondltlona, with the screw
(.- If a jet of water issues horizoiitally from a ves-
lide of tliu vesiiel opiiosite the orifice is eoimi to the
water the section of which is the area of Che oritlcc,
he head.
n Jei-prnpulslon is the reaction of the stream Issulntc
it is the same whether the Jet is discharged under
.', or aKaiust a solid wait For proof, see account of
^ Jr., girea by Prot. J. Burkltt Webb. Traoa. A. 8. H.
ACTtC.E IN MAKING ENGINES.
f Bleclirndi^n ou Marine Engineering during the paaC
(Wide, f roc. Inst. M. E., July, 1691.)
ree-ezpan«ion envhie has become the rule, and tliA
uicrnaiKd to lliO lbs. and even as high as SOO Ib8,per
expansion et>ginesof various forms bave also been
W^'
i has become the rule in all vessels for naval service,
Ittnmon in both |>ai;H«uger and cargo vessels. Hy this
hsldembiy to augment the power obtained from a
Ug as it is kept within certain limits it need result in
[but when pushed too far tlie increase Is sometitnes
ible cost
imny of forced dninglit, an pxaminatlon of the »p-
I) will show that while th-- nieun consumption of coal
[liig miller natural ilrnughr Is I..')?."! Iljs. f»-r indicated
>tt Is only I.;i8>l II^h. In Ihi me filled with forced draught.
i economy of Mi%. Vnrt of this ei-niinniy, however,
titer heat'Saving appliunce-^ witli which the latter
I
(erjal for boilers, iron is now a thing of the post,
le that It will continue yet awhile to l>e the material
can be procured at ISJ square feet Bupei-il-i"' — ••%
Tor purely boiler work a pinichlng-macll'
f'engine work,
asof Ktf/im hare also cniise<l attentioti
• led to the uclo;>tion of vui'iouu artiflot
<tl»l>irnl flucK, with fhei-tiject •>! gV
\ wItlioiH abnormally ijicieiiBliig tl
^plmtif la rtcH-ed by aiaiiy engln*
MAkiNK 1<:N(HKES.
loit
raddf il to each pouud of tlie feed-water
ivould be 10C<> uoitt. ogainet 1199 unit*
. enditure of only 80 << of the beat
the expeucUliirB of hcot in rtlallod
[eqiiivali'iit to a heat economy of 8.6^
I from tlie low-pi'fssure recwver, the
fltted trltb Tii'lii Screira.
4
Feet
6814
6S
0
1^
SI
IB
10
48
CyllnderK, two seta
lu all.
£5
Dlamelers.
Stro,
Inckea
Id.
IM.
<5, 71,118
eo
T»
43, 6fl, 110
W
1«)
«). 87. l(XI
41,80, lUl
6*
06
160
3S. SI, Si
M
160
34, SJ, KS
SI
60
1(V)
1T0
l.H.I>.
LV,000
18,<W0
11.500
li,50r>
lo.tes
10,000
ii,n£8
or Working of Dlartne Engine*.
, 1881, andlSSl.
d Coal.
187-2.
ISBI.
1691.
rer, aq. ft.
r,'m".'.'."
B3.4
4.410
ST*
a. 110
77.4
3.817
BO. 78
•W7
1.828
>SS.5
S.S7ft
03.75
MS
1 tu
(• - flxpanalon Bnirlnes lu Nln«
>a to Indicated HorMe-power and
r.
(elatlve AVei^ht of Machinery.
Indicated HoraC'
power.
I
Boiler-
lbs.
130
35!
1B8
303
IG-J
£03
108
ll«
To tat
446
510
405
94a
1S6
194
185
r ■oi-
c£ be
tons.
1.30
1.40
l.Si
i.W
1.41
1.87
1.21
1.11
0.8S
ton*.
3.75
4.10
8. S3
S.30
3.44
air
Type of
Machinery.
Mercautlle
J
MA BIKE ENGINfiEBllfO.
'niJirimH
icasK a KB ane
SnBXBB
tIUIM)|«l>0
)a ~u ta jdd '■=a5S52S!!RSS2K''SiSKSS3!Ss8S8ll8SS
isi
•«i«uijo-u k«8SSaS85SSSSS:3SSSSSf=SSSSM52 sss
li
a*
■pt^wtds-unitil^
^llliliilililliill^liliiillll
ZZ.'^.:ii, dgsiiSSSSIIStSsSilSSSS'isiSills
•aanuiui
JiHi
•iina»
l^^sssszsssseisisssse^jscssisss
!!•
"A
JSSSSSSSSSSS3SSSSSSSSSSSSSSSS -^1
; SI .JUS auiiooo
«i||llll32isllsll:il.l=l,ISsggiii
^-;»«»J-J9ies — — «»*i5»M7» •c^»iwe>« 7'ff=^o»=c 1- -'-^
mojis
SaSSS3ll3SteS£«3ZSSZ«ZX3!«iSSS%£gS
||SSSgaS,t8!6S8::SSSKS8SKfs^S'fs.
>=i=,Ti'ftT.'S.'5S.-^t.%SB.%»K»JtV
)N OF BCILMNOS.
1019
»d Kor»e - poiwer, and Cylinder -
■taKe •expaninloii UuK-lQCn In Nine
oke
II
=■1
> u
i4
ll
n
Is
£-8
He&ting-sur-
face.
Total.
Per
I.H.P.
M.
revs.
Ihs.
I.H.V.
Vll.ft.
sq.ft.
i..e40
*?.'S2'
a
84.5
160
6761
5*!
B
isr.s
la)
55a
436
15,107
2 78
2
m
160
1450
loa
8,1I7S
2 73
4
00
150
510
30
1,403
8.75
4
8H
ISO
U625
im
20,1»S
2.10
r
IIS
150
11&4
55
S.iOO
3.08
I
191
I -15
H!85
30.3
2.227
1.78
i
182.5
nu
SlOi
B0.8
3,828
1.87
»
145
ISO
O'U.iO
319
15,888
1.62
nON OP BUILDINQS.*
Hnsr T-aws of Hit Ciiy "f NVw YfrU, IWffl.)
en, Store*, Factorleo, and Stablea.—
ell nulls, Qui IfbS lliaii 1^ iu. lu hei^lit ot •ID fl.;
»8 tban 10 in. Id 40 ft., and 13! in. tlimice to lap;
' " 20 " 25 '■ 18
' ** 24 " aOft.; aoiri. to 80 ft.. audlBiii.
less th&n 3S Id. to 85 ft.; 24 in. to 50 ft.; 20 iu'
addltioniil 25 tt. in lieiKlit. or part tlienjof, iii-xt
« tDcieaMrd 4 Indies in lliickiii'ss, llii> iipiJiT 100
u as speeilied for n wnll iif tliut wd^lit.
part, t)it> keai'liip-wnllii nhatl tie 4 iitclieH tbic-ker
iry Hyi fi'ei oi- frai'ti>iD tliereof that kuIO wulU
rrn, RooTh, and Support*.
Kioxi'K L'lUuiilmeil to buHr
safely per liq. ft., in ailditixu
to their own weiglil.
ll, apartment'Loiue or liotel, doL
TOlbs.
Ifi'-sthan lOU "
lildiiiK. not lens Iban 12U "
i.'honse, etc.. not letiH than 150 "
s^^sUian... 50 "
ncient strength to bear Hafely the welKlit to be
n to the vvKlght of tha umK^iiala of which the
—The Hlreneth of ah c<'lii:>iiis and poKts »hull
ordon'g formuiBB, and the cniHlilne wi-iKht« lu
)f section, for tlic fijlIouliii;-niiiiii-<l iiiuteriilH,
•nts in said foriiiiilffi, iiriinoly: Cost Iriin, (MI.IIIIO;
[orbid any pxl«-inTeil I reatim-nT of tins .siibirct.
ipou it will be found in Tiaiitwiiie'x C'iril Kiici-
^idder's .\ichit«?t't'ii and Biilldrr's I'ocltPt-boolt.
tioiui llif folliinin)? will kn of refjTPiice: " Nol««
vols , KiviDittuns, i)Ulill:flher», U >«t<>n; "BiiildlnK
Chirk i.T. R. Osuood & Co., BoKtou.r. "Tb!;
" by R. ti. Harfleld; •• (iraphical Aiiuiynin of
Greene; •Tlie Fin- i'roti-rllon of MIILs,'' Ir
Uraiiiagv and Water Service." Iiy Jar-
le and Kstiinator'H Price liook." and " I
by Fred. T. HimIkscu; "roiiudalkm* m
lUdiug," liyK. Dohsoii, Wenle'«&enek,1
\
1080
OONSTRUOTION Of JJUILU
I
wroiixlit or l-olletl iron, 40.«W; mUm[ «t«»l, i^.OOCi: nliilo i'l>"< i
NUO; pltcliai'neoi'Kinpine.MOU: Ampi'i>'<<'
of vroorteii hpaiiis anil «ciRlfr« sIlhII he i-
lu whk'li tilt' consiaiHB for liansverw ^i
follow!!, naiimly; Hi-inlooU.-JOu; while jiii'
pine, SiO; AiiiL>rk-aii oiik, 550; and for w. ■
uiiiforiiil.v (tistribuleJ luful Ihu coii^ltini ^
aafely saliiill tx' as out? to four for nil hfains, ;;i;
lo A t^all^^ver^e »iiuiu", as oiih to fom for «i
vertical xiipports When of wrought Iron ur r.
oilier iiiatrriiil!). subject to a compressive siliuin.
locia, liebenma, and other pleci-a nubject to a tn -
tiBlural earth slmll b(»ile«iiicJ to sarr«l.v Kiii^iiiln n
^upHrtloial fuot, or as otheruiso Jft^rni'int'il t>\
inf^K^ nml IliferwiUUi of footiii^-L'oiirHes slmll b*- .
rt'qiilreiiifnt. In coiupiitinK' tlie wiillb of Wm
slmll h« (lewniPil to ivei>;liII5 lbs. SttUilsl-.n,. «i,
ulhcr kinds I'f buiUtiiif^-iiittjne shall ^leuini'tj to wei;:
The ftiifr-brarlnif luail lu apjily lo good brii'kwoi U
pfi' suuurlk'ial foot wlieii (jooj lime moriAr i-, u»«il, i:^:
fool wliBU koihI llniB and (wnieitl mortar inixcil in i»iw<l, ;>
vrficlal fmil uIdmi Koml •-••nionl irioi lar U iim'iI
FIr«'-proof Biilldin£«i~lrwu and Si <
iron, wroiifclirli'fli, or rollt'ii-Hti't^l LNUiinui* si
at botii etiil>!, itinl shall rpsi i^n iroit or >^tft-l
steel capplniPs, wlilrh gliall also b« niixle no ■.
b«aina, l>pnil>^rs. mid lail-bennis !>liiill br> Milt'iibiy r>
gellmr, and Ihi^ lion girders, culuitiii.4. Ih-iuii!>, ii o'^-
nf all tloora and roofs Hhail be stiappud, bolH' J
KCtt)<^r, and to ihe wallx, in a Klronj; niid siili^i
are frnined luio headt-re, the angle iron.-*, «lii. i.
shall hftvi" at !t-a--it two bolla for all ii'*uiii^ <i\ .
boll a for all bi-auis liJ inchc* and over in di pil
legs than *i incli iu cliaiiieiei-. Enoli tmfit mji!
m girdei-s, nhall hnvp tlie sanif i ' r
The anRlf iron in no ease !»lmll U-
nier lo which It Ik bullt^d.an(l the >i
one third the depth of beam, ex<'i'|ii mn iii.o i
^Vi liu'lieti wide, nor rt-qiiiied lo l«> uioi'm lliai
iron or rolled-t<l»'el lieanis H inches drep and u -i
10 their depth. If rshliiiR on n wall; U lo lii hu'li i..-. •
of 10 Inches, and all beams nioie ihan 1 ! inches in ■!•
of not lew* than IJlnchen If reMin»: on m « nil. \\
supporta, and art> properly litd lo the ^.lo
rred than one third of tlwd-jp'h of il
II be »o arraOKed bh to spaeiiiK and ■
supported by them, toRetliei- wiih Iho "
construction of the ^aid lli>or8, bIibII not
of nioiB than 1/iiO of an Ineb p.-r lioeni-
tOKellK'r at inlervalH of noi o
Uiider iheends of all In"
■tone or fast ti-oii i«iiiiplatr
!]«..-, "i :■■ ill r.' iiifli .
ten; •' \V ilU-■llek^
in I.' '^ than VVv li"
than 1-! iiM.ii.'s loiiK.
No ca«( Iron ix'nt or culiiiiili aliall lie uued lu Kay '
thli'lni. ss of >Vuft tliaii llirt'e (|iiiirier« of all iiieV
Hill I '
dill.
lo..
s.l>.
J
Il-Btau, A oC tona. aor iMora tkMi TOO
jiiUi* abcll to iMa Umm M iMk t«
IWl not be less tliM W »«>> <« 4iMMMr.
ihtcliM apart id asy oaao. Tbajr ■kail ta
M duJI not cxored MHO Ma. par aquMa
bf lite tliicknoaa of Uie Plata* UmMfk
rirdrrs sliaU be propoitMwd apoa IM
lord SI I aim are reaiatod eattra^ by Ike
'iio alieuriQif scnUna are laaiaied aoUnity
eb iliall be eailmauni aa Bange area, aor
af the arele-iron whicli Ura acainat tlte
llresof itraTlly of the danKS arvaa will
of (lie fcirdrf.
low York contain a mr^n ammiDl of itr-
«. and penaliit>a are profujrd for tIdIs-
rtiurnt of Uuildintn, etc.. Cbapter ir\
jlsbml by Bakrr, Voorbi^a <JL Co., timw
bAD ON FLOOB8.
Iiixdnuni load ix>r si|iutnf fool ol rttxir
anne cn)wd. (oiinlderable Tariatlon Ix
' auihoriUfK, au the follnwluir lalilf
laay »uihoriU»
»)
|yln»«....
'«y bridges aucordlng: to
Welubt of Crowd,
|b«. perm|. ft.
Palaee
1^ at Melbourne .
i
100
lao
1*0
IM t
W.4
;<m1
Oil BtreiM*," p. (JIT) . . .
by crciwdlne a niiiulwr of
the nifMi Iwiii); hkIiiIv pock'Mj »n n« to
' (•(.■(•till* lui llif ("InlrwKVH (»nd |>la(fnriiiK
[ OP Fl^OOUM.
rbeania: kihI Id do amw
0«a aparclfled. ualaia a
I Of a ":—.••■> ..
.ria
(koii'
•P^'- ■-■■'- i Hatr.
I fmfttuntimUim mttuiiiii tUmtrtiy Umm uf
, Ooor-aauB* la two iMvta. wMt> a a«aall
MotHaiMa aMjr to aaeurari. u^imt tl ito
MarffM.
MMk tat (to UrMaMt to Ma4 la Nayae*
m4 loaw Uf wMac talf ito tiQum vttm
aawniiliWxJwtoaaawiiWilflk
tS «aa aomatmtmtm* ta Oia i aMUa
niilcli wuuld ainouDl to 171^ IbB. pnr iiqimi'f foot. leAvini; 1!
foot as a safe load to t>e earned U(>on stroh a floor. If tj
apriior, the result of KTljj lbs. would be miilTi|ilifd by 0. '_
to 115 lb». The welj;lil of the floor, in tills insUiiice anv
would leave llie safe net load as 00 lbs. p'-r square foot f<
Table II applies to tbe desUta of tloor?< tvhose streiiKtli
of that necessan' to mstain thi> weight, in order to nie«^
delicate or raplal.v movinic inachliie.iy, to ihi» end that tl
lortion of tbi' floor may lie reduced to the least prautii-jt
In ibe table the limit Is that of load nhieh would can
beams lo a curve of wliicb ttaeaTeruKS rauiUi^ would be li
This taole In baHed upon a nioilulus of elasticity obtaf
(ioriK ii|H>n the detlectioti of loaded Hlorehouse floors, aini I,
IbK. for Souibcrn pirns; tbe same table can be applied
QiodiihiH of elasticity Is taken as l.;>OU,aoi} lbs., if sis tc '
SoKllieru pine is taken as the proper load for spruce;
desifi^ititiK, the load slKiidd be increased oue and two thi
diiiienalon of timbers for this increased load as found in i
used for spruc«.
It can Also be applied tn beams and door-timbers whio
each end and iu ihu iiiKldle, reaieinliering that tbe del
supported in that manner la only four tfutlis that of a b
which rests at cjtch end; that is to say. the floor-pliinki
lialf times ns stiff, cut two bays in leiitflh. as they wouli
bay in length. When a tloor-plank two luiys in lengtll
three sixteentlis of the load on the plank is sustained by
end of the plauk, aud ten sixteenths by the beam luiiler tl
plank; so that for a completed lloor three eiirhths of Ihe lo<
iHinrtI by llie beams uudpr tlinioinis of ilie plunlt.nndfiveei
by the lieunis. under the middleof the plank: this is the reai
laiR'c of breaking joinis In a floor-plank every three feet It
beam shall receive an hieiilical load. If it were uot so. tbr
wholi> ioad upon the floor would be sii!<tH|ned by every otllj
el^lilhs of tile load by the coirespoudinf; .ilternnte beniiifl
Ri^i>ealir]:^ the ff)riuer exainiile for the load on a uiillq
plive beams 10 X 14 ioches, and -JO feet span, laid K feet on (
11 a 1 X M Inch beam should receive til lbs. per fool of s|i
sq. ft. of floor, for Sontliern-pine beams. Deducting the wi
IVri 1b«. per sq. ft., leaves 57 lbs. per sq. ft. as the ndvisaM
If the beams are of spruce, tho result of iS lbs. should 1^
t
H OF FLOORS.
1023
Kd» Dpon Sontliern>wliir Benma
Incb la Widtb-
. J. H. Wixiilbiiry. )
at the centre nf the span, tbe beaiiiti wUt xiis
in the tal)le.)
«pth of B«aoi Jn indies.
H
8
10 II l!! IS 14 IS
16
in jioundg per foot of Bpad.
170
6><
T7«
960
07
447
540
6«7
.'40
314
397
490
«4
340
S04
875
45
ISO
840
896
If
151
lai
240
»7
127
161
m
Si
:o7
135
1B7
70
no
lis
141
6G
7H
99
r.'S
S3
68
m
107
44
SO
7«
M
41
S3
67
Wl
sa
47
60
74
43
54
ea
iffi
49
m
44
54
!.
■M
...
GO
4.'>
807
593
454
359
890
»to
SOS
ITS a»
ITfl
151
13.51
107,
98
m
78
71
65
60
55
638
684
501
4oe
835
888
£40
■Jff!
180
1.58
140
3-i1
101
i»
84
7"
70
(J5
0«7
640
448
3<&
8S»
a7«
240
SI I
1«7
167
150
135
122
IIU
103
g>i
7ftfl
t!l4
508
474
3fi4
814
if73
•J40
817
100
170
151
139
ia7
lit!
107
08
npon Sontliem-plne Beama anfll*
Standard Limit of DeflectloD.
I. J. H. Wijoilliurv. I
li of Beam [n laches.
sis 10 I U I IS I ]3 I 14 I 16 I lU
Munds per foot of Span.
ite
1 359
\x
18C
S47
w
138
181
!MI
71
101
ISO
185
34U
aw
S«
sc
110
14G
:w)
241
801
48
66 m
1H<
IM
195
344
30IJ
38
M, 73
B»
127
161
•WJ
a4ti
801
ma
45 ca
82
107
133
109
3UN
•25:1
m
3H| 63
70
«I
11(1
144
17H
31S
m
8)1
45
Kl
78
100
I'M
153
l«(i
^
29
40
53
ee
87
108
r«; ICJ
ifl
»
35
4«
«]
74
85
)17' 147
in
a
31
41
53
OH
84
KM lUO
ai
*r
8?
47
00
76
m
11^
IM
25
83
43
54
US
tin
101
23
30
38
49
01
75
91
SO
r,
85
44
55
68
88
»
38
40
50
63
75
IM
39
87
8&
87
43
48
67
\ 4a
\3
"
"-
....
i
.0800
,04.12
.{ma
.07BH
.Ott7i
.13110
. 1 *S'.'
.1728
.33.53
• •-•TOO
.3073
..1408
.S8»«
.4333
.4800
.8f»»
IMt «t fMoa K I drae s ,
A dym- f» thm for<» wlik-h. Hrting mi o initMi of one
pecoiifi, will iflvw H A veloiliy of out! cviilirnetre fwrsi'Conil
one grBiiiinr III lAlltade *>" to 4V isalioiii, 'JtlodyMfis iii tlif e<
nnd lit iliv \>^^\ft. nearly MM d.viie«. Ttvkine tiie value uf
clue tu itraTltr. Iii Britian meaaure* at &!.I85 feel |ier secoq
iiietrp = 89.37 liicb«s, we hare
t gr&mine
Unit ot work = 1 erg
8S.18& > 12 + .SM: = Qm.OOd]
1 (lynpeHiitlinelrf = .OOCXXXXK
Unit of power = I watt = 10 iiiIIIkhi eiv* iwr second,
= ,7378 fi>ol poiliicl ptrseoijiiij,
.7:i7S 1 ,,, -
of I horse-power ;
sao
TW
C.O.S. tTnit of maK'MtJHm = the quantity which atti
equal (iitaniit^ at a cfnlfmetri-'* distance with the foroe <
C.ti.S. Unit of i>lwlrl«il nirrenl = (lie ciirrtnl which,
ItriiKih of 1 eetiUrriftre of win.', nols with u foror i"f J <\^
iiiaKUetisni illstHnI 1 c«iithiietrtf I'rom every point i>f the v
Hie I'.ininifrciiii tliiit of fiirient. Is one tenth nf the P.f? S ii
The Pradli'ttI Unlls uaed In Klcrtrlral Cali
.^l(lJle^e, llie iiiitL if curiviil stl-eilK'tl. or iju»i of lUiw, lepr
I'lilt. the unit of eleotro-molive force, electrical pressurr,
pot«<iiti(il, repre»enttil liy E.
O/iMi. the unit of reniKtniicc. ri'pri'Senltsl by R.
Coulomb (or ainpere'eoMiiili. \bv unit of quantity, Q.
WatI (anipeiv-volt. or volt omi>ere). the unit of power,
df'iH/eivoll I'Olil-iiiilK, the unit of enei'By or work, W.
Fai-iui, the unit of cflUHL-lty. lepiewnted hy K.
Htm II. the unit of iiiriiiiMiMn. reprewenieil by L.
Vsltii^ leiters to represent, the units. lli«! relntioiiR beti
expreH^ed hy the fotfowiiii; foiuiulffi, la which / ropresei
7'uHe lioiir:
c=|, Q=C(, Q' = CT, K^^, h-=qe;
Oy MEA&LKKMKNI. 10;i5
I
ri aduiKed at llie loteniatioiial Khiclrical
OB wstablislieil by Act of CoiigreSi* uf tli^
rr(>IUi«>:
U3 in« lui- 1,000.000,000) udUk d.* rrsislance
Bttented bj^ the reHiHtAiioe offeie<1 to liii tin-
luiiiii of iiiiToiiry ill 3^' ]■'., 14 415^1 gruiniiipii
Clonal nrt-A. ami u( itip leugUi of lOU.a L-«iiti-
iltof uurreot of (lie C'.O.S. systoin, ami In llie
u*nj'\ iUK current which when i>as^Ht'<J tliruugh
ill water in aeoorilaiio; with tuAndard np«cl-
rate or .0011 IH Braiiiiii« |hm- socoiid.
ve forces that, nleailily ap|>lie<l to a coiijtictor
will iirodiioi- a c-urr«r'ut of oi>o niiipf ro, and in
'1484 vor .0074) of the elrctro-mntlvo force br-
I of II I'lurk's cell at a leniperatiire of 15° C,
|lKM'li)e'l 111 >Iie standard opeclflcatiguti.
He eloctric-ity iraiiHferred by a current of one
>f a condenser charged to a poleutial of on»<
city.
1,000 units of work in Uie C'.O.S. sratem, and i«
!D«r£y expended iu one second by mi aiiijicre
00 units of power iu the C.U.S^ ayHlenii and Is
»ork dtiof at the rate of one joule iwr gecoiid.
tnacireiilt when the eie<.^troiiiotivi' foiv-e in-
it, while the inducing currant varies al the rate
6 defined, are called the "international " ohm,
from the " legal " ohm. B.A. uidt, etc.
'mined by a coninilttee of the Itriliiih Aivtocia-
unit, was llie reslMlftnce of a certain plei-e of
idon. 'I'he so-called " legal " ohm, as adopted
of Klecti'ii-lans in I'aria in 1884, was a corrxv-
laa defined uh tlie resistance of a coliiiim of
ill auction and lOti cenUmelrea long, at a t«ui-
> B. A. unit*, t B.A. unit = 0.9680 legal oliiii ;
8 •' " I " '• =fl.9e«lnt.ohm;
S legal ohm, I legal olim = 0.9971 " "
XystavKD Ukitb.
= I inilllou olinia;
= 1 niillluiuti of an ohm;
«re = l/l(WOof an cmpere;
-ad r: 1 uiitiluQtli of o farad,
osa or Varioi-s XTkits.
= 1 coulomb per second;
= 1 watt = 1 Tolt-coulonib per second;
!= .7373 foot-pound |ier second,
= .0009477 beat-unita per second (Talir),
s 1/746 of one horse-power;
= .7378 foot-pound,
= worit done by one watt In one BMMadt
= .0001)477 beat -unit;
- iOM.3joule«:
= 737.)t foot-pound per recond,
= .1*477 heai-unll.M per second,
= 1000.748 or l.TKW liorse-powera;
-. 1 ,. power hours,
>t-pouiids,
1 - nits;
) ^ ....-....:. - 746 volt -ampei'M,
I = Hd.liOU font-pounds [jer minute.
»r^ deflasd in teiTns of one another as follow*:
luctfj liirpuifli which a curmil ot on« a.;\\vw
;lire fcToe i« oue volt. Ai»pei:«, vte «\vm«i.\V
J:
AND ELECTBICTY.
1037
ikI) & re8liitauu« of one ohm when Uie electro-
Ine electi-o-niotive forifirequireid to cause ti
hroiieli ft reiilxtniuv c^f one c^hrii.
MrcuH. — (Si.-f F.leitro-innKMcls. puge 1058.)
IS Elertrlral neaaurementaf Test*-
iiiiU'Sini's Pocki'iHiiiiV iif Elroirk'ul Kiiles,
lonV Uynaino-KliHfiiio MiU'luiiL'ry; anil works
and mechanical Ualta.-H. Ward
liictil Enc/iiifey. Feb. U5, IHUS. a Utble of nH«*-
I ineclmiiical iiiiilH, from wliicb the tabl« on
todlllcaiiuns.
:i<r THE FLOW OP WATER AND
ECTRIt'ITT.
El-BCTRICITY.
t. ( Volis: electro-motive force: differ-
in., in -, i-nce of poleiilial or of pressurH; K.
/ or E. JLF.
, f Olimx, r<?Bistuncp. R. The ri-sinlatu-M
witil increosesi ilireolly as tlie Icntctli of
■ dp the coiiductoror wire and inverKflv
tional ] "« "" '"''•tionai area,
id de-
nplex
f.
eond.
)lnnie
llnltifr
d in
culttc
|uiva-
le, tu
many
ItK iwctlonai area, fi oc t -i- ii.
It varies with the nature or quality
of tlie conductor.
Conductivity is the reciproctil of Hpe-
ciflu renixtance.
Amperes: current; current streuKtli;
Intensity of current; rate of flow; l
ampere = 1 coulomb per second.
Amperes =
Volt.-i
ohms '
Coulomb, unit of quantity, Q, = rate
of flow X time, a« amiiere-secoiidK.
1 ampere-hour = ."5(100 coulombs.
f Joule, volt-couliinib, IV, the unit of
fOAt- I work, = proditct of quantity by the
fall- elecfro-iriotlve force =vr>lt.ampere-
II: In I swnnd. 1 joulo= .7373 foi-it-pound.
ity lu J If (' (ani|jere8) = rate of flow, and
n Um*. E (volis) — difference of pressure
h the between two iioints in a circuit,
etierpv exp<'nJed = CEt, = C'Mt,
: since E = VR.
er.rt.- 1
B.OOO. Watt, unit of power, P, = volts X
UK in I amperes. = current or rate of flow
awinK r X difference of potential.
3 feet I 1 watt = .7373 footpound i)er second
ig the \ = 1/7J6 of a horse-power.
I Ampere and tbe Ktlner's Incb.
ler's iiieli Is detiueti as the quantity of water
rtuve an inch square In a board two indies
»lie iuchea. Here, an tn the case of the am-
' any atmtrBct quantity, sucli us ciillons or
■ to time. It in shnply a rate of flow. We
r, six Inches, a« the representative of eleeld-
le aperture reBtrietint? the fl.nv of wnler nmy
Siutance of one ohm; the tluw throuifh a re-
pressure of one volt is one aiP' w
-inch hole two inches lon(;un»'
of the opeuiuR is one iniuer*
e correct aimloKueof the alt
' or water, O.IIM gallon; thi
lurrrvfly *» ki» sec
■r taM<f ««fippr «i»» M ta.4lnnrttr Iia»a i
•di W <ke n^Kuwre «r » nrik . .f n ii » S In dlia,!
th» nuin of itw •»»•■ i*
'■rr«t, tb» wbnim <tf lUr >ri.-i>«.i mitr if .maxi
'-<- H>«*r»r «( 11 liiliii:!. R = — . r = -e- II«I
•r tB
■ <.'«•. aod ItMMt i^i <te teniwT*i*v ranuaeia
I'lilflh •■< — Hhiii. U«« <--<■,;: B, : R
nt ( oudart*r«.— Wrk trocwNUKtonaf f '*"
I c, <■„ anil Mvii.^tU an** *. •,. me tei* Uw s»aie i
rm T.t, ,
p. bIm aaD*! m t<t«eir «, o/ ■ nuMW (
■ro* Kith tbri
CMiwr. 'OandoemKr. or
^■^■(4 coadBMor, «Mh •■ par* com
^— iMi<^inH*GailolrMiiriTSr
XUkan^AL BlTntMKRKINO.
Al. MRSISTANrB.
I<— I p«steUUM>a,-T)ietvmi4u>ce. B,of
:lLailJ
fci»*Wtrtw<.l».wcMi;^Mid^n«iflerniit«irr»«.<'i.'
•ad
*t ai*.*'
r«»4artlT«tr af BUftrwtt Xatala fad <
• VmW twi»i»J ta ik» fcwMA latioiat ■■*>»■>« BkUm
"' ~ nW frUtltaalaaikrtuiuJmtHUjru'''
rr. ^aitilwr On . ... I?*
I&. AJI^or eoM and 'i^n''
ipL wa^ofaa iMft. ... ■
SB PhM BMtfa ila . . .
B. iwHianulil mwR'..
«■ m— II m T
n. OiiiiM alOi
M.* It;. Iliiiat I •••rro\jimJ liniDi'-
S I as. AnaAk-ml <.»prirr (10<<
» 'ML PMalMa .. . .... ..
»• [ m Bvaaar wlUi9Mortl«...
I «. Paranielra*
• ' m r^oipbor\nmm, 1« tin ■•
«»•• s.« m HMmhor naaar. ft plua.
a.S lac AtMmtmT .-.
I Mil II OUT bB railiietil lo i
ia\i— <jt t& iliamaU* al a t
■UB9ISTANCK.
am «f IMlTerent Jnrtala at 0° mnd.
fC, (HatUiiessen.)
71 .M
JO. 27
66.90
SOJiT
10.77
Tin
I^ad
Arxniic
A II 1 1 moil v
Moroiiry,"pure
BlitmiitU
OondnctlTltlw.
At 0»O.
*?• F.
is.ae
B.»
4.7V
4.6->
1.60
1.SMS
llat«rs III Order of (faeir Talae.
Infliilati>i-» ( N'oncoiiiliictors).
Klionlte
Di-j' Air
Shellac
Paiamn
Amher
Rf«lll8
Sulphur
Wax
Jet
Glass
Mica
Gutta-peix^lM
Iiidia-rubtor
Silk
Dry Paper
Parchment
Dry Lfaiher
Porcelain
OllR
rMiKtanCf of tliKiillml water is 67S^ million tlmos
tvllli TempeMitiire.— For everj' (ieitree Can-
(pp«r IneivaKes about 0.4jt. or for every degree T.
»pper wire Imviiie a roristuice of 10 obnis at Sa*
11.11 otimRatS-"" f.
g the amount of reaixtAnce of a f«w aiiluitanceit
puriKMies by which 1 ohm is increased by n rtie
0.
fJUse of R. of 1 Ohm when Hi-ated—
1° F. r C.
^ .oooia .Qooai
00O18 .00031
.00024 .00044
.00086 .00005
,00014 .OOOBO
.00400
iNllow)
me of hardnrss or 8oftni:>i;s of a mptal or alloy
iistance is lessened by annealing. Matihiesnen
> conductivities for copper and silver, the uom-
nre silver at 100* C :
Temp. C.
11"
14.0°
le conductlvitleg of copper, silver, and brass with
i the foliowiug resuUs:
Hard.
64307
.!..»• -. li8.SW
11.489
Ilectrica) Congress 18(>», p. I7B) saja f
lepeiiiisno lt<i conipoRillon. Motdiieai'
per. with a temfn.'rature L-nefflcientr
nr, bAn fouoii copper-DiL'lcel-£iiic aV
KIECTUICAL JENOlNEEBIIfQ,
I
I
1030
tnv" »'■'">■ 'i"'i t r»>«iislance of nearlj' :^8 Uiues I hat of copper,.!
|M<i ; alioiit one hnlf that given by Jlattfin^sfD.
ati'l Klec. C'oiiB., p IHJ) find that coiiptr htiB a il
Uuui-' ■■- -...!-. -lit of O.-IOCJ per deKtee C. bflweeii tlieldiiitaoll
MO" V.
Mandard of Healatanee or Copper Wire. (Tr(uii>.A.l
fl^li. Blid Nov. ItWO.i- MatihiesN>-ii'N Rinuilurd Is; A haixl-drsvn copp
1 m«lr» Umg, wel|;liliiK 1 ^raiiiiiio lia>> a rp.sistunee of 0.14C9 B.L
O* C. U B.A. unit = U>(89 UfiH\ ohm = O.lwefi internatioiinl olini,)
»Dce of luird copixr = 1.0320 tini«« tliat of soft copper. RelatlfoooM
power (Matthiesseu): silver, 100; hard or uiiantieaJeil o.>p[>er, 9B.99;
annealed copper, 108.21. ConduoUviiy of copp<-r at other tempeittttf
oi = r,<i - .00887f + .oooooeooat*^ H
The Nutitaiioe ti the r«<;iprociU of tli« cooductivUjr, &ud la ^H
Rt = fl,fl f .003871 + .00000597/«). m
A ooinmlttee of thA Am. Inst. Electrical Eng^lne<tni recommend tbi
Ing sa the moRt <x>rrect fonn of the Malthlesspn standard, taliiOKS:!
up. (jr of pure copper :
A soft cupper wire 1 metre lonfc and 1 mm. diam. has an elKlrld
ance of .O'JOfiT U.A. unit at 0° C. From this the regixtance of anoT
wire 1 foot loug and ,001 in. diam. (mil-foot) is found to l>e 9.nu B
alO*0.
Standard BesiataaM at 0* C. B.A. Units. Lei^alOliiM.'
Hetre-milllmetre, soft copper OSOST .OSO&i
CubloccDtimetre " ^' 0OO0OI8I6 .OO0001S98
MUfoot " •• 9.T90 fl.flia 9
1 mil-foot, of soft copper at 10°.Sa C. or 50° 4 F. . . 10 9
'' •• 1S«.6 " 60«.B F... lO.aO 10
' *' " 83MI •' 75* F... 10.58 10
J>)r tablff of the rttitianee of eopper itlre, see pa^es £18 to
pp. 1034, I0».
TakliiK MalthleKoen's standard of pure copper as 100<, some rtfl
hax rxhibited an electrical conductivity equivalent to 103^.
Hatlhieii«en founil that impurltiea io copper Biifficient to do
denaity from 8.04 to 8 UO produced a marked increase of ulectricalK
EbBCTBIC CURBENTS.
Ohm'* tiKvr.— 'riiiii law expresses the i-elalion b<4tween tbet
daiiieutal unlta of resistance, electrical pressure, and current. It I
_ electrical pressure „ JB . „ _
Current = — -^ ; C = si whence E = CR, and
renlRtance R '
lu terms of the uuits of the three quaoticles,
volts ,. ■ . TO
Amperes = -r ; volts = amperes >< ohms; ohma = — —
ohms amp
KxAMPLCS: Simple Cirauti.—I. It the source has an eilectisk
pressure of 100 volts, and the resistance is two ohms, what is^B
C = ^ = -g- = 50 amperes. ^
3. What pre«.<!nre will Rive a current of 60 amperes through a tm
a ohms ? fe=r« = 80xS=100 volts. B •■•
3, What reslHtance is required to obtain a current of ISO ami
pressure is 100 volts f i? = £ = ^ = o ohms.
T*>jft>llpwlnji: examples are from R. E. Day's "Electric ligu
1. The internn! rKBlnranceof n Certain Brush dynamo- inAcbia
and the external reisititance is 73 ohms; the electro-motivK fon
Mine beSrjg 839 volts. Find Mie »u<;B?.t.\v o{ the current flowing
C CT7RRBNTS,
1031
I K rmiHtance of O.K obms, while the re-
ohm, and that of the dyoamo Is 3.B ohmi.
ve force of the machine when Che strenf(th
)ert>8,
13.26 ohms; C = 14.8 amperes;
8 = IW.S volts.
data the average renlstaiice of eaoli of
The eleetro-motlve force of the maohine
ohiQA. while that of the leadine wire* laS
through each lamp Ih 21 amperes.
iDCe ill ohius of each lamp, then the total
(-S4-8.7.
\ ar + 6.7 = 244/21 = 11.81 ohm«, whence
nps were placed in series. The averaire
waa 39.8 ohms, and that of the dynamo
tt electro-motJTe force was required to
■trough this circtiit f
h 11,3 = 13S.1 ohms, and
1.S X ISO.l = 1M.9 volt«.
■Brtaln Brush lamp was 8.8 ohms when a
urouKh it. What was the electro-motive
• 10X3.8 = 38 volts.
&]vanic Cellf^ each of which had an aver-
M'ere joined np in series to one incandes-
nd produced a current of O.I IS amperes.
rent produced hy a series of 30 such cells
resistance?
he problem enable us to deternilae the
ch cell of the battery. Let this be repre-
l,(»X 16-f 70)= 118X445;
C? = 2 volts, nearly-
f I>art of the problem, we hAve, by Obm'e
60
W "" MO '
: 0-118 ampere.
tedt has two paths, the total current (n
istonces.
r the two branches, and O and C| the cur-
-jj, whence
[one circuit is said to be in ihunt to the
h arc or In parallel.
ooiuluctora are arransred o»"
ind the total resistance Is tif
■K,
Jliiiiple circuit we have I
llntemal parts of the v
I
mtv
JKKBNTS.
1033
uiiiall an 18 ooiniiiui'uially priieltuable, so
Uir b« wasted in heating I he wire. The
iS fuel burned in tbe boil<<i- to llie pl«H:tric
mechiLolcal euergy by means of Ihe l>oll«r
n<Hl into electrical energy in the dynamo,
led into heut in tlir electric Ifclit.
uctor I* itie «|uivaleut of the uiierity cauritie
idlturo of energy in watts = eleclro-molive
ireH = EC, and the energy in joules = watts
§= C"K( = ECt.
■a iFrom Kapp's Electrical TransmlsBioii
ter of (treat importance to determine b«rom-
ic to lie expected In each giren case, and if
greater thaji appears aafe, proviKiou must be
liicb h'aC is carried off. TDls eaa K'^uerally
frflolul area of the conductor. Say we have
lUareiiich area, and find that with lOOOaniperei
hot. Now Ijy splitting up this conductor into
eutli of a square iucb cro!is-s«cilOMal ureu. we
louut of «neri;y iransfunned into heut. but ue
Ep(M«d to tbe cooling action of the stirroumling
therefore the ten thin wires can disislpate iiiiiiu
conip;ireil Willi the single thick wire.
NnbaqueouM and Aerial Cable* (In-
fiiulta-peri-ba.). tl'rof. Foibes.)
Die -*■ Dlitineter irf conductor = 4.
ure of ftif = -in" C. = «8« F.
iinperalure of conductor over air.
Current In amperes.
( = »» C.
f = 25* C.
t = 49» C.
t = 81" C.
= J6.a« F.
= 45* F.
= 92 !• F.
= 146.8" P.
11.0
17.8
S4.0
S9.6
97.0
43.8
S9.0
7>.S
44.4
78.1
97.8
119
OS A
lOi
13T
188
SI.O
ISI
177
SIS
iin
1<VI
219
268
U9
W2
•a9
819
1S7
828
301
369
157
253
818
4i»
178
S8S
881
478
m
fioe
803
983
5S9
906
12«
1508
7M
an
iM
««1
MS
isa4
aoae
sses
1139
1848
am
3058
1830
SI 68
aM6
S»75
IfiSS
a47«
8385
4094
i7ia
K78S
8759
4611
im
mm
4178
5180
Insulated wire carries a greater current without
) if the diameter be not loo creat. AsauuiInK
l>e t» ice tbe diam. of tbe conductor, a greniar
ulatwl wires than in bare wires up to 1.9 Inoii
. of cnldei =. I times diain. of coudur
of oonductor.
-The uihle on paees 1034 and 108"
omn/lttee on ITnlts and Standard!
glneeta (Trans. Oct 1893).
I ' ' -~!!li^^ffn!lill!!l!!llli||i|||ll
ELKCTRiC CUBHBKTS. 1035
lliiiiiiiiliililiiiiiiiiiiiiissisiiiis!
liiiiiiiliiiiiiiiilliiiiiiiiisiiiPiiis
^a ftododafdoaaei'eiettttae'eiod«iddocictdbdoaoooddooed-a
iliiiiiiiiiiiiiiiiiiiiii§iii§i§iii§g^E§
eaaoooo« ooao^aasaesssesec^eoooc
•- « ot'sidw* lo *S « jp
a|li|iis§SSi|§Silil^
iiiiliiiiiglliligifiliiiiii
fitiotio^^^ii^^^ii^^^^^'^iioiiooantiti*^^ da dadoed do
»
|iilii||i|S|B§l||||
[iiilissiiiiiiif '
90aeoeee9e9e000oe(3eeaeeo4a4ss9ess3si
HI
illsissiiliislisssossssssssfssilss^
oti^^^o^^oo^^'s ^^9^9o^Ot>^ dddddddddddad^dood
n
S ga it D 3; 3S S; S8 S Rfl 8 9! 8 «
/v"^
« s sa ss s s s s f^T, s && a U^ ««,ik% %«
1036
ELEOTaiCAL RKGINKBRINO.
The data from which the foregoing table has >
Mnilhiessea's stBiidnrJ lesistivuy, 5Iatthiess» i
clflc graWtf of copper = 8.H9. Keaistaoce .i
specin
ohm.
Marthh*«foV( (rtsndnrd 1 nretre-ip-amrae of harvti
B. A. U. a 0° C. Ratio of i-eslstivliy harJ to soft '•■■'
MaltlilesseD's staiidni^l 1 iiietifgrainnici of
B. A. V. ® 0° C. OtiK B. A. U. ^ 0.08156 ioCeriiB
Matlhkiweti'ii standard I metregramma of bui. —
iternaUofMl ohm &Q'C
TVmperntttTe cofnich?iits of nwtstanc* for 90* C, 30* C , anil I
1 foot = 0.3IUB0S& jDe(r<%
t1 awil, anil MWSl rcspcL'tivelj-.
45."! .VI-JM grnniini's.
Ileatlne of Colls.— To calculate tba bwn.hig of a ooU, |
Iilie surfai.* ami it» ii';i-iaii.'<). i F.>rlit>K^ >
Let p = tbfi rw.1- . ,t lt»e prrmterfhle
ttlieri~r •»BSf(1 by ISof ifni
6' = the suii.i. --. - ! ini'njiureit in square i
(I square cm. - . )&.'< ajuare inch; 1 sq. in. = 6.«s M)u«rcf
t = the rise in lempfraiure, coDiigrade scale;
O = the current in ampere*.
where « is McTartane's coogtaatvarviit: lo nnm n* i
^valut: may \»e taken. If SO* C. b* the pem, m tviupni
-/
0008 V 60 X a'
..»^,
BXAXTLK.— The reristancfl of the Aeld-ioacDeta of » djraMOA
colli, Biii the surface exposed lo tbeair is 1 aqoare ni«Ua; tmA
to beat it not more than W C.
Here S = 10,000; p = 1.8 ohms; and C = .I&aJ '°'^ = ;
«t9l
For the heatlne of coOs of Aeld-magnets Sir. C. Hering
ersT <li''sip»t«n for every SS3 square inches of c(>j|rnjr^
.|rn»r-
lemperaiure cd Uu:
square
_iegree F. of dlflertince between the te
toiindlnf: air.
W=CE - \/-ii»TS = O.nOHTOra, in which »' =
degrees Fahr., and S = square inches.
C = ,^^ ^ is the greatest otirrent wkich oaa be luie^l la tkr i
a shunt machine hnirinfr a certain jiregsure in onler that ilu>y do anij
above a certain temperature. Thus fur a rise of teinperalurw <s>f M* 7> ^
the surrouDilinjr air,
MAC* 0
^~^^~ '^^' Bubrtitutiocforfltai
Hering ril^H
rn«r-a^^^^H
WAtU lO^I^H
U 80* 7. ta the nasimtim dKfgrauea tt
taa
o =
t&B
= .86|=.60^.
C7»/? = l/SSSrS, weB«tV =
Th* formuia oan Im used for series machtaea wiusa C ta I
With a pennlsBlMe rise of SO* F or W T., we bav« rvatv^ilT
' the eoil in eqtiaec Inehes max ^ funad fniB
*«/;^' ioscs iiac*K
¥■
CUBEBNT8. 103*
F. or S0° f., reapecijvely, the surface will
SIT; and S^—"^^ 2 8m
I. Pre«ce g-lvtw a foriiitilH for (he eurr»ul'r»>
nt metals, via.: C = »di' In irlilch (I l» tlie
riHuleut whose value for rtiffpreiit iiietats id as
HUm 75SS; platinum 5172; Oeiiimn ullver SSSO;
^04'^: leud. 1379: alloy of :.■ lead auil 1 tin, U18.
I Wires whlcb will be Fused by •
kS for tin = 1370 tor lead = lOOU for copper =
/teadWJxe.
Copper Wire.
Iron Wi™.
DIain.
Apnrox-
8.W.G.
Piam.
i'^rS:
Diam.
V^.^
iMtea,
inoliiM.
koelMa.
.omi
8.5
.0081
47
.0047
40
.(»»
m
.0084
48
.0074
36
.0168
srr
.11044
41
.WUfl
33
.mu
«&
.0063
39
.0117
31
.o^m
28
.OOBi
38
.0I9S
80
.«37e
SO
.0008
9i
.0810
84
.om
18
.oisra
30
.08»3
88
.«M»
tr
.«15i>
M
.0343
se.s
.OflOO
IS
.0181
•x
.0806
19
.vrn
14
.oaB
25
.0450
18.5
i
.0804
is.a
.0-3-i7
SI
.0198
18
i
.0844
13
.0:248
S3
.0545
17
.1021
13
.03M
St
.«m
10.5
t
.1011.5
II.5
.tmn*
ss
.06$]
16 J
.]'i<)7
10
.03-«
St
.0714
15
.1871
O.B
.03«0
30
.0791
"
»
.149S
6.3
.OSli
19
.0804
18.6 1
.lOSI
8
.0430
IS.S
.0985 13
»
.I7W
7
.OJ.W
18
.1003 13
.1864
«
.OfilO
17.5
.1138 , 11
t
.•ITD
S
.oer-,'
17
.18W 1 10
.8379
4
ocas
10
.\»n 1 9 5
.»78
3
.owo
16
.14SI 9
1
.8780
S
.ora
15
.laiK 8
i
.SSM
0
.0841
13.5
.1648 6.5
.««17
00.8
.09»
19.fi
.•J0«0 5
■ Beqi
lired t
o Fnae Wire
a According
thePo
rmula
C = adi- 1
1-
a
Tlo.
= J«9.
L«ad
a = I87S.
Copper
n = fo244
Iroo. 1
a = 3148. 1
W7
8T.J5
91.90
«81.8
71.81
HW
M.M
».»
)«S.8
50.90
1
QBie
IT.S7
M.BO
107.7
88.10
m
'!:§*
S.4I9
flB.97
81 .BO
fl.4«l
48.00
14 75
no
5.857
4.409
83.43
10 or
MIS
s.gos
8.330
84.74
-
(
iSftt
s.nw
S.483
19.44
1
E
UBl
Z.a87
t 904
ii.ia
i
liin /
J MS
/ J.C48 11 .to
J
[
^^
■
1038
ELECrniCAt. ENGINEERtNa
EliKCTRIC TKANSlWiSWI©?!.
f
■ Croaa-Metlon of Wire Required for • CiTen
^mCotistaiU Current iSeriet) .Sj»(e»i.— Thei cro8s-se«-tion»l fir^ rt i
^■iiecessary in any circuit for a Kiven constant cur
^Hence between iht^ preKsiire ut the f^en^ratiur
HFpi«8sure requiretl hr all the apparatus on the ci
of the circuit. The" following formulae are g^^t^u m > "'^
Eogioeering:"
If F = pressure in volts at generators: ^
V = sum of all the pi«s«ures On volts) required by apparttim^
ill the circuit;
n = toial U'Dgtb <aoinK and return) of circuit in miles;
C= current in amperes; ^
r = resistance of 1 mile of copper-conductor of 1 Mill*™ tii« *■
area in oliiiis; ^
a = required cross-sectional nrea of copper ip square ioebc^-
^V It (teneraily happenx, however, that we are not Itml <1own ^
^^ value of V, as the pressure at the ^uerators cni ' ^ > -
suit requirements. In thin case it is iisiml to li- •
ileienuiue the crossj-seciluiial area of copixM ill i
If 1) = current density in anipere» per square mt-n tinemtinccl
If we take the temperature of the conductor when ibe
Sowine for some time through it, as 80° T.,
O.OUSohm, and a =
O.WaSnC
V- V "
I
I
C
" = ?.•
The current deniiity Is frequently taken at 1000 anipereit to tbeaqnal
but should in general be deterinihetl by eccmomknl conaidentiM
every case in question.
Altoimble Current Oeiiiity in In.tutated Cnhle*. —
insulated cabins in castiii; g^ve the results shown t>el(t\v hut tlu
nrmnlioii or correction of the current densities peiim Mfl
of insuiatHd cables run underftronnd. C uml f » ar*-
aiHl llie current density in amperes per squart* inch, r- ,
mine the temperature of the conductor by the oiudUm: ot <
tDdicaied by the sufBz.
No. 8.W.Q.» of
Strands, each Wire,
19
87
SO
14
n
14
Area of
Strand in
square Indies.
0.0079
D.035T
O.0977S
0.191
Ifl
SO
1M
SIO
S.IMO
MOO
LSOO
1,100
Conntant Proaanre (Parallel SyFtem).— To deterrobM dw
pressure in a feeder of given sise in the case of iwo-wire iiaralle) 4lairl
Let a = oross-sectionai area of copper of otie ^onductcrt ot
square inches;
n = leuicth of feeder (Koiiig anil return) In mdea;
C= current In amperes;
F — ti = loss of pressure in feeder in volt»;
r = I'esistance of I mile of copper cotiduotor ot I (
tional area in ohnis.
a
Isrd lOrttiBh) inrv-fMlg*.
kNSMIBSION'.
1039
iductor with Ibis current flowing Id It !■
and V - V =
o.oasuP
thf c»i>e of a three-wire feeder, let piq, and
jnduetorK, mid let p'q' rvpreseat the middle
pu feeding-point and q, . g. g, at Ihef^eiieriit-
1 eacb of the outer conductors in square Incbea ;
! middle conductor;
3 conductor of ferder ;
jid p' 111 volts at (teiieratlDg station;
ud p, in voltii at generating station;
jid g' in volts at feeding-point;
nd (2g in Tolts at feeding-point;
[lereis;
1 pores;
ot copper conductor of I square inch sections]
1 = tr,, and if Pi is Rreater than C. , Vi !h greater
! pressure in ili« middle wire; tlilx result shows
in circuit with the two outer conductors.
a; ihf n, if tlie greatest want of balance lielween
B of tli« Ihret--wirti system i« in* percent of the
heavily loaded section, and if G, is the maximiuu
er conductors of the feeder under oonslderatloo,
'■ in \
^C 100 /' *"'' "^"**^''"'ntly C, - Cj win iiot be
aoo-fm_
aoo ' '■ "'~ a '^ aoo
I equal to F— the pressure required tobeniain-
■ig-poliit — we can calculate \', and F, foreiveu
loying tlie valueof m, which we esiiinata i<noiild
e.
>w that the difTcreiice io the pressures required
3 )«ctioiiB of a three-wire feeder Increoses wltli
seder ; hence the regulators on eacb of the outer
Ivalent to a variable resistance having at least
irea of the middle conductor one half of thai of
%, but this Is not Invariably the case.
roiD the law C = =■ it is seen that with any pres-
n
lecome very great if i?U made very small. In
oe beeoines^riiall snd ibecurrent therefore great.
mlroiiitint'- n onrreiii.
e Tranamtiialon. (R. O. Blaine, Bng'g, June
rule for the most economical section of conductor
I to m may vary from 10 to 'JS. according to the
f custoruem to one section or the other. •— '— "^
tnditlons. At a certain station 8iiupi~
ore system to shout SS.QOU li c.p. wn
MOMtded 7 or it.
«
1040
BLBOTRICAL BtfOINBERIKO.
in that for \rUoh Che "annuEU Interest on capital uuUay iti
aanunl cost of eaergy wasted," and its practleaK>ulc-oiiiel*||^
tbc copper cooductor sliould be such tliat luc rcsiatanae
(C helng tlin current in ftiniMTfsl.
Tables have bfeo compiled by Professur Forlxra and othr-n I
with modUlcations of Sir W. Tuuiuson'a rule. Kor a fiveo d,
power tiie question is merely cue as to what ciint>iit den*l(y,«
iiiuperes persquaru inch of conductor, Hliutild Ix:- employed. '
«ou H rule g^ives about 393 amperes pernquaiv im-d, and ,"^—
tables— for a inediutn cost or one eleoirVnl Imme-powa
curi-Biit density of alMut 380 smperws p*-r »)iiarr Inrh at .
When iL giceii horse-power Is to be dp|iviT»'d at a plvpiii
Ik soini^whur different, and Profestore Ay rf on and Hfrry iKIt
IHSOI httvi" shown that in that case both tlie curivnl aod
variables, anj that their most («(jnoinloal values may Iv rountll
formule:
C=^(J+fiiuW, und r =
II «'n»
HIT < I -(-sill ♦;* '
r-^il-iuiu-^ la<
in which 0= the proper current in amperes:
mile which shoulil bo given to the conductor; P =
volts; » = nuinbtT of miles of (>onducfor; in = pen
■A = 8Uch an angle that t»n<^ = nt -t- P. t being n .
the price of oopi>er, the cost of oue electrical Lomepow «i .
may bo taken as about 17.
lu this case the current density should not reniaiit constant
diminish as the lenKth increases, being in all case* less Utati I
by Sir W, Tlionison's rule.
BIxauplk.— If the current for an electric railway Ii> u-'n i<i m
horHe-power being delivered, find tlio wa.>»t« of pov.
diictor, the distance belnc S miles and there being ft r^
Here n a 10, / = IT, P = 000; tail * = ITO -<- SSJO = t^.-i, -,
.0477.
Henw most economical reaiBlance
»00« .6477
*■ "= 10 X 74«M ^ 1.9477i = "'*'* <>*"" P**" *""*
or .l?r9 ohm In its total length.
The moat economical current, C =
'<S0O
800" ^ '•*" =
iPR _ »ii.aB« X liwi
748 74« ' J
Tlie following tables show the power wasted as heat In tb* eop**<
llie power wasted In heat,
flU-aeamf
64.™ horse ^o*«
HUREI-FOWER WaSTKO IN TlUNBlllTTIKs PoWKR ELi
UlBTAXCK, THF. R.VTEHISO PoWItR BEINO FDCKD.
AX) VOLT». L'iMtRKNT DENHlrV, 380 AMPSIIKS PBS
Horse- p<>wer Wnsted, the
DIsiH ' ii'h the
Power t il l«»lnji
one .'' > i-iaK a
Relurii t uluiiicuir).
1 OM
8 387
a.6M
8.318
is.aoB
IS.OH
39.9)3
Dow po*»r*j
DUtaac* n»r I
■poii-fir al <fc# g*n*mtor
n
mtr
H
TftAKSMISSlOX.
1041
TIUMOK, 8000 VoLTI.
Horge- Horse-
power I power
fasted. Dis- Wasted.
taoce Flvti Distancti Ten
Miles. Miles.
8.ai8
16 em
33.878
41.59
08.M
83.18
166.80
I
16.630
38.971!
e«.M
8S.18
IS$.08
166.86
usa.TS
Horse-power
"Wasted.
Dis lance
Twenty Miles.
8»,87
60. B4
133.08
160.36
166.17
666.44
I
numbers that when the cuiTeot deDsIi.v i!< fi.KeiI
loual lo theenleringborse-poweraud Llit? length
iversely proponional to the potential. For a
tay be simply stated as
W = 10.6858 s X i,
id P the pressure at enirance, and / the length of
IN El>ECTniO TRjkNBHIflStON TO A QlVKM DiBTlNCK,
UVERBD AT THE DISTANT END BEINO FIXED. PKKa-
110 Volts. Ccrrknt a*'D RiCdliiTANCE Caloduatko
it's BVLKii.
•power WaSited,
tlance to which
Ht>r»e-7>owor
Hortie-power
er is Transmitted
Wiutleii,
Wasted.
One Mile (there
Distance Five
Distance Tea
iloga Return
Miles.
Miles.
Conductor).
1.876
6.476
8.630
3.363
l«.9Sa
I7.i!4
e.TOl
i».IW4
)t4 48
e.36
as. 98
48.10
is.4oe
SI .608
68.96
) 16.76
64.86
8e.w
88,58
iM.aa
m.4
PWsftUsE AT Gntrance, SOOO Voi/n.
HorM-power
■ted. Distance
Horse- power
Wasted. Distance
Home-power
Wasted Distance
One Mile.
Five Miles.
Ten Mites.
1.716
8.484
16.761
S.4SS
16.968
88.586
6.884
38.988
67.063
B.E8
4«.4« i
83.815
18.7aH
67.87 1
134 104
167 68
17.16
84. B4 {
34.33
108.68 1
835.86
trsent in, is = pfjwer delivered la watt*, '
ADce In ohni.s per mile, P = prMaiirft
bar of miles of conductor.
I
I
I
0*rf -♦- 746 = JST; it- = 746H - OV
r ^^
^^^^^1
1042 ELECTRICAL BNQINEBBOrO. ■
and the formule for best curreot and reeistance becoiM ^
„ 7«H- Cr,, , ^„j,,. ,
P*
.^7^
C== p (l + sin*), r „^-4Ba_<,.
*'44lfi tin ^ ^^1
Knergy wasted as heat In watts per mile = C^f = ^ , ^4 H
Horse-power wasted per mile _ H , _ ^^ ^ ^^^^ ^. ^m
{i> = ftiiRle wliose tariKPiit = iif -t- P. and the vatiie of / eom^B
current density of S80 unipei es per sq. in. is 1« fl*i. 1 ^M
TABLE OF ELECTHICAIa HOBNE'POlA
Formula , ^<""' '<^^'"P-'^ = H.P., or 1 volt-aoipere = M
Read amperes at top and volts at side, nr viet attt^*
u
I
i
s
i
TollH or Amperes. ^J
1
on34
oowt
mtos
.0««7II
10
w
90
40
SO
40
TO
«e
"In!
.0194
.OtM
.0403
.0633
.IM70
.09(3
.oi>:iii
.OMH
.Iii7i
.1541
.0403 .0(30
.mm .1073
.IMHJ IMS
.\wi .ai4»
.Wir .8681
.0170
.1341
.son
.3(31
.93U
.0«04
.14M
.341.1
.3517
.4032
.003; .107?' .tWj' IMfcj
liiirs '.'. '^
e
7
10
.MMH
.OMa
.oi«ie
01341
.0304
.Ota*
.lOM
.I30«
.1341
.1«W! .t413 .3117
.1377 .J815 .Xita
.3145 .3217 .43iW
,S4ia jei« .tif*
.3MI .4U3S .6361!
.tat
.0032
.47(13
.41M
.Mat
.(434
.7330
.8043
ji(.i« .(.< ^
.(U3| .; ^
11
13
U
U
.01476
.oiaoa
.01743
.01877
.OMll
.1476
.MM
.1743
.1377
.30U
.»4II .4484 .mil .7373
.3217 .4aUi .IM.-M .MM.-!
.34K .Ii!»3 .W70 ,II7W
.3753 .M30l .7B07 .9SM
.4023 .1093. .W43! LOW.
.8847
.»65i
I.OM
i.iai
l.9)M
1.1'..
Mil.
1,K»
1..M4
1.40*
l.;tM I..S4* i }*i ,
I.Ml 1 sn I.TTi
1.000 1 MO veu I
M
17
M
M
»
.OilM
.0W7I
.«Ht3
.<»m;
.(HMl
.tub
.«4I3
,«M7
.Mgl
.4230
.4»8
.439S
.MB4
.i>3«3
.4434 Mli
.(«37 .1)115
,nS9 .W63
.7»ll l.OK
.8043 1.07S
l.ft7i
iiie
1.308
1.273
1.340
l.»7
i.:i67
1.448
1.338
1.80*
IM-I
l.ftM
l.BW
1.7i^
i.nr
B" i
y
.OHIS
.omo
,030)13
,03817
.03391
.3t>&
.S»4»
.30(3
.S«7
.3331
.«tM
.<4S<
.4703
.S41S
.km;
.084?
i.ooe
1.IS4
1.180
l,!S3
i.ai7
1.341
1.408
1.475
1.M8
I.4W
l.«7(
1.(81
I.7H
1.860
I.U30
8.011
I.IM ; ■i.K-: ■i.-.-.j j.oe
t.iea 1.(74 •.«M un
IJM 1 tlMII .-< Ml* IJU
1
.»3<1B
.MM7
.04l«l
,34W
.3(10
J763
J3(7
,40a
.•071
.7331
.7607
.7776
.K143
1.04«
I.IM
1.134
l.M
1.W4
I.XM
1.443
l.Wl
I.H6
LOOO
1.743
1.(10
1.877
1944
1.011
1.001
3.173
3.SU
1.3»
3.41.1
3.41'. ' " ^- ■ .ij '
3.r.- <
S.'T:
».;
SI
■at
33
34
3»
.OUM
.OUN
,01«M
.OtSM
.OtOM
.41M
.4*30
.44M
1^
.3311
.3S7(
.3347
.«I13
.»3«4
1.847
1.887
I..W
l.a«7
1.40(
1.0««
I.TK
1.743
1.(33
1.377
3.078
1.313
1.170
134(
0.403
8.fl;i
If.-
s..
M
N
M
.043H
.04M0
.OMM
.•UW
.uutt
.'"■■' '" ■ 1 HR
IKS
i .■«
•: i W*
.Wf.- 1 11;.; l.MM
1.030
1.3(4
S.033
£001
3.1411
1.413
1.430
1.M7
(111
1(81
11'.
8.1''
S.I
3.-J1
It
U
u
.0S4K
.0e4M
.tern
.mm
.M«6{ I.090 1 1340
.MM) l-l« 1 fW»
.«i«4' 1
Mm I ■
.mm 1
3.IN
1.713
■f
Miti .(.lui
• '•"
P—
m
..../^
1
4 L'lT i.avT .1..1K (-gLi? ai^
t m
b
d
■
■
^^HoTKICAL UOKSK-PUWERS. 1043
HiCAL HOR8S-l>OWEBS-{Coit(inH<»(.)
H Ton* »r Am|i«T«ni
l
M
M ;» 1 n
*6
16*
lie
UO
i.«m; 4.tMi &iir &.iiw{ 1.06
«.iiHi t.m 5.6ao «.U4' 7.ns
t.9S;, Sl1»I O.nw II.VTU T.MS
<.Dn SuOo (.sen ;.s<iT{ *.«&
».0(7i *.U3« ; wn (.DM y.n*"
TJ7S
3.043
«.ris
S..-W1
l«.«6
i.116
6.647
«..'iM
10.33
11 06
t.m
«66«
10 16
11 i*
W,06
■ i.sei
6.9M
6.1*7
»,S«7
6.703
6.Mt
6K»
7.BW
7.»4I
8,«W
7. Mi; «,67»
8.gil 10.16
».3M i».;i
IU.a6
10. M
11.46
lioe
16.7S
It.W
1173
13,41
11.60
11.63
13.17
KOI
It 76
16.87
13.67
14 48
16.36
16.00
i».ag
W.U
."n.41
1«.M
!4.U
*tn
<8.M
16.7;
ai.16
S7.."B
66,30
31.46
!4.13
36.11
41LM
7t.9l
W.31
4U.«
63.*3
«7.m
»4!*
44 34
68 «K
73 73
86.17
3317
32.17
4s.m
63.68
64.34
46. M
64 M
W43
66.63
ea.M
in.t
63.611
60 SJ
67. on
66.90
a4.3<
:a.3»
no.ts
160.»
«6.e8
75.07
H.ii
«3.M
167.7
74.67
I16,?»
«.e»
IV7.:
114.6
64.16
II6.8S
1M.6
1W.6
«l.3
63. R4
107 S
H0.6
1)14.1
Mil
103. t
116 0
i:i3 7
147.6
tN.6
113.6
1A7
144.8
160.6
»l.7
IM.*
ti4.a
m.i
381.7
376.3
Mil
3IU 1
335 1
!«l.3
331.7
i««.6
Ml.fi
376.3
449.11
663.1)
666.8
sai.7
4».0
bM.i
613.4
760.7
Mt.t
4636
4(13.3
713 »
M4.5
44*3
636.3
670.3
664,3
66* 4
A60.6
737.3
864,7
Km
(8S.6
643.4
601.3
666.3
1136
ii
6!M.< '6«3.« J7M.;
MB.t '7SI» 1141.5
670.9 II01.3 »M.3
B57.« M6.2
M« : !1<JM
1V7S .ua6
KB*
19116
1341
urn
law
1476
I38T
1148
I6U>
e wire table on llie follow iii|; pnire irnjiii a circular of
k Mfe. Co.) shows at a f{l<^i>ci^ the Kize uf wlrcr tirues-
lOD 01 any (civen current over a kiinwii rli8tnno(.< with
rop, toT lOOvolt and SOO-volt olri-ulm. with vai'j'ltig
gf which this table has been calculated la
DXJOOO
R,
Toltg drop In Hectro-mof ive force, fllie current, L the
iftmo to trie point of distribution, nuil Ii (lie line nvliit-
usand feet.
red the siie of wire necmumry to cnrry a current of ijO
r 8S0 feet with a lorn of 5^ at 100 riAln.
>le, under 60 amperes, we Hnil the itiVKn rli«taiic<-. (f^
rizontal line and under SX drup at 100 voll*. We fiiul So.
> rise required.
■ize will be required for 10 ampere* tlOO tntt, wttli a
*.
flnd 1990— the nearest fttrure (o SOOO-and In the Minr
VH at SOO Tolta Sod So. 11. the lUze reqiilrvd.
mim for ■i6ea6*4»aecn« Llclitlns. iW ti
d, Oct. IS, lW.'.i-A formula for calculaUiw wirbiK
I s „ Ly, or, A =
'/ ■
aP
W s •■n ratine cit laa6Ba:
ttflMHOMIfM. la foat: Jr s numtar
M*-. fact (o cmm d
of I
1042 ELEOTKICAL ENQINEGRING. ^H
aiid tike (orniulte for beet curreot and resUl&nc« b«cum<* ^^^^
C-'*«^;^'^lfrin*)i
p*
«'"♦ ■
'' ~ n(T«H - P»i
" 1 + Kin «' ■
ItllWgr wtw«wl ■» heal In walls per mile = C*,- = ^ r^j^-
Horse-fiowerwAKted per miles 11', = - j.^^-
(^ ^ ilii|Cl« wlio<i« iBiiKciit - vt *■ P, and the value of f corre>pondiii);li)t
I'lirn-ot ilennily of S80 uuipere.t |)er sq in. is IB «a6.>
TABLE OF ELECTBICAI. HOBSE-POHrKBil.
Fuiiiiula : ^-"'"' ^ *"'P*':g' = H.P., or t volt-ampere = OOlSMBH.l'
Read am|)eres at lop and volts at aide, or vice verta.
u
ToIlH vr Anipenff, H
^
B
1 1
^1
Is
t
s
<
6
1
1» M
BO
40
60 1 30
7.
(0
»o
100
no 1 vm
MIM
nntii
.ontoi
.m»
.mmti
.0134 ,4IM
,«W« ,06,1»
,0M( .WM
.«694 .1072
.0«7« .1141
.0403 .0434
.U«»4 ,1073
.191* .lem
.!««« .S146
.Wll .3431
.M70: .nM4
.19411 .HWO
.Will ,S413
.tWIl, .3317
.3361, .40CB
OBSK .10711 .1903 .1341
.1H77 -21*61 .94l> .9431
.SdlCi' .3-.!17l .3619 .t0«3
.:i763 .4«« .4886 .M«a
.4atH .M«3 .»«3S .6709
!eMj^9
•
7
i
»
10
.S«M>
loiimi
.01M<
01341
.«ao4 .lami: .mis
,«*M AVn .VfW
.1071 .9146 .S17
.ia(H .1413 .S«l«
.1341 .<wi .4«n
.SlTj
.3763
.4330
.4894
.6M1
.1091 .4»S
.44*1 .«C30
634St .4434
.4032 .7930
.3703 .8043
,64.V .64S* .7«1»
JSm .7607 .H*."*
.7307 .II679I .tK<i
.M46 .«<62, l.OM
, .(383| 1.0T9 \ l.DM
.8013 .ari^^H
1.W4 I.St^^B
1.3U i.i;» 1 i9
11
I*
u
u
u
,»14J6
.DIM*
.017a
.oucn
.OMU
,1I7S
.laoo
.1743
.vtn
.MM .4411
Jiir .4391
.3433 .tm
.40M .turn
.£IIM
.1434
MtO
.7807
.3043
.7S7S
.3013
.33X4
1.006
.1347
l.OM
1.114
ijog
1.033
l.l*
1.390
1.314
I.40II
1.130 I.3S7
1.837 ' l.44«
l.W* l./A*
I. Ml l.Gn>
l.OOl < 1.810
iIti" '■ 1
ILOil ■ -llM
11
»
1*
m
.091 ««
.IK4I]
.inM7
.otan
.1413
.1647
JKI
.4S»0 .4434 .«57«
.4CMI .4*37 .(lis
.4«a4! .719a .MM
.»M| .7«U l.OW
.3369 .Il>i3 1.0719
I.m
1.139
1.904
I.S73
IJMO
l.«7
I.S87
1.443
1.698
1.309
l.BCl
1.M5
1W9
1.783
L«n
1.714
1.323
1(30
».a»7
U46
1.030
2.^1
S.17S
1.8(1
1.4M
9.146
1.97»
1.413
1.6*7
3.481
i.^^^H
i.i^^^H
IS
H
1 J»
.OtNt
.nm
.osai
.tarn
.iSIt
.IMt
.SDH
.3317
.e«SO .M4S! I.IM
.M»» .M47' l.lltO
,«l<«! .9U9 i.&l
.Hwi .Msa i.an
.4704| 1.1*16 1 I,3»J
1.403
1.4T3
1.6*3
1.609
i.o;»
i.sn
1.76»
1.360
1.930
2.011
1.(71
9.0(4
3.163
1933
3.340
se.3W
aM7
un
(.fiss
t.e»4
S.776
1.M6
S.W4
1J16
%M»
3.083
3.117
3.381
n
MMXI
.tuna
.34lt
.S»»
jaia
.4*71
.T«M
.7607
.777S
.dots
L044 1.3«i
I.M4 1.M3
l.l« 1.601
M«8 1.6IU
l.iM 1.409
1.743
i.aio
1.W7
1.9M
3.011
3.001
9.178
3.963
S.US
3.440
3.634
S.e!!7
9.7SI
9.316
1.788
1.8W
3.003
3.1U
3uU7
S.I37
3.367
3.373
S.4M
S.»l(
3.1S6
3.419
3.753
3.337
4.(tt
3 941 1^
31
as
31
S6
.OilM
.wm
:«^
.OiOK
.41M
.4SM
.4434
.4&M
.tew
.nu
.1679
J347
.0115
.93X4
1.U7 ].t«3
1.887 1.714
1.3n 1.7M
1.347 uxa
1.408 1.377
«.07»
9.146
3.313
»J7»
3.340
3.4011
9.(74
1.454
1.736
S.OOS
.1.0(7
a.l!»
!l.83*
3.3M
S4»
3.6il*
3.443
3.7SS
3.740
3.8(1
3.(3«
1.109
4.3S3
4.iia
«.!(»
*.4S4
4. ft.'*
4.4Ki
6.I^^^H
St
XT
40
.OMN
.OHM
.OUM
.MM
.M33
.4tW
JWM
MM
JI9K
.ttw
.aoso
1.01 »
1.044
1.073
l.««
1.43!
i.aai
I.m
).«0«
1.(30
1.IS4
9.033
3.0*1
tl46
3.413
3.430
3.647
3.4I4
3681
I8(r.
3.978
3.036
3.137
3.317
1878
11.479
HJM
3.II30
.^753
SMI
3L««S
4.D7S
4.S43
4.4*4
1.636
4.n»
i.SM
4.(K
*.9«0
6.0(4
6.998
6.3(3
6.^^^H
41
4a
43
44
4»
.064M
.0M30
.067S4
.VMS*
.a4M
.tta
.37(4
.fi«M
.4033
LOW
I.ISC
1.163
I.ICO
i.m
1.449
1.43*
1.790
1.7«»
1.310
3.101
3.304
3.960
9.413
3.7M
3.KIS
S.3W
3.(49
3.014
3.SM
S.374
S.4M
3.1)39
34111
3.M7
.1941
4.<)3,'>
4.199
4.£a
4JM
4.311
4.71>
1.811
4.M4
6.0C7
sas?
6.ag*
«.4»
S.4M
6.(30
6.7*4
6.3(8
4.089
44
17
48
**!
HO
.MM
.M3W)
MMM
MOW
(«70!t/
.tlOB
.4300
.«4S4
.47(13
1.933
I.MO
1.237
i.au
1.S41
1.3M [ 3.407
t.8m 3.S30
l.»3n ', i,bn
i.«1» ; 1.6W
•i.DU \ a.wv
3.aB
3.ia«
3.700
3.7«l
4.;iic
4.11-
'. Km
\
U.VI.M
: m
^^^ ^i^^N
TRlXSJilSdtoy.
UH'a
.' of a motor lieJOK given, U>« uw ul ibv con-
I be fouixl from iU« (oIIuwmik fortuula.
UWO ■ HP. y I
il£' :•; eBlcieufjr
voll«, AOO; drop, if; fiwd to (lb rlhuttng
£l*, 109 circular mils, or »l>ont No. 6 B. £ S.
■E<ong*d1atanre Trannmlsalon.
I^ciuse El. & Mfg. Co.)
OB TBB TlKLmRT OV ONE MlECH^iMCAI. HtlRtlE-
nm 1000, «)Oll, SOOO, JUOO, 50aO, asd lO.OOO Volts
AT TbRMIKALB or LoWBIIIXa TBANSrolUISBS.
}rt (drop), equals StK.
mtj utiles.
lUila of single distance, 11,000 feet, to allow for
sent* per pouod.
aooor.
MOOT.
BOOO IT.
10,000 V.
$0.23
to.is
SO. 06
so.oe
o.sa
0.68
0.33
0.08
8.06
1.17
0.75
0.1«
8.70
2.08
1.33
0.88
S.78
SO
s.oe
O.RS
8 33
4.ea
8.00
0.75
It. SO
«.37
4. OK
l.fri
14.80
W.-HJ
5.3:1
1.8.1
18 .TO
10. M
«.74
l.W
311.14
18.01
N.33
tjm
»<»
l.-i.TB
lO.OH
9.M
as.80
18. 7U
IV.OO
8.00
».oo
tt.OO
14 ON
t.W
4&.30
aw
14 .n
4.«e
MM
aa.M
J8.7a
4.W
,w.oo
84.90
Zl.Ssi
«M
87.00
«7.ao
84.00
•jm
75.00
*'l'M
27.(10
».7.%
M.SO
47.00
SO.OO
1M
W.60
W.OO
*i.!W
8 !»
>4 of cnJciibitloK le«^8 for nirliiK fur rliftrlc
1 HeriDEln Trnn« .AT. K. F,,. 1«1»1. H" fiirtixbrji
wla of dfaemini — ^ -' ■ '- ' •- •••n-
ooder th* rpi !«
by slraply lorn' • on
pan wWi.' ifif
r«rlabl«» -i 'rt
!r two. tli>- iv»
KT aen* iin*n« .
iaicalatin"' —
plUX Mfl
e* of dia;.'
tt bone-i^- ■ T^- ,
i ri I\rr
/ a^aMh) »IU Uu-rr-
1 Ch* Mliif»«r— " If"
othar bwtwirtal. anJ tba 6i»ty/^t
>l <«e MSM <<]r a nmnttvf Af IMNT
M-'«cn4cM Uaaa iiia <Uacaute|
Wke
ELECTRICAL KKGIKKERING.
Cost or Copper rbqcuici* to DKLtvuB Okk Mrcbaxicai. He
MoTOR-sRirr with V^rtiko Perckktaq** or Loss im Coito
TBS ASSUUPTION THAT THE POTBKTUL AT MOTOR TnUfmALI
Case aooo Volts.
DistaDces (>qual one to ttrenty mil«8.
"otor pfliciency equals 90jB.
D|rth of conductor per mile of single dinUuice, 11,000 fret, to
Mnf
it of copiier equals 16 cents per pound.
liles.
10<
m
80*
SSK
1
' 1
90.S3
f0 33
»0.28
$0.17
3
8.08
1.81
o.ia
on
3
4.68
2.05
808
1 u
1 tl
4
».»i
5.45
8.70
2.77
mi
5
18.00
s.ao
5.78 .
4.S8
— ^— .
S
18.T0
11.75
8.83
e.«8
^^H
7
iiS.BO
Ifl.OO
11.30
e.«
^^H
8
S3 30
Sl.OO
14.80
11.00
^^H
9
« ao
26.60
18.76
14.00
^^^1
10
W.tK
83 78
la.u
17.81
^^H
11
B3.U0
39.75
«00
21 00
^^^1
13
75.00
47.80
saw
S4.M
^^^1
13
S8.O0
55.30
at.oo
2e.»
^^^H
U
102.00
M.SO
K.VO
sa.oo
^^H
15
117.00
73.75
52.00
e.oo
^^^1
16
133.00
83.80
50.00
44 30
^^H
17
lao.oo
W75
07.00
50 00
^^^1
18
169.00
1U6 00
75 00
A«.t«
^^^1
I«
188.00
118.00
83.50
K.ao
9BBI
90
SW.OO
131.00
W.W
w.as
Mjr
to rtT)re!wnt one of the two quantHiw which is equal to the qooUMit i
ntlMT two, mill DOt th« oik* which is nqiial to (he pro«luct of Ui» o"
becaUM.* the curves would then Iw liyperbnIaM. In Uie fxnrnpie J
riineonalR must wpr-es.-nt volts or amp'-r— ' '•* " ' 'v----- ■
Ktaiils in Hiioli foniiuitt afTcct only iti<'
thry iin;rea.Kect>iisidernbly the work of .
' ey do not afTtK:t in iht- least the grapU.. ... vcm .ii.i>i..iu> m i-t
t once drawn.
The general formula for wiring is :
tion
current for one lamp X So. of Uropa X dlshMtf» X«
loss iit *o1t«
' itys oortslAbi, I
■inaeetion Is '
jininlill*_"s
eontainine gi.t qiiann
to t«i<:e ine inif-foiji
ills. Calciilalions ii
> erafhieally by miiiu.-> uf a j>iii;{k' jiL-t c
Mr. Herlnir's methfuJ the forinulu ii »y'
h of which ..Viiiliiiiiv ipi inc.r.' Okiii il
'inula can ' :!■»««
bed, thus , ..!e«
this, !'■■ ■ , -n.
_ current for one lamp
~ loss in »oll»
flvhichx Is a mere auxiliary quantity, list • MCOoA
form the neztcalcnlailoo,
V = X .• niimlier of lanip*;
doa/ cak'iilMUot),
JHb
Mned v
IBANSMISSTOK.
1047
._.Ded with aoy oue of Oi«ee, It Is lmniat«rlal
ation mny at nist deem to complicate matters
dntitlos, a- and y. These, however, arc easily
/ice of placing the three Jia(;rams together, side
.hat the two x scales coiiioKle, aail similarlj the
is one has merely to pass direcily from i>iie set of
«rforin the successive stetis of the calculatlou,
bout tbp tntennediate auxiliary quantitiPs. Theae
>rrespood, and are equal to the successive prod iictg
lined in the succestiive arilhtnetical inuUipllcations
Ive quanlitifH in lh» roniitila, which cannot, of
taking the caleulati'iuH artUiiiii-tli'ully.
r redulred Tor LonE-dlstaiice Xr«ii»-
5son (Tranii. Tecli, Sooy. of the Paclflc Coast, vol,
ng formula:
m
H.P.<J«-_i:W.5,
'copper wire in pounds; D, the dlnlanoe in miles;
lor in hundreds of volts; H.P., the horse-power
',, the i>er cent of line leas.
horse-power ten miles with 10 per eent Iom, and
tor, we have
X 900 X '"'°~-°- X iWa.S = 63,800 lbs.
ig-dlatanrc Tranatnlsalon, <F. R. Hart,
ueclianjcal •■fllcifiu-y of a syslnm is live ratio of the
'"narrKt-clrrti'ic iiinrhiiies at fine eiul of ti^c line to
he electric inotiirs at the ijistaiit. end. The com-
namoormotorvniicswiili its Imul. Tli« niaiiniuni
Ines should not In? under 'M)% and is Bpldoui above
oralile coiultlinns, tli<-n, we must expect a loss of
I 9i In the motor. The loss in transmission, due to
or " drop " in the line, is poverned by Ihc sixe of
itions retnainiiiK tlie same. For a long-distance
'ill vary fioni .'7:4 upwards. Wiih a loss of h% in the
■f transmlfHiijn will bo siiehlly under 7W. With u
I eflBciency woidd lie aliffhtly under '."ijf. We may
t of the enicicucy with the apijaratua of to-day.
llRtaace power tr/inHnuKsjou l»y electricity may be
•«l clas-sen: (1 1 Those usiuic coiitiuuous current: <8l
lurrent; and «3) reRt^iieiatin^' or " motor dynamo"
|usof each of these general diLsi^eii are tubulated ae
J One machine.
I Machines in parallel.
[ One machine.
< Machines in parallel.
( .Machines in series.
I < machines in series.
'l Machines in multiple series.
Hacfaines in series.
I Without conversions.
■( With conversions.
( AVithout conversious.
) With conversions.
\tlner continuous,
Mini; corivei-ter; line converter; aitematliiK con-
|0U8.
luous-coiittnuous.
' Kcotiversion of any system.
. ot tbeHe systems vary with each pfcrtl
geueral way niay be labulatei) a»b«4'
Low
voltage
voltage
le-wire
ktlng single phase
Mng multiphase
ELECTKICAL ENGINBERIK6.
Bjrstem.
S-wlrp-
liov voltage.
Hl^h voltagrt!-
S-irire.
MiilUpl»-wire.
Single phase.
AdTSDtages.
Dbadv
Safety, siiupUoity.
SxpeuM for i
EcoDoniy, simplicity.
buildlui; ma
Muliiplinse.
Lou- voIlas« on nmchinBD
and saviUE in copper. "°' savlnif i
"^ cor"-'' '■■'
Low volHi(r«j Ht iDaubines ^^ '
aad aaviDjt in copper.
ICconomy of copper.
iCaanol i
Loir eH
Econimiy of copper, syu- Complexity.
I'hronous upeed uiidm.'- flcieiicy at
essrtrr; applicable to appar«tu«.
very long ai.«it(inc«!. | "utAOdHrd,'
Motor-dynamo.
HiK>i-volta|re "«'>8'n'* ».„>„.^_
livery r*" •H'cieocy.
tUvre are many factors which Kovem tiie selection of a system.
bbli'in coiiHlderiKl Iheif will be fouth! .iMlniij flxeJ sn'l oert*
ODlulitions. In geueral the flx«rd fact.
|K)«er; I'iicost of power at souice; (3i •
of ilelirery; (4| clanger cuiiHiderntioiiK
(6| coMstriieifou i.'iiinlltioris (li-ngth of liue, dJiiJuciei oi ci.iiiut.
partly flxi-d coiulitious are: <T) power which miiKt be delivere
cieiier of the system; (8) size imd number of delivery uiUta.
coinlllioiis are: (Ul initial voluige; (10) pounds of copper oo
iinl cost of 111! apparatus and crinsliTictioii; (12) expeii<«>s. ot
chilrpes, iiitere>^t. deprwiation, laie«, iu.siirance. elo.i; (ISilial
and MoppaKeti; (J-ii danper at Btaljoii and on line: ll5)coaTe
atiiigr, inaliinic changes, extensions, etc. Assuminff that the '
inos. motors, etc., will be approximately the itanie wl»te
liressiire. the preat variation Iti ilie cost of wire at dUTeri>nl
shon-u by Mr. Hart in the fnllowlng llgures, KlvinK Uie welghi
""uired for transmitting iCIO horse-iKHverS miles :
Voltage. Drop 10 per cent. Drop 90 tier tt^nl
S.000 I6.80O lbs. B,400 lb*.
S.OOO 7.400 •• .H.r()0 ••
10,000 isfli •• sin ••
Efllcleucy of a Combined EiiKim' bixI lltiiniito. -
Sound double • cianlc WUlans engine
ynntnoof the Kdison-Hopkinsnn tyi
follows: The low-pressure cvlinlei i
pressure ISM lbs It Is cmipleif !•
aiiiiieres Hi 110 voltB when drivei
tiireisof the luir conMiruction, < .
couitnittator of bard-drawn cop^ter with utujii iiiaiilaiitiii. x'ouf I
uarrie<l on each rocker-arm.
MIIU
■jMI
Realslnnce of maeneta .
Kesistanc« of armature.
..ILP . .,
lefflclency .. «4: p«» --»*»
■mptlon of water per I H P. hour « .» |
Himplioit of water |>er E H.P bimi 0
renjtioe tiitd dviiuimi were wot* ''^t
itrr/y ■ lAiKM hi uviy.ii'i c-in*. ton umlta. «fi>l J».*l
' na/ui. nfiul h> ■■.' <M:*ottun Urn •♦•flW****
TRANSMISSION.
1049
btance alone was Wf. The remainder of
power, Is due to friction of enf^inn and
■ Generator and motor.— A twelrp-
lodie, CaJ.. is desofH>ed by '1'. H. LostBeti
b-phase altemalhiR current l» uiie<l. The
K. W. coDBCanc-pou-ntlal IS-pole inachliie.
The motor is a gyaolironoiui coutant-po-
sr. It is brouetit up to speed by a 10-H.l'.
\fe electrical eitli-ieucy of tba generat^ir and
otr GxKEjLiToa,
Amperes
Tolta.
Watta.
35.8
U.S
CO
78
048
'
1419 a
m
464. 7<
80U.31
'.
30
3414
<IB380
Bcieooy of geDerator.
in OK MoToa.
n.65t!(.
Anporea
VoH*
WstM,
ss
68.4
S844.8
1-
000,0
.
8804.08
'..'.'. ....
so
8110
SMID
ll efBclency of motor, 03.883!(.
rlcal Puniplng-plant. (ESiri. (t U.
>|r-plaiil at a niliiu at Nuruianton, EtiKland,
lelow:
if 'JO^i X 4^in. eoelDes runnlni^at 20 rcTH. jter
3B rivln); 600 volts and 59 arapieres, . T)ie L-ur-
Sd iDto tile mine by an ianulated cable iiIhiuI
MbdMied to two fiO h.p. motors » liicli i>|»-r-
Rimps, Willi rams 0 In. and 4V% in. diain. ami
Kaiiist wlik'b the pumpa operatp is t*U(> (tvi
there Ih also a a«t of gearing for dhiiritr >>
•ope Hysteni, and a set of tbrt*-tliiow ram
-incli Ktroke can also tie throvrn into uenr.
at uktlipr motor qan operate any ur all tliree
escribed. Indicator-diagrams gave tbo fol-
6.9 H.P.
4.8 "
e.7 ••
imps emptj 10.9
{hew feet 81.5
nd riaiiv main 13.9
9.4«
9.6%
9.V
14 .Of
43 U
17. W
78.0 H.P lOO.Ojt
rere obtained the total efllclency of tli« plant
0«ie tn47X
IHs<rtbaUoa.-Kapp. Electric T
raiiMiiiii*.'<l<in Handbook; Martin an'
vUosUoob; Uospit&Uer, Pol;pltaai
ucBTnra.
1061
i*
ibat afaw'
ttytom
boBar k an Imiwiw rtmtmirot
H li no* eoBiiuKd uo loag, h wSI
iwinrinai raprtty, aad without aay cAtaC
Iks type of coeiB*. WMi
Mr. Cfanick. raaains BOB-«oadaaiiiK, •>
p actmlly «»iioiwr»d y«r LB-P-per boar irlU
sncies. Tbe CDgine duty under ao average iwi-
ihiDgr troox the dutf nndrr a Tariable load ivp-
Under the aoiform load, a ptrands of vater
performanoe, and tb<? boiirr oould b* proper-
flgure. CnJer the riolent lliictuatioag of rail-
ty of (he en^ne will rise to about 3S pound*.
t load ix taken, and tiie bciler proportioned for
ilfflctefit m&ntin. Other compound en^nes not
li secunea uoiformity of duty will nm;.--- iw tu at
loada. and of Urn lo 60 pounds, an an
ao 3S to 40 pounds. Tne same i^ ■ ry
iugiue. wtiellier high speed or low r -hot
'ailing back of fuel duty under variable load.
ECTBIC L,IGHTINO.
r required to produce Lleht,— Aocord-
ily of euer^y , lueamured in uatts, requirfd to pn>-
M^alldle-power. meaaiired by the lit^it KJven out
h follows for different lighl-KiviDg siibstaucva:
4 watts
Coal gaa 68 watta.
Canuel gas 48
iDcandescent lamp . . 15 "
Arc lamp S "
irodnctlon are about 1 for the arc lamp; 8 for the
le mineral-oil lamp; 10 for the gaa-light; 67 for the
%t Lsmpa. (Enff'ii. Sept. 1, 189J, p. S82.)— From
>8r«. Siemens and Ilalske, Berlin, It appears that
Boent lauipH at different expenditure of wnltd per
l.S
4S
S
900
2.S
450
3
1000
3.S
1000
r Teata of I>anips. <P. Q. Gossler, Elec.
uiipH buriiicig nl a voltage almve tbar for which
1 pri'fttivr illiimiimtiiiK power thnn \C riindles, but
I 18 very oouHiderably shortened. It hns been ob-
froiii the raolory do not overoKe the .miitiH candle-
iTerent liirolees; lliat Is, lamps which are leeelved
juite uniform ihrouKboul that lot, but they vary
nade at other tinie«<.
ow the different llliiriiloatlllir-powers Of H lO.C.p,,
srious voltages from 25 to 80 volts:
CO Ba.5 66.6 60.5 03 «8.V 7S,S 80
1.06S I.0S7 1.161 1.230 1.29 1.410 1.4M l.(W
1B..8 90.9 S8.4 S9.3 80.7 7i.H 109,8 MI
5i75 67.S7 94.48 78.W TB.W WS.TB I""
z.M e.8i s.ao i.M I..VI ]«■
I Hoblomon, SI l.O.K., tHQ'o tft
w-lump la III* inuat eooni
IC WELIIIKO.
losa
) •Bipem aiid aM i»4 iteo IB volu Imiwcv*
TlHf quaUcy of ttaa earboos «0I dctermta*
' iu c-lwInlBie tbv moat U^bt or out, or
-r.i- kiiKta or aoiitlMr
ail arc, thr I>>s5 la
are atiuut lloUms,
ts tn a •rrira. rach da'ttiatultng
Its. IB K'^ing' toyond tills Um
I iahllnjr.— Noll, How «o WTItb
lik'bi LVntral 8tation<i. |<(.(n:
1 mi. -1 ■.!... > .11 Tlicorr and Prturtloe, Srols.,
Electric LiiEtitiii?, 81..%.'; Alpive aud Buiilonl,
I rodactlun, ami Api.ill..'ation, $5.00
fOTBIO WBLDIXC.
eraliy ukmI iviuiiiU of au olleriiatinir-cutTent
■livt>ly liigb-iHitfiiilal current to the primary coil
P'liUKfijriiier, l)i« stH.*oiJ<lury of which U itiiide so
nrt ill i«*tt(;th a« (•> Mi|*|.*Ly to the w^rk ounvnt*-
•II-, nn.l nf very large vohmu- or ral** of flow
Mui.'lieil ii> lie -^(.'"U'iary l<*riniiiaU. Otlier forms
|rijijuc« foo.xiruci»»U to yield alt^^rnatiu^ cuitbiiIk
to the upl<liii|;'cUuupt>, are iiseil to n liiniml
; of the iii«lal to be weldtxl has a rievidM) InAii-
Flii MeldiiiK i'oii ii» coui)>arativfIr low li«ac eoudiiu-
lalerinlly. (S«'«" piiin'i-s by Sir F. Bruinwell. Proi'.
.-11. p. 1; aikI Eliliii Tlionison, Trans. A. I. M,K..xix.
Uf, N"v, 'is, i«tt, give* tbe following flj^iirea «bow-
Euirud to Held ajiles and UrM:
AXu:-ireu>tKo.
8«cou(Ui.
»S5H.P. for 45
qtilivKSOH P for M
rwjiiin-^ 3.") H.I'. for OQ
rMiiiPi-s 10 11. P. for 70
HuiiTs r.^ H,P. for W
•quires 90 HP. for lOO
1 time flUil jjowvr reciiilrej for wpldlng the ftiliaro
he extra metal in It, but in part to the care wlilrli It
I perfect alignment.
TinE-wEi.Dixa.
Beoondu,
quires tl HP. for 16
lulre«2^H.P. for «
quire.) 20 HP. for W
julres 43 H.P. for , ¥>
ilras 29 H P. for M
ilre»«H.P. for «
for vreldinK i* of coiira« that reqninvl for tlic ni-iiinl
eul only, and du>*i) not Inohidc thai e(Mi.%iiin<tl liy
res Iu tl'io machlius the remoral of ih» iipwt and
I. From thxdata thiisiiubMiltti^, theciMtor wvldlnit
^or any locullty where the price of fuel and eont of
I cost of the fuel used under llie boiler* for prnjni'
veldinf; la ^iraoticully the xiinie an tiiu emtt nf fuel
Line amount of work, talting into cno»iderAti(in the
el iiseil in either case.
ly found that Stv Inch iron lulled t^ la
• net /jor«e;<ower required at tUltf^
<OWtf fwr aqiuro IncJt Of »ectl<>ii, '
1052
KLECTHICAL ENOINBERIIfG.
' mn Aiiflfl
Bize of Bic-lanm ttt present mAuu facta red remilr** « <•""«''''
ainper*?*: but for rteadines* and emcicncy it Is f1«Mrai.l-«<' "»•»"■
6 umpfies. The «uidlt?po«er of «rc-lamp» vr. ' " "^
(o theaniflf ntwtilcli it i«niea«nieil. Tlip ifrfr. "
cun-fiit l»iii|iB la foiiiiii at, i»n iinple fit «l>iin '"*
The fiiUowinirl«blf(dves thBapprnjiiiiin- •"
Tlie helplir of tli« Uinips slioul'l W an..
■ 1 lliaii i" «o Uie uiosi dlsiaul poini it -
■ilcbtlBK^o^ver of Arc-laitipa.
-Caudle- iM>wur.
At Attele At Angle
of !• . of I0».
175 S07
The follnwtnK data enable iha coefflciont of mlnimuin U|
Btreete to lif> d<"ti!r mined;
Let f = cniidl'>-powpr of lamtw;
L = niiisimum ilistance from lamp la fe«l ;
fj = hriijlil of lamp In feet;
X = a coefficient;.
Tliellehl falliiierou ilieuult areaof pav
of tlie dixlance from thx lamp, and (s •'■•
whicli It- falls. This angle is iiearli' pn,
divided by the dlstatiL-e. Therefvire
Current
1 Amperes.
HoilzonlBl
«
8
10
9S
156
..Pa
or jr =
The hhubI standard of fras-lt|!;btlriir Is repiTO9enK>il by Uie i
fiillifig oil tl>e unit area of pArement 50 feet a^rajr from a tt
feel high, which gives a cceWolent as follows:
X =
18 X »
fiO>
= 0.000861.
The nilniinnm standard reprefient<; th(> nmniint nf 1tf;hi«
f«?t ««•«>• fiiMii a!Jt-c.p. lamp. 9 r; i •
Adopilnu thf- first of the nbov*' •.!> i
tlie liefori'-ittontioned xiuw of nu
Ifelit ftt the heiehtH and distances stawii iii itiuie a Tab _
corresiKindinK distaucea, ossuiulng the roininium stAltdnrd to b« i
Table A.
Tablk B,
Hgt. of Lninps.
« ft, a ft. loo ft.
3Sft.
Hei^t . . .
Mft. |»rt 1
Current In
Ampwes.
Max. distances Rei-rtx]
from lamp, iu ft.
Aftlp^fM,
Uax. lUatana
CrooiLa.
«
10
160
m
90S
1T.S
ItlO
sso
MS
joa
S«0
6
B
10
IMl ' lU .
The dlfitAlines tlie lamps are npnrt
taiiLVR mentioned In Tubles A and U.
frniii ;i u, i\ ;»as larnifs, ji'i'OiJjiifcr i'» tin-
105^
1. i. "'^T.jcis;
!<■■
.^COl-TS"*
'"""nine 41^^ ■ *5"0
45
... ff^
* to
100
»«»''". Til^m*"^ second*.
r TIRE-''^"'^' »
9 . ,* on
tei.'^.v. ^- ■::::: ■;;;;.•, ; S
niilrc*™, 11 P.fo'^-" gj
quif'^SHP.'"'" " .
^"^''''Stt H V fo«" f„r ll«e act«<v»
1
T0B8 on STORAOK-BATTEKIKS. 1055
tbe radiatorper pound of coal bumod in the
g>t- 8^ = 072 H.tJ. An ordinary nteaiii-healinK
?er !b, of I'oal for benliiiK; lieiice the elHciency
he ("nicienov of tlie sieain-healinK Kysteiii as S72
Shig'y News, AiiR. 9, '80; Mor. 30, 'Itt; May 35, '9S.)
ACOrifirLATOBS OB STOBAGE-
BATTKRIBB.
i diviiled iiiio two claaat^: viz., chose in wlilch the
from the Hiilistance of the element itRelf. eitlier
ectro-eli^niicAl actioti, and those in wliich thn
ileraled by liie applicalJoji of Koine eimlly rertuti-
of tlie former type are usually called Plants, and
>,"or "pasted."
sing a iiolutioD of acetate of lead found thai per-
d at the positive and metallic lend at the iiexative
elements in a, newly ami fully oharc-d l'lniii£ cell
epoxide of lead, FbOg. and 8|ion^y metallic lead,
.ositive and ncKQtive plates.
or If tliB celt l>e allowed to remain at rest, the siil-
(he solution enters into conibination with the per-
'and partially converts it into Ktilphule. Tbe acid
tctad from ihe electrolyte as the discharge proceeds,
ion becomes less. In the cliarKi"K operntlnn this
Bie redudhlo sulphates of lead which Iibth been
decomposed, the acid being reinstated in Ihe liquid
|i increase In its density.
ntial developed by lead and lead peroxide immersed
»rly as niny be, two volts.
UTAdually loses its t'locurical energy by liKal action,
wing according to tiie clreiimmances of its preimro-
C tbe cell. Various forms of lioth )'liint6 and Faure
in "Practical Electriral EuKiueeriu^."
Ited cells lead piaU-s are coale<l with mininm or
ttjt wlt.il acidulated waler. Wiien dry Uieae )>iateR
> dilute HjSO, unil subjected to the action of the
Kide on the positive plate is converted into peroxide
Negative plate i^educed to finely divided or ponius
found that the initial electro-motive force of the
\ volts, but after behiR allowed to rest some little
tbout 2.D volts. The followiuK tables show the size
M of Faure cells, known as tlie E. P. S. cells. (Enn;-
*. 8.** Stormce-celln, L Type.
1056
ELECTUICAL BKGINKEUIXG.
" K. P. 8.«« C«U>, T Ty p«.
1
Descriplion of Cell.
SS
Worklug RBte_
.2
It
AppiTJX txU/nil
I)Iijnwi»toii« ?
No. ot
MaleriftJ of
Si
Charge
IMh.
,
-'2''
Plales.
Box.
i'harK<?.
E
■*■■
be
J
i
1 1|;
n B*
Iba.
Amp«r,
.Auiper.
in.
In.
In In. '
Wood (no lid > ..
10
16 to ao
1 to 20
W
^
», :■ .
" J
•• uvHliIiil)..
10
16 " ao
I •• ao
e«
^>
F.boiiltedin lUt)..
]0
IS •' «l
I " a)
M
•
r»,
15-|
Wood<noll(i)....
14
)M '• 28
I '• *J
S6
^
s».
'■ (Willi lid)..
14 |34 " -X
1 " ao
l»
»»>
Khoiilte (no lid)..
14
24 " as
1 " 80
06
8
71.
Wood (no lid) ...
18
30 " So
1 " 40
130
II
K-,
'"i
'• (Willi lid).
1«
SO " 3.S
I " 40
ISOllI
«-„
F.lHtiiite (iin lid),.
IH
80 •' Sfi
1 " 40
laoioj^
:■',
Wood ( no lid I ...
*!
88 ■• ii
1 " BO
145 lau
146 18^
F?.,
CT-
■■ (Willi lid).
■."S
88 " BS
I " 60
H-.
Kbonite
tl
88 •• 411
1 " 90
145, Wj! :v
I
For a very full description of various forroa ot
" rraclical Kloctrica! Kii^ueerinB," part ill. For ii^
iimctlc*" with Difjiilieii bnttery, se<} paper on Elevii c il
P (;. .Sfiliiiii. Tiiins A. I. M. E . xviii. 34«.
Use or .Storase-batterles In Pnvrrr and Light ]
{trvH A'lt: Ni.iv. ■,'. ia).j. i-Tho si. '
Klf(y-tldi'dS(r(«l, New Yurk, rslir
Iniul, liy (li-livLTinK into the luiiiiw
oihfrwise have to come, and «t girniir luss or ' ilt .
of tlie :<taliijiis coimtcliiiK wltli the network of maii
Imj vnrip^l nion; or less nrV)itrarily lit ihw* stntii'iiF >
tioii of lomi tliHt the lai'cer HtatlnoH nrt^ desit'f^d or n
'I'be littttery cniisiHls of 110 cells each of about lUd
weiiflillig tii'tiie '.T<) lbs., nnd of iilKiut 48 Iih-It-s in !■
and 1.1 inches in deptli. I'iw battery hn-;
aoOomperes, but- can he dlacliarg'ed, if i.-
A tcKt madK when the station wbh nii
uooii 10 iiiidniKht, allowed that the baller.v n>'
energry delivermi to llie mains. The iimximi!
by tile Imltery was about :^0 aniueres. Tliii».
ample of a liatU'ry whicli i* ustd for the piiri'---^*': :. li
^'tatlllll iiiaeltinery' that would otherwl«e he idle. i. Uii
euei-)»y to inci*aj« the rule of ou(f<iit of the station »f •
loud. u'Uleli wmilit nthervvise lii*c*'-^- ' ' ' '
The ^VorklnK 4'urrcnt, •>
cell is (hi- lalio between llie vulut
chiiri;ln>.' operation, aud llial obtaiii-ii niH'n iii,> ceii i>. .1
specified rate.
Iti n lead Htornpepell. if tho Niirfae* and ^iiaiititv of nr-'le
accuintely prop. :• ' ' '• ' '
after I he terinin
iS% iiiiij" be iibi.i
Inted. fo piaeiiifu ]•■ imuh.i m.ii k.m im
and lis the curi'eiit efllcliMii-v always 1'.
crea-ie!", It in funn.l Hint tlir- 'nornlflil cm
noil averfi;' • ' ■ "'-
A» 'be 1 ^' elrotro-niotlw force of 1% lr*d u_
nev.-r ej, . . „n Ht^frcnii'tfTr fnfrr if fr- ro rA
racnm^tm. It fullons ihal «n ••ner
i,m
1.00
J.W
M.W
IDQ
2-'.99
1.S
».l
I.M
Il.DV
S.S
es 4
T.W
10T.60
1.00
81.5
9.00
63.00
).8
99.9
1.8
199.8
7.8
89.45
1.8
58.9
S.»
18.«4{
1.9
S7.95
S.6
29.8
4.S
8S.45
«.4
103.«
6.06
7.98
6.87
85.87
6.63
138.53
B.75
79.75
4.01
4.07
' atom-repla(3iuK power of an element com-
Jiic)' is unity.
of oue atom of each element coiupa.red with
i8 unity.
Iday's law show(^d that the eleclrn chemical
iponloiial to its chtjinicdl i^iniivali'nt. Tlia
'elprhl, ami not to ntomic wi-lniit-*- valency,
Italier, and others who have copied their
salt is an exception to Tbompson s rule, r~
CTROLVSI9.
omiioumi into ita conatltueiitahy meanB of
ve Uie iioincncliitiin" rt-lalinif to elwlroly-
>eiJt>(;r)nij)()si'<I rhy K.I«i'trol)lf. nnd ttip prtv
•poles of tlie l)altery lie colled Elt^-lrort«i.
■csnure exists he cnllpti tli* Anode, and the
mliiota of liocoiiiposltion he cnll«l Ions,
urrent nf (:)iih aiript^re wlU dppoBit 0.017958
»er per (tt>coiKl on one of th* platps of a iill-
iyacl bein^ a aolntion of Bilrer nilrftM con-
Bet tree by a current ot (m«
1058 ELECTRICAL ENOUTEERLNQ.
Knowlnc tho Ktnnimt nf li}-iln>Ken Miuft wt free, iknd the chMniMlHl
lf*nU of th<< cmi»Ulii«t>ls «f other oiibntaocM, wp can calculate «bat T
o( llif 1r oleiiiriila n til he «>t fit* or deposited in a given time bj s
current.
'I'lnm 111*" ciirieia tlinl lllicriit*^ 1 pniiiime of hydrogen will liboll
(rr«mni<^ of o3t)i;»"ii. nr 107.7 ki»i>>'i>*^'* "f .Vilver, llie niioibersSand
tiein^r till- <'l)''iiiii'iil •'iitiivftlcni* for oxyeeii ttiid silver respectively.
To flixl the Wfljs'i' of metal ilepoBitfd by a piven current in a given
fltid Iln»«eit;lit of hyilioifeii lilj«-r»(ed by I he piveii current in the
lime, and niiilliply dy the chemical equivalent of the nietal.
ThiiB: Wrijtht of ai'lver deposited in 10 seconds by a current of 10 am
= weight of hydro^u liberated per second x nun<lH>r seconds x ci
«lreiwUi >. 107.7 = .00001038 X 10 X 10 X 107 " = 11176 grsinme.
Weight of cupper deposited in 1 boiir by a cunvnt of 10 amperes =
.00001038x3600 v 10x81.5 = 11.T7 grammes.
Bince 1 am|)ere per seoontl liberatea .00001038 grsmme of bjdl
■treugth of current Id amperes
weight in grammes of H. liberated per aecond
.00001038
_ weight of element liberated per second
ring")i
.00001038 X chemical equivalent of element'
pie table on pace 1057 (from " Practical Electrical Engineering .
.rotated upon Lord Ka.vleiKli's determluntiun of the electrd-chemidsJ e|
*»nts and Koscoe's atomic welght.<i.
ELKCTBO-MAGNETS.
Vnlla of Electro-niaBnetlc Jneasaremenu.
C.O.S. unit of force = 1 dyne = l.OI'.tM milligrammeci in localities in ^
the acceleration due to gravity is il81 centimetres, or 32.1S5 feet, perH
CCS. unit of energy = 1 erg = energy required to overcome the I
ance of 1 dyne at a speed of I itentinictre per second. 1 watt = KP sj
Vnit ningnetism = tliat amount of magnetic matter which, if eoncMl
in a point, will repel an i-qnal amount of mainietic matter coneeiilrar
another point one centimetre distant with the force of on«? dyni?.
Unit atrength of field = that flow of magnetic lines which will mm(
mechanical force upon unit pole, or a density of 1 line persqoaif
metre.
The following definitions of practical units of the ma.^^ • ' ^
given in Hniislon and Keunelly's "Electrical Engineering ' ,
Qilberi, the unit of inagneto-motlTe force: such a M.. A
10
produced by — or 0.79S8 ampere-turn.
If an air-core solenoid or hollow anchor-ring were wonnd with lOO
of Insulated wire carrying a current of & amperes, the M.H.F. exerudt
be 500 amjwre-iiims = CiS.S gilherta.
ireber, the unit of niugnetic flux; the flux due to unit M.M.F, «M
reluctance is one oersted.
G'auM, the unit of magnetic flux-density, or one weber per nomult^
centimetre.
The flux-density of the earth's roagneliu field in the neigliborto
New York Is about O.B gauss, directed cfowuwards at an Incllnatiou of
72°.
OeriUed, the unit of magnetic reluctance; the reluctance of * cubic
metre of an airpump vacuum.
RelucUmce is that quantity in a magnetic circuit which limits tb*
under a given M.M.F. It corresponds to the resistance in th* eliCIi
cult.
The reluctivilu of any medium is Its speciflc reluctance, on i in ih* f
l^lem la the reluctance ofT^-red by a cubic centimetre of
opposed parallel faces. Ih* t>-\ue\.Wliv of nearly all subs
the magnetic meialK, is swwmXAs ^^^^ ol xacwmtt^Vi «<^8.i
independent ot the flux denisvly . , , ,.
J^rnieabilHy is the recivToca\olTiasn«.\<it*VM>3crtq
HwrsTs.
1059
^etio circuit la
IJIberte,
ierst«<l«'
irce ■+■ magnetic reluctance.
oersteds = gilberts •*- wfbism.
reaslne tlie magnetic fliur: ]. by In-
.he reiuct-aaca.
In disciisfiing magnftio and electrical
h1 t.bat the aitnic'[iuus and rejiulslnns
of a ouiiduelor iicii.111 irou lIlinKx are
« maenet or coucluctor, Tlie " mini-
) of the forces action. As tlie iron
:ric circles, we inny aHSUiiie lliat (lie
•veu or " loops of force." llie follow-
; the loops of force iu a conductive
the conductor are parallel to the axia
a Ifae conductor are proportional in
r. that is, a deHuite curreut e^twraiea
heise miiy bo stated an the strength of
» are at right angles to the axis of
1 a point is equal at all points on the
:ribed by a (?iven radius about that
surface of 4ir iwiuBrocentiraetmi. If
the number of lines of forc« einanat-
naesetlc matter,
t= Pfiir.
roduct of strengtli of pole Jf (Uid it«
. Maginetic moment = — — .
ug:h each square centimetre of cross-
flc induction," and A = cross-section,
. LAB
nt = — : — .
I maipietic Held whose Induction Is H,
I are all horizontal uud at riKht iiiiKles
riU be pulled forward, tliat is, in the
the south pole will be pulled iu the
luclng a torsional moment or torque,
i- iw, in dfoe-centiinetrcs.
uiatJag from a point varies inversely
[ poiut. The law- of Inverse squares,
tism prociieds from a surface of «p-
are sinall, as In dynamo-electrio
Btlon of Heat," pa^ 467.)
pet, -In HM electric iiiagnef mode by
ground a core of Hoft iron, ilie Hpace
^uoe is culled the mag'neiic field, and
th (if tlie Held is propnrliaiittl to
iirrouudinjc the uiajfnet. Under
it pa«8lnK tbrnugli a given iiunilier
ISjcnetic loops will depend upou the
It aa the nirreot with a given press-
Ipon the resitiliiDce of the circuit.
bat Inipiirtaiit principles concerning
I of an electro-maKnet ia nearly pr<^-
iHsin^ current, provided ttus co*
I
ELECTRICAL ENOINEERIKO.
iKHL'tirtio slranirth l« (iroportlntial to Ilia number nf
'il; Dial i«, lo llie iiiiiiilier of uui^t^i'f tui
Mpngili U tiuleppijd<«nt of the cliii-ktit^s
f mm
Thcw- ltt«« :im> Ix- <»nilir«ctHl 111 Ihe more general RtatfniMt^
•trfnf,'tli i>f nil elt-clri) ii)»);Mrt, lli<- Ntzc of llie magnet liriDg Ibe
pr''|i<<rtii>iial l>> llie niiniln'r of iIk iiriipi-rv liiriih.
Porre In the <Gap belfvcMi Two PoIch of a Mag
C = ri)rc<' exerli-'l liy •■mi- L'f Ilie |i"lf.» u|Hin u unit pule In ilicjfaji,
ili'ii^M V • <f hues in llif Hi*ril ctjini is. tliat there are iii al'snliHrviri'i
on ■ i' renllmi'irp of the polnr surface of th--
wii irv*? relative to the l>n>nttlh of the (m|i. /
fi>rr I ci|)oii ihe unit pole by hoth nnrili an^i ■
niiVKiii'L if, -7' ^ iirm. ill (l.viKW = B. or the indiictloii iu hues of I
square cenliiiieife. If .S = number of funarc eeulimefres in H
imrfBCe. A'/* = total flow of foi-ce. or Held streiiK'h = F: Stii =»
atn?neth = W. t;i>n'Hil over eaoh of Ihe poljir scirracvs WuflKinl
4«.V, SH lief<;re; that Is. Ihe total HeM is 4n limes ihe Iota) lulestre
Total attractive force t)etweeii the two opposing poles or a main:
SB*
llie distance apart is iiiuaU, = — — , in dj-nes.
Thia (orniiila may be used lo deteruiioe the llfMnfc- power of ai
iiiaKtiel, thuK:
A Ix-iit iniiirnpt proviiled wllh n keeiH-r is 3 cm. square oiieadil
Ibo iuductluQ fi = ;iO,OIX) lineii per square ceatiuietre. Tboi
uteach Umh on llie k*<<>per in dj'ara = „ , or Iu kill
o X o. 14
both limba. ^ ig x ^lOOO X * = **^ kllograwme*.
The ]IIaKttetl«> €lrcillt»— In the conductive circuit w« j
electro-mollTe force volta
Ciirrpiit = — — = — — — .
■vaiataDoe obms
In Ui« maKoetio circuit wc Itave
Number of Unea, or loops, of force, or magneUsm
_ Ouirent x conductor turai Anipere tuna
~ Resistance of inaKnetic circuit ~ Resistance of magnell
Or, In the new notation, webers = F' '^'.f. _
oersteds
Let N = No, of lines of force, Rut = total magnetic reslsMnc
ampere turns, then N= -g— .
Km
The niagnetlc pressure due to the ami)ere turns = -ifJ
iirTC i.ssrJi
wher« 3"= turns and P= amperes, whence Jir= '-v; — = — =—
Am K*
If Sill != total magnetic resiHlance, and Ra. Ra. Kf the matnidl
aQces of the alrspawji, the anuature, and the fleid-inognets, rt*|«
R^ = R„ + R^ + Ry. and ^ = ^-^^^^^
DetermlnlnK ll>e Polarltf of KI«ctro-niaBn«t«.-I<
is wotiiid uroiinii a nin^iiet in a I'ii^lit-liandeil Itellx, \\w ^nrl nt i^'
current rtows Inlii the helix i» tile Boiilli pole. If a wire i^
ordinary wood sorew. and tlie current flows around the '■
tlon from tlie liead of the screw to the point, the heart '
south pole. If a inajtnet Is held so that the south | '
the wlwerver. Hie wir<> LieVug wound us a riKlitljiin
CWreut flows in a rVg^l-\niiu\>!4i\reoVVH»,«\sAv ill..- i .-
1
ilsMDC
t eaenar o( routioa b eoB«««ta4 Mo
bf m direct concn it eovvcrteA iMo
>Mch Uka tofTgf at aum or man atttr-
■naicml eoernr of ro««lfiw.
loet of tte pocamlAl diSereaee *irf tk«
t)w eDcrry sfrn off. WM^ iHiwii
Irtoeurrmt ■traocUi b crater tfeia tk*
the propertj' of mctiog i
.
jB nn' I' 1 '" - am
pecti ry.\
chlt.< nTerdoa oC MMlMi
iOf iuA^ut:U>«)ee»tie ladncUon.
Md-oiacBeM arp ea«Ke4 bx ■»«
I k Mcle eleetrle Msrce.
t>Ua mre inoupnl In i
. collector, lo «• tu be i
, tbotu^ oonnectod to the mte-
not eaaaectcd ooBttouoialr la « ctoMd
iirt-in*gn<>tii Bi«
liKlioct from tlioae
I himMi
l-maKDet coOo have Mi ooAaao-
llMsir cuiTt«t from a aaparMo
|a-caiTent aa<l lh«ezt«m«lolrcult are
Ire circuit . nu ttiat the rntlra ariiiaiura
DOils.
p annature-eolla, the 5«ld, aitd the cx-
Mocreaae in tbe r«aUtanoe of Uie «z-
tro-motitre force from tb» decrnaw lu
fee in th<> resintanoe of lli« «xt<-m*l clr-
th« el«ctro-inotiv« fnrer, frorn tbe In-
I Tbe iwe of a r««ulaior avoltlH lbe»e
■nd>»v>iind Dynnnto.— Ttiepo aro
^ C"rti«. onf '>f »'hi<-b i« c«>iitirct«l
Ee'ext'^rnal circuit, and tljo utlicr wtih
r ex<-ltwl.
id-mBfpi&t coila are placed In a shunt
» a (inrtlon of the circuit generated
K, but all tbe difference of poteotial of
f tlie ftciil-circiilt.
Tfom^ ill tlie reMislance of Ltui external
brce. uiid a dpcrfUiw in the reRistaiice
electro-motivi- force. This 1» just the
ftnua halaocinfr of the current oc^nirs,
(»f>fwff>ii t>if fii«!!l niHl the external clr-
1- " ■ ' 11119, if tile n>sist-
I. 'nat^^ly grt^ater
t plt>ctro-ini)tive
c'iri;jiii.\ . un- ii",ibi«iiLH of ihtf external
les llirniij^h Uie Held, and the electro-
IMisitd.
touwIWDU'iil f'l/iKiino. — Tl'* "^
UIk, out- of wlili'li IH iu ir*
kiiil llie otliiir ill slinill W
Hirjii-wiMiiid niii^'iiinMf
Truu/ioHHri-u'ound Dn
'^^ = m.\9sncBio-
9810000
BxAMPLi.— The niran strength of fleld, B, of a dyni
a current of 100 amperes flows throuKli a wire; the fi
metres of the wire = 10.1987 X 10 x 100 x 5000 x 10
In the "English" or Kairp's ayotem of measuremen]
O.O.8. lines Is taken to equal one English line. Callii
Bnglisb, or Kapp's, Unefi per «quare incli, and B the ioi
per aquare cenUmetre, Bs= B -t- 930.04; and taldn? '
pounds, Pp = 631 CI"Bjs 10" 'pounds.
Torqne of an Armature.— i^ in th« last formi
to move oue wire of length /'', which carries acurreot
the field whom induction la Bg English lines jwr sqi
throuKb a drum-arnuituru splits at the commutaM
each half Koing throuRli half of the wires or ban
upon one of the wires undtM the influence of a pole-pli
Dumber of wims under the pole-pieces, then the total
radius of the armature to the centre of the conduct
then the torque = HPptr, = ^ x 531 X Cl"Bg. X 10
mnnient, or pounds acting; at a radius of 1 foot.
KxAMPUt.— Let the lenRili / of au arinalure = ao It
.5 ft., number of coniliiL-tors = liO, of which < = 80
(if the two pole- pieces at nne time, the averags '
throuffli the armature-fiolj Bg = 5 English li
current passing through the armature = 400 am)
Torque = KX&3tx400X%X6xSOx.5xl
The work done in one revolution = torque X clrcu
1 foot radius = 434.8 x B.aS = 2670 foot-pounds.
Let Uie r«Tolutlou8 per minute = SOO, then the hor
im|^^^
33000
KIectr«>4notlTe Force or the Armatnre u
r* J
XACHUfES. 1063
for two-pole machinaa.
for multipolar machines with
series-wound armature.
chloea.
for multipolar ma-
chines.
i.mFrClO-^ I fortwo-potema-
7MZtC10'* ' chin«L
SJB/VrplO-" I
lilOZreplO"' f
|tb of armature i = SO in., diameter
e 344sq. In., induction per sq. in. B^ =
fc 240 X 5 = liOO; Uien *
ISO X SOO X 10-* = TSvoUk,
^Eappia
i aabmNlnW-'Ou
I, per min.. Sab = sectional &r«a of ami-
lines per sq. in. of arraature-core, A'< =
Bted all around the ciroumrereDOC. I =
Be plate in tlie commulAtor, N = num-
iber of EncliMii lines of force,
own that cbe ileoKity o' line^ m in the
rliich is reaoh'Hl wh^n the core is satn-
■ reachetl when m = W. A fair average
ors is m = 30. anil th« area ab must be
, and not cbe groBH area of the core. Su
0,8. lines per square centimetre, Sil-
viaable in coatiauou»,cti rrent machines
than B = 17,000 C.G.S. lines per square
pe for the ma^Tiettc field in the Kap-space
r sq. cm., or 40,000 lines per sq. in., and
I lb. for each ampere of current carried.
or = =r ■ ^ --. ra which Cte tbe
ft. per mm. x C^
rmatiire.
KlclA>—Kapp rives for tbe total num-
C.G.S. lines -<- OttW) in the ma^etic cir-
iZ= number of magnetic lines. X = the
i turna = .iwTC. Ra, TtA. and RW. = re-
■paoes, the armatore, and the fleJd-maK-
I raluas of So. Ra, and ST, for dynamos
rrought iron, witb a permeabUitj of |t =
put between armatan-ooTV and polar
Dsaanred parallel to axis, A = length of
that MJh = the polar area out of which
Kh of armatnre-core. so that ofc = •«'
jr occupied bj Iron onlj b^no ■ ■ ■^■uMid.
fth of magnetic cir -i-
fleld magnet;*
r
I
1064 ELECTRICAL KXGISBKRtNG.
o.8jr
For c*Bt-tron rangnets, Z = sj — -j -sf
Tor double horse-ahoe moenetsof wrought iron,
"*'XB + SB +
2
and of cast Iron, z i ^r
' •< +
ThMOfonnuIie apply only to cases In wlilch the Interisily of maRoetl
Ib not too gretiX — say up to 10 Kspp's lint?* per equara inch. ^
SllvaniiH P- TlKiiiipson eives the ftillowiii(t method of calcuiawj
Btrtui|;t)i o( >b» Ili'Wi. or the inag-iietic tiux. MP, or the whole BUI
magnetic Unt« Quwlnic iu the circuit iu C.0.8. lines:
The niOKneiio r«-Ki«taDce of any maenetic cninluctor Is proportlo»»l
ly to Il8 leDKth aod luveniely to Itx cross-svction and its penueabilit;,
HaKnetio resistmice = tt, in which L = length of the mo^etjo
paMilnK throueh any piece of iron, S s= sectioa of the mA^etii:
pMsi^K through any piece of iron, ii = permeability of that piece ofj
In aaynamo-macnine In which the resUlaocea are three, vif.: 1. 1m
magnet coree; it. The ariuature-corei 3. The gape or oir-spaoei H
tliem,—
let Lm. Sm, f ra refer to the neld-niagnpt part nt the circuit;
Lat. fitu, flan refer to the alr-epac« part of the circuit;
f^i, &i. Mil refer to U>e arnialure part of the circuit:
the leneths norotif; each of the air-npocee being Lm, and the expoMdi
polar surface at either pole beiuf? Haa.
Total magneUc resUt^tce = ^^ + ^ + ^
Magnetic flux, or total number of msffnetio lines, =
Mr =
Lm , La* . La
Smuni JvojjMij "^ Satt-a
I\» = turns of wires, or number of turns in the ai)iral;
C = current in anipe-res passing ihrnnt^li Rpinil.
Application to Desigrning; or Dynainoii. (S.
Suppoxe 111 deiiigniiiK a dyiiaiuo it lias btt'ii ileouled vibat wlU bea<
lent Kpeed, how many coailuctors aball be wound upou the aniuUii
what quantity of magnetic lineg there must be In the field, it tbeob
ueccnary to calciilale the nixes of the iron parte and the quantity of
tion to be iirorided for by the fleld-riingnet coil^. It being known •(
\u to be, the problem Im to desien the machine so aa m ^et the r
value. Experience shows that in every t.rpe of dynamo there in m
leakage; also, that it is not wise to push tlie saturation of the arniait
to more Ihati 10.000 lines to the square centimetre at the most higll
rate<l part, and that the induction In the fleld-mag-net ouphf to
greater Ihnn this, even allowing /or leakage. Leakage may bidou
of the Mliole: hence, if (ho mngnet-corfjs aremadu of same qiiftlltj
a« the armature-corea, their crosa-sei-tion ought to be at least S, 4
aH that of the nrmntu re-core at its narrowest point If the flelJ-i
are nf ca^t ircn, the secUon oiiglit to be nt least twice aa greaU
Now. lla (the induction in the nrniature-core> = J/a -«- Sa (ormaM
through ariuatura -«- cross-sectional area of the armature; beMf
ia fixed nt Jfl.DOO lines Tier ceolimotre of cro6s-«ection, we at oacei
Ma -t- [fa. This ftxes Uw (iros§iuo of the armature-core. (K»l
Jta = 4,(XX),000 ut Viu«e, VWn \.tv«v« mviaik. "^n «. ocoss-aection eoM
. 4,0«W.»« _„.
•giiiire t^ntlmetrea tor -^qoq =^=m.-»
-fwm
rRIC MACHINES.
IOC'S
-Tbe six« of wirAA i)li Die amut-
1 which It Miusl enrry wilhoiit rUk,
j(iu ring or tiruiii ariiiatiires) pomea
,Br is aupposed HI huve Ijkii flxed Lo-
be quitntity or coppi-r thul inimC lie pul OQ
JH<^ tlial ihe eoru .sliuuKl b4! made so larKe
giiidiiiK du«s not cjcct^ \,ii'>t llie radUl
8 the size of ihu aruia(ur«-coi-e, from
;e leugth of path of tiie inaenotic lioo*
1 Ai/m of Air -tpuce.—KxiierieDco further
and the ndvwiiBg«i of making 'he pole-
« uiacbiiies) of at least 136° t*acli, ho as to
I li» Imj and So*.
'oiBM. r(c.— As abowa above, the minimum
and uialorials; /.*■ tlierttforu renialiu to
idgnet-foies must be Ifing enouRh to allow
Is, but Hliould not l>e longer. As a rule,
Lr in the joke part, tliat tliey do not odd
ft ib>- circuit, tntjn a lltilff cxlra k-n^h as
; mutter much. It now only ri'nialns to
lurus u( excitalioii fur wliicli It will be
to rewrite the formula of the magnetia
Lm , „ Lot
Bmi^m'^ Ha,
ag through the fleld^roagnet coIIb;
g^«t wire;
ay b/^).
t.iBff
A X g^w
1m + ffa« + Ra
magnetic resisi
ARm + ffa« + Ba
mairnetic resistaoM of magnets, air-
yet, bvcauN* the values of il in it depend on
on in the various partii. These bare to be
, (fiven helow: an<I. indeed. It Ib preferable
uce more, by JlvlJine ii ioto its separate
f tile aMi|)ere-tiini» reqiifulte to force the
les tbrouifh the leparate parts, and then
|n«Koet-eore9 = * ^ X — -i-l.«7.
ir spaces =-5— x8 —
irmaiure-core = -^ x — -< 1 -SST.
ait iia
he magnet-eorea, and reference to tlie table
Ibe oorrwdpnding value of iim must be.
I>fw. When the total number of Btn»>»~
jpertaiued, the gize and len^b c'
ie riso of temperature, ami r*
iier In xerien, or as a shunt
1066
tPeri
to the {
permes
Its relai
of inaK
BLECTRICA-L EXGIKEEBINO.
Permeability.— Materials differ in regard to the i
to the passage of fines of forc-e; thus iron is more peffiieable ih
permeability of a gijisstanoe is exi)res8ed t)y a co«?fllci«nl ^ "h
Its relation to the permeability of oir, which is t«l<en (u 1. If H = l
of roaanetJe lines jier square centimetre wlilcli w ill najs llit u.*li
spaoebetween the pule« of a uiHKnet, and B li
pass through a certain piece of iron in that ^
permeability variea with the (jualily of tlu' ir ■
tlon, reaching a praciieni limit for soft wruiii.-!
and for cast iron when B = ulK)ut lO.OCiO C G S
■on's experiments:
*■'•■ B'"-" "J
Annealed Wrought Iron,
• Gray Cast Iroo.
B
H
1^
B
° u
E,000
2
2,500
4,000
» ■
B.OOO
4
a,aso
5,000
!■
10.000
i
S.000
6,000
«.s
a
ll.OOO
6.5
l,«iS
7,000
43
18,000
8.5
1.412
8,000
80
■
13,000
18
1,08»
s.ooo
m m
14.000
17
833
10,000
188 ■
18,000
as.s
526
11,000
am ■
is,(xn
ss
ftoe
■
17,000
105
1S1
■
18.000
soo
90
■
19,000
3.V»
54
1^
P«rmlf«ntl>l« j%nipermge and Permliwible Deplbefl
lug for naeneta with C'ottoti-covered Wire. tW^
Kl, Engineer, Uiiu. 21, 1»!>2.»— The tables on pp. lOtW. lOeO,
lhos« of Mr. Dix, are calculated from the forinulii
UXW
X rx £
^L where C = current;
^^^^L W = emlsslvity lu watts per square inch;
^^^^B a>inf = ohms per mil foot :
^^^^^ if = circular mils ;
B T = turns per linear inch ;
■ L = number of layers in deptli.
B The emissivity id taken at .4 n-att per aq. In. (or statioisMy
rise of temperature of 85° C (OS* K.). For ainiaturen, socen
exp<-rimi-nts. it i^ approximately correct to vay that .9 wall
be Jissipaied for a rlBe of ,'55'' C.
The iuKiilaUoa allowed Is ,W7 inch on No. i^
tin No. 12 to No. 24 ; and .OOl.'i inch on No. i') ;
values for insulaiion of double-covered wires ^»i, ..^j ,^^i „,
for ImheddinK of the wires.
The litaodard of reiiistance employed is 9.612 ohms per tall^MlMl
» running temperature of tables is taken at 25° -+- a3' = «>• C. Tb»
^Tlng the depth for one layer is the diameter oTer UistOatioii.
Formnlae of Efliclenejr of DynmmiM.
(S. P. Thompson in " Munro and Jamieson's Pock«(-|lMfc,n
Tbfoi Electrical Knergy (per scivinif i of ani- drnamn tex
la the product of the wbol- '
whole current which passeN ■■
Unf/ul glrctricnl Knenji, ,
DTVJJia-KLurT^': iu^cEist^.
£ JISISIISiSlsiiHilli.:
-I ■
9 3' 3 ? - ^
s 2 i g g s
§ !ii5u£^£Siiiiiliii1
S-^^^S-SSi^i
sSiSiliSS J
ii«.fi**^^ "■
fllipspSs^lHp,^!^
IS « t'O
W ■* M IB •• B a
:r MA CHINKS.
10G9
■i
t
1
iiliS§l§giiiig^'r!ii§S
*- -H t- ffl Ci o a t- 1^ (Tt- •-• » — o «s so rt
igiiiiig§i£g3i«§ii
H s
l§i§iai§l5§S5l5lsi
i^ [ofM V lA (D K*ao o o •«
05 I " ""
CO
« IS <s ^
1070
ELECTRIC A I. EXOTNKEHIKG.
AII«>rnaUnK Cnrrmln, IHnlIIphB»i# Cnrrenls, Tranw"
formers, rt^'.-Tlu' iiroptr iIim'UssIoii of these Riihjn.'t8 un'i
*|«io>' (Imii fiiii 1>« r>ITiiH|t-tl in ihU wnrk I'onsiilt H. V. Th( '
linliiu Kli'ctrie Jlacliliifry." Itok-ll aud Crehore on " AlteruBlii
Flciiiitii; on " AlN'matinR CurreiitK,'* and KApp on ^'Dynamus, AlLfriiaiun
anil Trmisfonni'i-s."
The Kleflric Motor.— Ilie i-lectrit* motor is the sAuie machinri
the ilynnnio, liut with the nature of its operation reversed. In iiie(1jTi»a
nieclianioul energy, uucli as from a lu'll, i« eonverteii into electric cum
In th<" niutor the current t'literInK Ihi" machine is ooiiverted Into meciuiri
enerify, wiiich inav lie taken -iff by » lielt. The difference in the actiooi
the niAu-hine ana tlynanio atul as n motor Is thus explainol by Prof. F.I
Crocker, (Ctufirr'n Mug., Marvh, ]S95):
In the case of the dynamo there exists only one E.M.F., wliereHin I
Diotor tliere must always tie two.
One kilowatt dynamo, C = E ■*■ R; V> amperes = 100 volts -(- lOobBUL
One kilowatt motor, C ■■
E- g
; 10 amperes :
100 ToUa - DO Tolte
1 obin
R. the
ris the ourreot ; B, the direct E.M.F.: «, the counter E.M.F,
rewlsianee nf the circuit; K,. the resistance of the arrnaiiire
and direct E.M.I'", are the same in the two ca!«es. lint the re>
one leDlh tui miicb in tlie case of the motor, the difference i
hy tiie counter IC.M.F., which acts like reKlntance to reduce lb
the ca«e of the motor the counter E.Jl.F. represents the amoii
eli'ctrlcal energj- converted into mechaincal enerpr. Tlie so-<»l|i
oal eniciency or conversion fiictor = coiuiter E.M.F. -t- direct E.M.__
actual or commercial efncieni'V in 8<>r,<«wbat less than this, owing to
lion, Foncanlt currents, anil livsteresis.
For full dlNCUSMions of the llieor)' and practice of electric t> •■•..i
P. Thompson's " Dynamo. Electric Moehiiier.v." Knpp's " K
niisHion of Kneriry,'' Martin ami Wetzler's "Tlic Electric '
ApplicatioDS," Cox's "Continuous Current Dynamos and i,..,,.. , _
Crocker and Wheeler's " Prftutical MaDsgeDiuit ot Dynaatos and Motorftl
>UOTED IN Tras BOOK.
is«
188
tc« or a few times only, the page or pHC«a
t writers of text-books, who are quoted fre-
ts" affixed in place of tlie pagi>-nuinber,
botb OS to name!! and page uumbera.
Buel, Richard H., 608, 631
BnCfalo Forge Oo., 519, &i»
Builders' Iron Foundry, S74
Burr VVm. A., 565
Burr, Win. H., !M7, 8S9. S90. SSI
Calvert, F. Crace, 386
CttlTert & Johnson, 4(59
Cainpljell, H. H.. aii8. 450, 650
llamprmlon, Louis, 403
CiifiifulB Steel Co.. 177, 272. 277, 391
Carjwnter, R. C, 451, 615, 718, etc.
C'hfuhvick Lea.1 Works, 301, 015
I'hainberlain, P. M., 474
L'hniH'H. H. M., C31
Cliaiidlei-. Clias. F., 533
C'hupmaii Valve Mfg. Co., 103
Cliauvenet, S. H., 370
Chase, Clias. P., 31$
Clievanilier, Eugene, 610
C!hrisHe, .Taints. 3W
Clmivh, IrvliifcP.,415
Ohurclj. Will. Lei'. 7S4, lOSO
Clapii, Gw. H.,397, 403, 651
Clark. Diiiiiel Kiunear, various
Clarke, Edwin, 740
Claudel,4.S5
Clay, F. W., 291
Clerk, Diigald.MT
Cloud, John W., 861
Codman, J. E., IBS
Coffey, B. H., 810
Cofflu, Freeman C, SM
CoKgawell, W. B., 584
Cole, Koniaine C, 8SB
Coleman, J. J.. 470
Cooper, John H., 87«, 900
Cooper. Tlieodore, 262, 28S, 8ES
Colterlll and Slade, 433, 974
Cowles. Eugene 11., 388,831
Cox, A. J., m
r.ox, E. T., 829
Cox, Williani, 573
Ooxe. EekleN' B., 032
Oraddtx-'k, Tbomas, 478
Cramp, E. 8., 405
Crimp, Santo, 564
Croeker. F. B.. 1070
CuromiDs, Win. Russell, TH
Daelen.R. M.,617
Dagger, John H. J., 8S9
Daniel, Wm., 492
D'Aroy, 563
Pavenport, R. W,, 690
Day, R. E., l™""
Dean. F. W
K»
1072 LIST OF AUTBOBlTIIiS. ^H
Dwitfiir. P.. BOO
OreiirandEyth.aiB
l>r V.SflC
GrosHotcflte, W., TIB
1' ^ K , «0, Ml, 781. M2
iiH v..,m
Gnmer. L., 683
Ut\, vv,.ii.i s.. aw. loco
Hadfleld, R. A., 301, 400
iKnli^ Mnniiritoliiriiig Co., 344
Hiilpin. Druitl, TM), KM
Donald, J. T.,lt3S
Httlsey. Fretl'lc A., 41)0,817
iH.ilVln. H, Jr., 491,788
Harkuess. Win., 900
Dudley, Clitt». H., aUT, 833
Harrison, W. H., 1«»
Diulley. P. H.. 401.«a»
Dudley. W. D., m
Hart, K. H, 1047
Hnrlisr, J.,il61
DuloDK. M.,4iW,47»
nurluiuD, Johik M., 384
Dunbar, J. H., »«
Hnrtneil, Wilwn. 348. 818, fiW
Durmnd, Prof., S6
HiisRoii. \V. F. C, 1047
DwelHh&uveni-DeiT, (MS
Hanksley. T , 48.'i. 513. WM
Hazen, H. Allen, 4M
EKleBton. Thoiiion, 335, 641
Emery, (.'liaK. R, ««, 0:», 830
Engi'lbardt. F. E , 408
UllfiiiiDd Kowlaud, G?7
Hondeiwjn, Q. K., 84T, 851
Hfnlhorn, J. T., !)ti5
IlLTiiiir, Carl. IIM5
Herschel, fl.'tneiis, 683
EOKlisb, Tlios., T53
ErU>S8on, John, •■itH
Hewitt, U.C, 830
Hewitt, Wm., 917
EytelWfrIn, &e4
Hildenlirand, Wm., 913
Hill. John W.. 17
Falibairn. Sir Wm.. i40, 904. 806, 304
KIscox, G. t'.. 908
Fftlrley, W.,531, 688
Hondley, Jolm C. 45]. 688 ^H
r&Ikenau. A, 009
Hohart, J. J., e<K2 ^^M
riming, J. T, 804. 570
llod|;kiii8nn. '.NO ^^H
Fftvre and 81lherinaDD, 6S1
Hollev, Alexander !>., 377 ■
Felton, C. E.,C4B
Honey, F. R.. 47. B« ■
Fernow. B. E., 040
Hoopes i Townseud,210 ^^^
Field, C. J., 30, B87
Honslon, Rihviii J. 1001 ^^H
HuiiKlou \: Kcuui'lly, 10G8 ^^^H
Film. James H., 844
FlBther, J. J., BC1. INM
(Inward, .lames K., -^4'.'. 383.I^^H
Flynn, P. J.. 4«.t MO
Foley, NeUon, 700
Uuwdeu, JauiBS, 714 V
Howe, Henry M.. 408. 407, 451, »»■
Forbes, I'rof . ](t33
Howe, Malverd A., 170, 31S ■
Fortwy, M. N., 856
Honlnnil. A. H., i-llS ■
Foreylh. Win,, 630
Hudson, John U.. 466 ■
FoBier, K. J., 051
HuBhes, D. E., SlKl __M
Francis, J. B., .V«, 789, 867
Hngrhps, n. W., so» ^^M
Frazer, Porsifor, tH
Hntrlios, Thos. E., ill? ^^M
Fr«eiiisu, J. R.,&Ul,Be«
Huniiihreys. Alex. C 658 ^^H
Hunslcki-r, Millard. 397 J^^M
Frith, A. J.. 874
FultoD, John, 887
HUMI, Alfi&l K.. -235, 317. SlI^^H
Hnni, C'bas. V'.,S4U, 923 ^^H
GaoKUilkt £ Kuttor, BOS
Hu)-t/>ii, < 'hiirles. 383 ^^^M
Ganlt. H. L.. 408
HuiliHi. Dr., 04 ^^H
QarriHOn. F, L., *», 8.?!. 400
Qarvhi Machine C^o., 9U
Huyglient), ,58 ^^^1
^^^^^M
Qaus^. F. T, , aoi
Itieersoll-SerKeant Drill Oo.^^^|
Gay. Pttulin, 806
Gill, J. P., 067
iRherwood, Beuj. F., 47! ^^^H
Qilniore, E. P., 241
JftfoliiLS, D. 3., 511, 680, ?«fl, 780
Qlaf8ber, 483
Johnson, J. 3^309.314
Ji>hns<>u, W. B. . 4T5
Glasgow, A. G.,C64
Goodman, John, 934
Johnson. W. R.. 200
Gordon, F. W., C89, 740
Jones. Horace K., 387
Gordon, 247 ;
Oosa, W, F. M.. 668
Jones tt Lamtion Mucli!ii^Oi>.,lH
Jones & Laiighliiis, (j07. S85
Q08sler.P. G., 1061
Graff. Frederick, SBi
Kapp, Otsbert. 1033
Graham, W., SCO
Keep, W. J., 366. 951
Grant, George B., aw
Kennedy. A. B. W., 8ii5,Bffl^J«
Grant, J. J., MO
Kemot, Prof. 4M .^
Orashor. Dr„ 884
any, J. McFarlaoe, CU
Kerr, Walter C. 781 ^^M
\. VLVct^.v^A.-'K .. ',^18 ^^B
Oruy. J. U..96a
\ 'Kiia\.*\\,i.^.,«ft,«Sl,«R ^H
Onteae, D, ai.,S07
\ i&\<a»ib\<j,)-U.xXan ^^M
^B^ ^^^^H
M
\ «
^m
AUTHORITIES. 1073
Nbo. J. a. 367,409
Nawberiy, J. S., 6*4
Newcoinlj, 8lmou, 488
J
■
, ■
New Jersey Steel & Iron Co., 853, UO
\M
Newton, Sir Isaac. 475
1 ~
Nlchol, B. C. 471
NichoU.. ass
Norrig, R. Van A , 5S1
Norwalk Iron Works Co.. 488. fiM
Nystroni, John W., 86S
Ordwfty, Prof., 489
\M
Paret. T. Dunk In, 9e7
Parker. W., 351
m
Parsons, H. lie B, 361
^^H
PassbiirK, Emil, 486
■
Pattiusou, John, GSS
PH!let, M.,471. 478, 73t
^^^
VvUvn Water Wheel L'o., tOl, iS74, B»
Pence, VV. V, 394
Pfiieoyd Iron Works, !7», 838, 809
Pennell. Artliiir, BS5
IWB
Pt'iinsylvHiiia R. R. Co.. 807. Hit. 3S9
Philailelpli in Enj^neerinB Worka, M8
Philbriek, P. H . 440
Pldllliis, W. B., B'»
PhtPDix Bridge Co., 262
Pha-uix Iron Co., 181, 887
I ■
Pieree, C. 8..4a4
Picrrt-, H. M.. 641 ^.
Pittuburg TentluK Laboratory. 949
Piatt, Jiiiiii, l!t7
Pocock. F. A.. 505
t\)r(er. Chas. T.. 66a. VW. 8a0
Polto!-, E. C, (HO
PoitHville iT'on & Steel Co., BM
Pouillei. *ao 1
1
Poll reel. Alrxandre, 404 ■
■
.
Pouimrdiii. M , tiST 1
H
Powell, A. M , 975
Pratt & Whitoi-y Co., 808, IRS
Price, U. !i, iiiU
Proiiy, Sftl
Pryibil, P., 977
Quereau, C. H., 663, 809
1
»
Ramspv, Ershine, 0.38
KjviiU lirill Co., 490, 608
Hand .Iph & Cloxres. 198
Itankine, W. J M . various
1
BooKOiue, Erne:4l L., 'HI
Raymond. K. W.CSl.OM
Reeae, Jacob, 900
Regnanlt, M.. various
Rek-hhelm. E. P., 651
1
Ronnie, J.)lm, 9M8
Reiileana. varioiw
HichariU, Frank. 488. 491. 809
Ricb«rds. John. 906, 970
KioharilB, Windsor, 4<M
Rledler. Prof.. 607
Rilw, F. M., 783, 818
Rol)i"rl»-Aus(en, Prof.. 4B1
Robinson. H.. I05I
Robinson. S. W., 688
/ Bockwood, Q. J.. W"
/ JohnA-RoebUniftl
s
W?4
LIST OF AUTHORrriES.
Haul
ilker, C. R., «6
RowUnii, Prof., 4»6
BiMt »Bd CooIWK''. '••*'
S<Mller. P. P.. ^
Saint Tenant, s«
8andl*rK. C P., 3*4
Hnundere, J. L ■ »J*
B»iiud»T», W. L,..««
-lJ,effler,F.A..««t
:hrat«r. Prof., ™°„_
ochutte, L., * <lo-. "*<
geatoii, TariouB ^^ „„ «-
^eller8, Oolenuui, 8»0, BoS. *«»
Srilere. Wm.. «04
Sharpies S P., mi. 689
Shelton, F. H-. «M
Sliock. W. H., 30^
fUinpson. M
ancSlr, Anrui, 803
81o*ne, T. O'Connor, ItBf
SmeatoD Wn>.,4M
Sn.ilh, ChM. A.., 587 874
Smilli, U. Shftler, ii50, MB
Smith. HftinlUon. Jr.. 580
Siuitli, Jeiise M.. lOuO
smith. J. U.ickuall, t^, 308
Smith Oberlin. («6, 978
SraiUi. R. H.. 962
Smith, Scott A., OT4
Snell, Henry I-. »"
stead. J. E, 409
Stearns, Ail><»rt, 4Ba
Stein and Schwan, 410
Slephena, U- F., 208
Rtillman. Thoa B.,9*l
SloclcBllier, E. 4B3
Btrooiejer. C. E., 3»
Strutbers, Joseph, 451
Bturtevant. B. F., Oo., 487, 878
Rtut, J. C. H , 844
StyRe. Knut, 888
SupleiH.H.m77S
Sut«r. Geo. A.. (^
Sweet. John E., 888
I
Yabor, Harrla. 751
Tathani & Bros., 201
Taylor, Fred. W.. 880
Taylor. W. J.. M6
Thels8, Emit. 818
Thoni»«.J. W.. 309 ^.
Thompson, Silvanus P., 1004, W»6
Thomson, Rllbu, lOT.'J
Tlioiiison, Sir Win.. 461, \C«»
Thurston, R. H., ■vanoun
Til^liiuflu, B. F., 966
Tompkiiis, c. B., aao
Torranw. H. C, 401
Towne, Henry R.8;6.«^.»"
Townsend, I'lvid, *>3
Trautwine.J C,69.11MU.48!
Trautwine. J. C.. Jr ■ ^ j|j
Trenton Iron Co.. Sl«, -"SS. ^'
Tribe. James, T6&
Troiz. E 458
TrowbridKc, John. 497
Trowbridite. W. P.. 4,8, jI8. .«>
Tiilt. J. E . fll6
Tweddell. R H.. 619
Tj-ler, A. H., ^U)
Vnwhi. W. Cawthome, rartOO*
Urqnbart. Thos.. 615
O. S. Testing Board, 30o
Vacuum Oil Co., 943
Vnir O. O., 030
Violette, M. 640,0«
Vladoniiroff, I... 31"
Wade, Major, 32U 874
Walles. J. W 404
Walker We. Co.. 906
WalHs. Philip. «58 , _^ «
Warren Foundry & Mftch. CO-, W
Weaver. W. D.. 1043
Webber. Samuel. MI, »»
Webber. W. O.. »«
WebBter.W. R. 3W _^„
Weideniuun & ^ '^""u.**"
Weiublman, W. H.. iO~
WellinKloH, A. M.,21>0.9i«.S8
West, Chas. U.. 916
West. Thoraan D.. 3«
WesTinghoiise & Oalt^n, «» j
WestinRhouse E . it Mfg. U)..«
Westou, Edward, 1029 J
Wbitham. Jay '*a*'^ "*'
Whitney. A. J.. wB
wiiUt,^j.R.,5)«.^
Williamson, Prof., o»
Wilson. Uobert.^
Wheeler. H. A.. MB
White, Clias. F.. .14
White, MiiiiuKel, 40(5
Wohler, *•«. *tO
WoU-ott, F. P.. 9*'J ,,_ ,^i
Wolff. Alf fed U . 4»4, 517, 588.1
Wood, De Volson, various.
Wood. H. A., 9
Wood, M. P.. 886. M9
WoodhuiT. C J H.. 387, m
W«>tte". J. E.. »6
Wriifht, C. K. Alder. 881
WriKht: A.W..289
Yarrow. A.F..710
Yarrow & CVi., 807
Xate«,J- A.. S87
\'
INDEX.
liiiies,
Analyses of allovs (Me AJloya)
of asbcsuiii, 3S5
of coalu («•« Coal)
of fire-clay, a94
of nia);DL>»ite, 385
of steel (.see Steel)
of water, 558
Analytical Vermel ry, 69
AntMiiometer, 491
Aii^lt^ Ixlrs. sizes and weights, 17{
wei^lil nntl strenetli, ^79
AdkIi?, Che econiiinical, 447
AnRlBa. plotliiig-wiiliiiiit protractor, 53
problems In, ;t7-38
Angular velocity, li'i
Animal powpr, 438
AnnpaliuK, effect oil couductirilXi
IftiO
iron, effect of on magnetic capacity,
3<M
nou-OTiilizing process of, 33"
of steel, 394, 413
Annuities, 15-17
Antiular georine, 896
Antliracile, aualyses ot, BM
gas, 047
apace occiipEi^i by, SS5
value of Bizea of, SSa
Anli-fiieliuii metals, 933
Antimony. 107
alitiyit, 336
ApoMiecailes' measure and welKbt,
IS, Ifl
Arc lamps, li^hling power of, 105S
Arches, tie roda for, S81
Area of circle*. HM, 108
of irretfular ugui'es, 55, 56
A riHimt'tlc, 2
Arilhiiietical proprresslon, II
Armature circuit, E. M. F. of, 106»
Asbestos. ii5
Asymptdtes ot liyperliola, 71
Atmosphere, itiolstine In, ■ISB
Atomic weiKhl of elemeDts, 163
,\vninlupoiB weiRht. lU
Axles, steel, speciflcatloiis for, 401
strength of, 'i99
Batibitt uifftals, S36
Babcock & Wilcox boJto"
different coaVs, VtA
107G
IMJliik.
I 043
L-li III! dti IticoiTect, 19
no
•i-..ry of, 8:6
• ii>. 011
IJti
BniT-T - -
Hl.^
M.I
]lui.
Hi,
►■ N
Hn.i . :.■! I!.:.
IJfti.i.. -. .,■ . ,i.i!-u;.^ <<li Vlflla. o67
roriiiuiu, lluw of wuler, !'CiA
tVniiis miii chaiiiiflK, Trenton, 'J78
Ur„,,,. il,v„... of, ar,7
.1 i-iiKtii. ail
x.'i I'iiie, I0''j3
tui; - , ^''1*
str>'ii>;ili mI. '^'.8
Beiii'iiik.'ini>lal nlloyR. .133
Beariiitf luatnlm nnii frloiloii.BS:!
TVnrliitcs iurr JiMirnAl-be»HnEll)
lutll, UIO
fnf liii;li opreds, 041
pi»ot, \m
1U'<l-|>liilrs of viiKiiien, CI?
hvM <'i'iiif 111. S,S7
BrI;
Bi'l •.!, 8T-I. 884
Uff . 'T.>ct of on flow of
Benils, vnlvi^, eiv., resislttiicv to flow
.1., isN. ('.:■.'
I ffli
Asl-lron, STB
Ihihaiiials, tliv<'reiii, SS, S9
BiriiiinicliAni Oangv, 48
Biiimiith, lir?
alloys. S.W
Bituiiiiiioiii coal (tec ComI)
Bkmt furiiQcr boilt^ni, MO
I)l»ok« or piillpys. *i8
Klreuglh of, 90S
Blowi^ni tuid f«u», Sll-Sdt
experiiiivnU wlUi, 514
for cupolas. 518, %a
IK>^ll>v.' r\'1ary. 536
Bl.>
BI>.'
Bivi
-, 5«
' on g(e«l,39Q
n. .,-..f.::i
I,
li' - II •:, ■-■^i ."S6
siiip, and UDk pliUes. 399
the steam. (577-741
"iNso. holiiiuK power of, SUJ
BwJf« (j(riiiMiii.boners>
fooomotircsflu
tofwaier.SfiD
t«,4B5
aot,sii
bullti, lioldiiig power of, ISO
EtreiiKili nf, jflj
BruiiA hI1">k. |)J5.
cruiipuNiliun uf Hilled. 90S
slie«t niid bar, S(KI
tublUK. Uih •JOO
wir^ and iiliitets rHY^
Bdclc. lift- . sizoi nf, 238, 234
slreiiKlli of. 302,312
Brlcl<». at>s«r]iiioii of water bf,3l
iimKncsia, '.eib
Bik-kwiiric, wcIrIiI of, 161)
BridK^ ineniliers, tvorlring
aos
proporliotiln^ niaterlak in,
tniss<?s, 44.1
KriiH', spt^-iJlc cra\ ity. etc., 4M, I
Broiizt* («fe Allfivsi. 919
Drdiixes, aiiL-ieul. S-iS
Building ('^unBtrnvlInn, tOIJ
rnnlfrials, siziex and weichtk
IM ^"
Bonvancy, MO
Burr irutH, 443
Pttblcs. ••lect.i io, itisulalrd, lOH
wiif. SSS. 323
C»lile-w«js, sutip«ii8ioD, 915
Caduifuni, )fl7
Calculus, diffrrrnlial. T2
Culorio rngiDfs, t^M
Caloririielera, sieani, 7W
Caloriiiielrio tests of 0O»J| CM
Cam. I be. <3S
Canals, sy- -'Isou, IOCS
Canvas, M j«
Carb.:.n, t'l f sl«J, 4«
efffvt of iiii i^lrt-u^tli (»f at«t)l»
Car-ht>atiOK by steam. SiM
CnskB. (H
CaslinKB. iron, oiialyiieg of. 373
ghrinkaco of, STil
st.-^l, li'
II patiem, SOS
iir«5, STB
Com
Bl
liad, r.j
nalinable. 375
sptvitio fcTiiivitT. 374
sptviflei.
BirengT I
Caieiiar.i ■ n of, 61
tlie Wirt U'pr. tie
Cenieal. welvbl uf. 170
for bells. I«
mortar, strenpii* of, 319
CeDtigmdr and KabmiltaM
Centie .f i-.viiv. 418
ft - ..V
iv 421
Onin:i j:al fans, &il
lotof \ii 4^ -'*.\iits^«k.^3Ck J9B
\01'i
ps
Oompnuod unite of weight antl meas-
ure. 27
Coiiipn»*e<] air. -ISS, W
vraoes, ills
motors. SOT
tnumiiisfiion, 488
£t««l. 410
C<>m|im«sion and czpaasioo of air, SSt
ID steain-en^DeK, fSl
unit strninn, 3n)
t'onipressivif strt^nKih, iH
of iron h»ni. 3M
CoinprHSSOPs air, 503
I ''initetMer, evaporatlTe surface, SM
(•'•nilenserB, SaO-SlO
C'jiideiuer-talNia, tranamiaiioD of beat
in, 47S
CoDdenftin? water, coDtinaous u*e of,
Mt
Condiiciioti of beat, 4«8
Coiuluetivity, electrical, I08«
uf steel, iafluence of composttioii OH.
403
Conductors, electrical, tOS>
Cone, uieaaurpv of, A|
pullerjra, 874
Coiiic RectiOD«, 71
Conoid, parabolic, C3
Conned III); rod*. 799
rods, taiierj-d. SOI
Coniervation of energy, 138
(.'oniftruiMion of tiiiililinga, 1010
C'onrcction of iieat, 471
(V.nvej'ors. belt, 911
Cooling of air for venttlatioa, SSt
OM>r«ltiiate nxi'S. 60
Copper. 187
at high temperatures, Mrergtb of.
309
balls, hollow. S8D
round bolt. 4M
strength of, 800
tubinK. 200
wire and plat**, 803
wire, tables of, 218-390
wire, resistance of hot and cold,
1034, 1035
wire, cost of for lontf'llstaitee trans-
mlseioD. Wti
Cordage, 841, S44, 006
Cork, properties of, 816
Corro8lou of Iron, 385
of steam-boilers, 716. 719
Corrosive af^^nts in ntuio«p1)ere, 3S6
CorruKitetl iron. 181
furnaces, *.T,ti, TCv', 709
Cosecant of a<i ani;le, <I5
Conine of an ftiiftle, fl5 »
Conines, tables of. 159
Cost of coal (or Hteam-power, 780
of Hteuin-pOM'er, 790
Cotanpent of an angle, 65
CoiintiTliiilanciiiif englnea, 788
locoinotivea, 864
of winding enRlnea, 90»
Couple.-, 418
CoveriiiBH for 5l*e •«
x'k fiinmila ' «n^
ICruiie^, classif
IU78
. CnuMW. ««iBreHMl-air.
turn in. 4«>
UJDKX.
BU
Cruk A^e*. 880
kruiLHb.(n)
ptM.tor«>t
■iwfu, KJ«
Crocs-lM'iMl K*i<a«h "H
irrui:lble Rtefl, tlO
('nifiliiiiK KtreoKth of maaontr mate-
I'libitliire of Totuinea of revoluUoa, 76
('ill.. 'riiols, lableof, 80
Clll.i IS
("III iiiic* for, 519
I"
Cm -.-'.I
CllM M
Cti I •
illlfi r.Mili,
irK>ns>ir<<
'f.
r >.f, 19
ijllJltkill iif, TO
(W
C.i'olniilnl irrtli Of nenn. 802
CyWiitlers urn) pl|ieK, conlenta o(, ISO,
n\
<X>ndeii9iatlon, TSa, 753
enKliie, dliiit-iiHlon<( of, 798
hollow, ivsistance of, '-164
hollnn-, i)trf<n^h of, 8if7-a80
inc«8Ures of, 01
CjlliiilHcol ring-, 68
• I
naneeroiix Rtcain bojlf^ra, 790
Dnin.stalilllt.vorH. 41T
D'APoy's forimilii, (low of water, B68
Drcliual raulYaleutu of tractions, 8, 4
Declmols. 3
Hqiiann! and cubes of, 101
r>«-ck >)eauis, nixes ftud wefgbta, 177
D<-lta metal, 8i6
wire, 385
Denominate nuniben), 5
Deoxiillsed bronze, 937
Ivrrioki*, st-rewww In, 441
KXainetral pltcli. 888
)ifferetiliol calculus, 78
forniH, int^rals of, 78|19
ifearlng. 808
fiulley, 480
Hcrev, 489
rerew. efllcleQcy of, 874
wirullass, 430
niflcoiinl Mild interest, 13
Disk fans. Rii
TVHptwnmieiitor vesselfl, 1001,1006
Draufcht of chtmnsv!!, 731
DrawlnB-presspH, blankn for, 973
nrHJIne holes, speed of, BS6
tnncliijiwi, wloctric, 056
Urnp-prens. prfssuri" of, 073
Dniiiifi fnr lioi»tlin.'iopeB. 917
Dryii>(f aud evaporatiuD, 46S
J'O'lfiK in vaciium, 466
Pry nwnsuro, 18
FHictllitv of metals, 169
Kiist espIoaioDB, 642
fuel, MS
r>iM ii)iiljl\ nf {rOD, 88B
• lie, 56
- i>f piinniiiigen,
J ajid engine, «'
1149
flet-lric machines, 1061
Dynamos, deaifniing of, 1064
pffleiency of. 1086
Dynsniorueters, 078-080
Earths, weifrht of, 170
Earth rilling, weight of. 170
Ecceniric loading of coluniiis. ilH
Ecceritrifj!, 8teani enirine, BIS
Eeononiizera, fuel. »I3
Edison or circular mil win ga
S9.S0
EfBclency of a tnai-liiiie, 499
of boilers. C63, 680
of eln-tric transmission, 1047
of pumps ^-i. 008
of Bteani-enBiiies, 749. 776
ElTort, definition of, 4S9
Elastic limit. 236
elevation of, S38
F.laf-tic resilienre. 270
Klastlc-ity, niuduhiK of. 237. 314
Eleotrie acoiuuulatitrn, J055
conductivity of sterl. 403
ffunerator. e(nc'len4.'y of, 1018
beatiog^, M6, lOfrt
lif^btini;. 1061
mo lor. 1070
pumpintr-plant. 1049
railways, 1050
traiisniit^lon, tOSS
trniismiKsinn, ecoaomytll^
wridine, 1053
Electrical englneerinK, 1034
horse-powers, table of, 1013
reststance, 1088
gtandardg of measurement, II
unit«, 1034
Electricity, analogy with flo'
water, 1027
heating by, W6, 1054
Electro-chemical ei|iiiralent<i, II
magoelic measureineitits, 10G8
mBKtieta, 1068
mairnets, polarity of, 1060
Elect rtilysis. 1067
Eieme rit8. chemical, 163
of maclilues, 43."i
EHipw. constnictlon of, 48
equation of, 70
measures of, 50
Elli|»<oid, 08
Kloniralion. measure of, 99
Eiiierv. Kradea of, 068
wheels, 967-969
Eridlegs Kcrew, 440
Energy, concervniioD of,
of recoil of guuK. 431
or stored wor-k, 430
sources of. 482
\ V.T^¥^ne-f^ann•8 nr bed-plales.
icrr»
{DBX.
ot '*»"■; ■
Flu---
ecu i ■
I Fly
:/;;r.;:!.:"-^*
1,450
tO'.O
Kera, t<B
'^""'"■■' 1 unit n< ""f"- *irto« pr"^"*""
For''
Fori--
1^: ::^^^-^^
F' .«i
l-' — . ... ,.,..*«iKe»' ^,
^ 1 . f,,jii
1080 IKDEX. ^H
n— - . , ivwi ttw
Heat, st<*rlDE of, 789 ^^^
Oltv •-."-■■ 1 WS, W3
iranaiuitiiiis powers of snbsUnws
-I'l ...ibn, 714
478
unit, 4SA. 660 _
riii-i.biti
HeateiT^. feeil water, 7'J7 M
lUtiriiiuATlliK. U>I
Ueatiuk' ft iMiildint: to 70° F., 5<fi ■
Ml •■■ '■'-' <«lueof. AM
and Vfuillaiion. .■•■.38.540 ^^1
|. htn, 188, m
l)lo»-fr),y8ieni of. .54.5 ^^^H
I'l
l)y eleotrlctty, 546. 1054 ^^H
>.i 1
by e.tlm«Rl-st«'Bm, 780 ^^
Qii- vlfc'ul.4riO
1,. . ..r,\M;
by hot water. 542
of electric conductors, 1083
». ..... -. , . ...... h'ruTity of, ICO
of larg;e liuiMingyi, 5S4
pn*|«'rljr« wf, ■^7\t
Hurface of boilers. 978
K|j«'i-inc lii'at of, •l.'iS
Hoine iKiiler, te«t with different «l
whkIo. n-... in. .1,1 iMiilerx, 680, 010
688
ClnMnllrii-
Helix. 60
lluiitCK, " 't-meMI, 128-31
Hodekiujwn'g rormtila, MS
<l>-nnui' :..-, .,r,81»
UoUtine. 90(1-910
coal, 34.?
..f ... 1..-., ■,.■,-.
enKint><i, power of, 9C6
pneumatic. 909 ^^
»()i,f,! ..f, w:,
t.hilhi-tl-nliwl, laO, 867-4)00
rope, :im ^^M
Hookt. liuiKthij;, 907 ^^H
tlewr (fvth, »lreiiKlll of, 900-800
-wIimbIs, Ki/e anil «i>e«d of, 891
Korse-i^in. 434 ^^^H
flr,.iii<-li li-iil iM-obleiiid, 3T
work of a, 434 ^^^H
)>riiKi"''*<ioii, 11
Horitti- power. 430 ^^^H
liniposiilouB, ,'):i
constants. 7.'.7, 7IV8 ^^^H
Orrniuii sllvci-. .'««, 33i
of tioniDK water, n89 ^^^H
Hilver, NlrfiiKlli uf. 900
of sEenin-boilers, 077, 9/19 ^^^H
01r.leiM f.ii- li'iiliTS, TUM
uf steam eiiginefi, 7>K> ^^^|
UliiKS, KkyllBlit, Iftl
strriifftli of, iwe
ptjuer-lioui's, 429 ^^^H
}lom«, friction Itffisec in, 680 ^^^^H
(ii.nliiu K formula, 847
H.jt-air engines, 881 ^^B
water beniing^, M'^ V
fl..v..|n..rs. 8im
Howe tniinx, 445 1
liniiii, wi'lght of, i;0
Humidity iu atfuOKpher«i, 48S 1
GraiiU«, ■l.niufcth uf, 310
Hydraulic appumtus, (S16 I
Grale and healing giirface of* boiler,
enj.'iiif. (119 u
078
Hydraulics, Hon' of water, S8fc|^H
Cirn)ililte as a lubricant, IMS
for^iufr. 018 ^^^H
paiiii, ma
^rnde line. 578 ^^^H
Oravilv , HccelerntWu due to, 434
power, 617 ^B
centre of, 418
|]r*n<.<iiu'e t rsnamisslon, 61$
speciflc, 168
ram, (114
(irt>at<>>it oriniinon nieaEure, 8
Hydriiiiieler. 1C5
Grei'iiliouiiu lionting by hot water, 648
JiyKiiiMielei-, dry and wet bulb, 1
li.v steniii, ^i-W
Hyperbola, eqimtion ttf, 71
ftrrt-n's fuel rconnoiizers, 713
conht ruction of, 4U
UrindstoncH, 008,970
Ilyperl)..lii' loirariihnift, ISO
a.vrati..n, centre and radius of, BIT,
curve in indicator itiafrntmit, 71
-'»», i-X, 4^1
Ilypocyclold, 50
IlaulafTB, wlre-ro|>e, fllj
l-beaiiiK, Bixef! and weighlg, 177
Hawiey down-draught furnace, TV3
properties of, 474
TTejidH of boUei's, TOG
spaciUK of. •m, 2S0
Heat. US 478
Ice ami snow. 550
boilliiB-iMiiiitg. 466
ccindtiuliou of, 408
Ice-imikini; inachineB, 961-10011
inannfacture. 099
coiivecMun of, <7I
lilumlnatiuK ,ras, 051
(>zpiiiiHloii by,4ri9
Tm|>act of bodies, 431
L-enerated by electric eurrenti), 103J
latent, 401
Incandescent lamps, 1051 .^^^|
Inches and fractions, deol^^^l
latent, of eraporatiun, 462
latent, of fiiBlou, 4fil
foot, ^^^H
Inclined plane. 437 m
aieltlug-poiula, 455
0/ combustion, 456
\)lanes, haulitif^ on, 918, 915 1
\ ^\M\«v'«\«i^^w<» Qti,.428 1
radtjxaon of, 4ttJ
1 specific, 457
1081
Leakage of gUiAin in eofrlnv*. 761
Lenst coMimoii iiiuUiple, i
Leather, stre iiitth of. 303
l>e Cliatelifr's pyromwier, 4AI
LeToHinz l.>¥ barometar, 4fti
Lever, the bent, 486
Levers. 435
Ugnite^, Western. G31
Lime, weijilitof, ITO
Limestoae, slreiigth of. 313
Limit Kaii(;eA for sorew-threadii, »)6
Lines of forw. 1060
LInkR. encitie, 818
Link-iuijtioii, .S.34
Liquation t)f alloys, 833
Liquiil iiiea-siire, IH
Lii)uid!i. weight and sn. gr, 164
Locomotive, tlrelesw, S66
Locomotives, liil-#6«
(liineiisious i>r. 800
tests of. ft63
LoKHriihmIc curve, 71
Hine-S. etc., 162
Lora^iihiiis. hyperbolic, ISO
difte'-entitti of 77
o' niiinbera, rJT-lSli
Jjogs. Inmber. efc. weight of, S3!
Loop, the »l<mni, 670
I/iss of beftii ill pipes, 573
LnViricant.*, 012
Lubrication, 912
Lumber, weight of, S^J
Machines, elemenU of, 485 ^"t**'
Machlne-sliop, the. 953-978 «^ '
shop practl(,-e, KV'J ^
shops, pcvwer iigeri In, 966
tmrews. 208, axi
toots, power retiiilred for, 980-985
tools, proportioning tdzesof, iffS
SlaclnurTn's theorem, 76
Magnesia bricks, S35
MoKnetiiiiin. liW
Magnetic bHiaiice, 396
capacicv of iron, effect of auDeallug
OU.396
circuit, 1060
elrcnit. units of, 10M
HelJ, slivngth of, 1068
Maencts. wiuding of. 1068
JlBlleatiiliiv of rm-tals, IfKl
.llalieHlile caMSiiRS, rules tor, 8T6
oast-iroo. 375
Mandi-uls, sizes of, 972
Maognnese, 168
bronze, 331
liitUience of on cast-iron. Mo
Inliiieii'ce of on «teel, 389
plnling of iron, 387
steel, 4017
Mannesmnnn tubes, 286
Manomoter, air, 481
Man-power. 433
Maimre as fuel, M3
Man -wheel. 434
Marlile, Ktren'"
Marine engi'^
engine, IK
engine p
1082 INDEX. ^H
Ibrlns cogine, rmlio o( cyliudera, T66,
M«rrioiu-'s law. iro, T42
Nuts and bolu. im. 211 1
Olim, defiuilion of, 10^ 1
MAMmirv malrrJalH. sCreiigU) Of. 313
Ohm's law. lino ■
nmiirinlB, wrifrhl and sp. ^., IW
Oil nt- edfd for engines. 943 H
Mnli-nalM, Kl.V^a.'S
Oils and ooal n*. fuel, G46 H
Hi ri-llt;tll (if. aiWtii
lubrioaUnR, !M4 ■
Mnxjrim an<l fiiiiiliiiii. TG
Open-heartli steel. JiOl H
Wi'iisures rtiid Wflulits, 17
Ores, w«i)rlit uf . 170 ■
of WDik, power, unil diity, 3T
MtHilimiii-ai e<|iilvnlent of htiat, 4S6
Osclllutioa, centre of, 431 ^^B
Oxen, power of, 435 ^^^|
ivowerg {are Elfnients of Machioes),
43ft
Bli'kcrs, 711
Ordinates, 69 ^^H
«, value of. 57 V
M»-i-liiiiiics, ^IR-MT
PackinK-rinus, enKlnes, 796 ■
M>*UHrHkl oniiiiirfKWd-air tnuiiway, 609
Paddlc-wlieelH. 1013 ■
Mi*liliiK')><>i><t^ ol sulmtancvs, 455
Paint, qiiaiilies of. ;W9 M
Memphis hricl|;p, strains on steel, 881
Paint itii; wood and iron structonfl
Xt'iiHiiralion, M
Paiabola. coiiBtruction of, 48 fl
MiTiMirv. 16S
equation of, 70 ■
liHlh pivot, !M0
Parat)olic conoid, 68 |
Vf>rriiiian'« foi-niiila for eolumiu. 960
MeaiirA nnil Nouel's pyrometer, 43$
Parallel forceii, 417 ^^U
Farnllelnprnm, 54 ^^^|
Mainline, BIT)
of forcfg, 410 ^^^H
SIi'fHl». proptrties of the, 107
t«Mi' fur i-ali'iilatiDt; welKlit of, 189
Parpntlim-es, 3-S ^^^H
Partial payments. 15 ^^^H
1 u>'ii;l<t atxl SI), er, of, 101
' Mi-tric foiivi>rslnn taliU-s, 93-26
Peat or turf. 643 ^^H
Peltoiiwhi-el table. SiS6 ^^H
imiisiirrs ftnd weiKlits, 21-32
water wheel. 597 ^^^|
Mi-firs. wnlpr, fiTB
Fend iiluiii. 422 ^^M
MiKflrviilBr, 18. -Jt*
conical, 4£'i ^M
Milling (.■iiltci's. 007
Percus-sion, centre of, 482
ciill.TS for ^>earH, 802
Perforated plates, excess streni
iiiiiiliiii.'s. rosiilt* with, 060
.H59
Mill pnwiT, M«l
Penniilation, 10
MliiiT« Inch. 18
Perpetual motion, 488
iiicli nipasiireim-'iit. 585
Petroleum, 645
MiiiH-voiitllntlnE fans, S2I
as fuel, C4.'i. 646
vi^iililalion. Nil
-l)iirnin«- locomotive, 866
M.idiiliirt of ela.sHLMI,v, a37, 8M
di.'itillatranr. 645
* MoUtiire in HieHni. 73»
engines, m)
Mol«?swc.rtli"K formula, flow of water.
priidiiei.s, specifications. 944
.■»-•
Phosplmr-lironxe, m^ 384
Moment of force. 1116
wife. 225
of inertia, ar, 410
Phosphorus, InBuebce of on cast
Riatimtl. -117
367
M'^nifntuni, 428
influence of on s(«el, 889
Moriir* laws of friction. 938
F'ieaoiueter, the. 5K2
Mrriar. Btn-npth of. 313
Pie-iron, annlyfiix of, 871
Mi»lion. Newton's lows of. 415
cheniiHtry of. 370
Motor, elfptrlr. 1070
ifradioB of. 365
inHiience of silicon, elft on. M
Jloliu-R. compress<tl-air, B07
Moiililiiif'Kand. BS3
te.(aof,8t)9
Moviii(j strut, 4'M
Pillars, strength of. 346
Milieu, fwiver of, iHH
Pi tot tube Kaug«, 683
MiilliphaAe curretitfl, 1070
Pipe,
ottiiifrti, cast-Iron, 187
MiiBhet steel, 409
lead, 200, 201
Nails, 213, 215
riveted. 107
Kcretvs. pt<-., hoWine power, 289-391
sheet-iron hydraulic, 191
Napbtha-eneliies, KM
spiral rivetw) 197
N«plf,r> riilp for (low of steam, 668
Pipes, air-bound, .'i79
NatiirnI gag, 649
and cylinders, oontente of. I».
Nautical measure, 17
cast-iron, thickness of. ies. 190
Newton "a laws of motion, 415
Nffkel, 166
ca.<it-iron. weight of, J85, ISS
COile<l, 199
.f^nr-*"
eKvKt Of bends In, 488, 5V8, TO
Nogzles, niefl8iireiii«ntot«r&teTb5,^M
tio-n Ql\^«a\.x>.,«zn ^^^H
»>
air-l'»i",i 605, «8
gucuon ol, ^
(tea, 18
»-«
ftiid e*^
ISDBX.
llvr-tliiir-mao1iliir8. brdnuilio, 618
I
u'l of. aco
I iaK«« on 4.SS
■v. Boa
MM
' ial«, IKl, ItM
, i«-i-iW7
Dl, XW, WOO
mr. .'m,345
.«, 536
|{. .•lerKted,430
Ktile u( tbra<«, 6
KuHi li-w cotkUuga for iron, 889
Safety, factors of, 8M
Sitfeiy valves, 7*1
SHliuoiiieter, (<trvui;tli of lirln«8, Hi
Salt, i)itinu(acltii't' of, 403
s.>liil>illly of, 4U
weijiht of, 170
Sa:)<l-I>las%9eie
iiioiililing, 99d
Kawiliial as fuel, 043
,Sii»liig ni>-tjtl, 966
tfciilf auil iiiL-i'USlatiou, BBl
ill Ktuaiii iHiilei-H, TlO
Sc'lik-le'8 aiiiifrk'tluu curve, 60
liivoi-lvnrinK, 939
Sfiewbolts, effloiency of, B74
•lifTrivutial, 439
fDillesH, 440
the, 437
lliifiwl. Powell's, 975
ilireada, !»!, 208
llireads, metric, 9E0
propeller, lOlU
BcrewB and acrew-threada, 074
holding power of, gSO
iiiaehliie, »)(!, -JOO
S«.'ant of an angle, 6.5
SiHilurs and Begments, 89
Sediiiieut lu steam-lioilera, TIT
S«^t;er'B flre-olav pyrometer, 453
Hegineiitsof a uircle, table, 116
Segregation in sieel ingots, 404
SepiirBtoi-s, steam, 788
Set screws, holJUiK l>ower of, 977
Seivers. (cra<le of, 5<jfl
Shiift-ln-arinKS, 810
KOvernor, Ki8
Shaftliitf, 8CT-KT-.i
table for laying out, 873
Sbafts, engine, iSO-SIS
tly-whet'V, 809
propeller, etrenKtb of, 815
Shapes of leBt-speeimeng, SM3
Slienriiig, effect of on steel, 894
strength of iron, 30«j
Iti-eiiRrli of ivoodrt, 3V2
■ sisianceof rivets, iW3
3V
i Of, lefe
V
Bbearinp, imit Mrains, 880
Shear-pules, stresses in. 442
Sheet ii'iin and steel, weight of,
Shells, spherical »trt-nglh.of,
Shiii);les, W\/x-i and weiKhi, 183
Shlpplnif measnif, l!i, luoi
Ships, rtsisluMi-e of, 1002
Shoclm. reslBtunce to, SMO, »il
Shot. laid. VH
Shrinl;,.,;.- of (.•n.stiupj. 951
SI 973
Si. lionietrical fuuctl
n I. 1
SMK''Hi-lin.i;zi' wires. 2SS, 3li8
Silicon, iiifltienee oronos(-irol
lutliience of on steel, 889
Silver. IflH
Simpson's nile. 66
Sine of an unele, OS
Sines, eosines, et«., table
etc., Inparilliiiiic, 108
8iul(ing-fuTid«. 17
Siphon, the^ 681
Slate, Hizes and weights, 18$
Slide-valve, «!4-Ml5
Sniokepieveniiciu, 718
Bnow nnd io<-, 550
Soapwlone n.H a lubricant, 9IS _
Softeners, use of In foundry, M
Softfiiinp hard water, fAS
Solders, 838
Bolld bodie!!, inensiirtttkiii of, A
of revolnliou, (t!
nieasnie, IH
Bjiecilii' gravilv. IIW
trruvily .if alloys, MSO. fta
pravii'y of cast-iron. 874
gravity of gaset*, iwi
gravity of steel, 4(18, 411
Kiavity of stoneg, brick, eto.,
heat, 4K7
heat of air, 484
SpecificatiiinB for axleft. Steel, I
for car-axleis, 401
for cnst-irnn. .')74
for craitk-pin steel, 400
for oils, 9H
for plate-steel. 3[<0, 400
for rnil-slcel. 401
for rivetJi, 401
for spriHK-iileel, 400
for steel, SO"
for steel cMsiinRS, 406
for Kleel ruda, 40(1
for wronghr iron. 378
Speed uf enllinK tools. «6S, 9M
of vessels, 1(106
Sphere, iiieuMires of. 61
Spheroa. table of. 118
weights of. tea
Spherical polytfou, urea of, 01
sequent, US .
shells. )>I length of, 280
ateani engine, 79i
triaUBle, area of, 01
zone, 62
^.VVllB*, ftVl«» KttiV M(.»«Jj;»*.^'3tJ
Sgon —
engines. "' ^ econo"'"^
^,ipp?,«i'^ , eat
JSlion r«W.
CLASSIFIED INDEX TO ADVERTISEMENTS.
We
'-COMPRESSORS AND ROCK-DRILLS. VJidS
Ingersoll-Sergeant Drill Co 9
Norwalk Iron Works Co., The , 2
< Band Drill Co 4
"> ""rar Mbtau
£pping>Carpenter Co. (IJmited) 17
roes, Airri-FRicTiONAL.
Holmes Fibre-Qraphite aifg. Co 18
INO AND HOSB.
Boston Belting Co 8
BR Feed-pumps.
E^piog-Carpenter Co. (Limited) IT
BR Inspection and Insurance.
Hartford Steam Boiler Inspection and Insurance Co 9
BRS, Steam.
Abendroth & Root Mfg. Co 4
ER Tubes and Plates.
Lukenslron & Steel Co 9
Morris, Tasker & Co. (Incorporated) 10
ta.
Wiley& Sons, John 19
MB Builders.
Berlin Iron Bridge Co., The 18
P FORGINQS.
Rhode Island Tool Co 5
Weyman & Gordon 17
JNES, Steam.
Watts-Campbell Co., The S
D-WATBR Heaters.
OoiibertMfg. Co.,The 3
Taunton Locomotive Mfg. Co., The la
■•HSDRANTS
'Chapman Valve Mfg. Co T
J^^'^ONOl'IZBRa.
^^^el-Economizer Co., The »
■^^awley Down-Draft Furnace Co., The 14
^^3fo Machinery — Elevators, Conveyors, etc.
lunt Co., TheC.W 1
.VLic Presses.
>ltien & Co., Tinius tO
ORB and Inspirators.
SaneocklaapiratorCo., The V
loss
■tW&BJE.
twits rope ir^mwmss. Hi
atii«iiKUi of. HOirSra
wamni lly ■ w'he«ta. 8iH
Wfriiiir formijln for Incuidmcuat
liKtittofT, 1013
Wires, tlirneut requil'ed to fuse, I«ST
Wlr« Mbte loT IOOadiJ (KlOvoltit. 1044
Ublf, l«it find cold ^ilrea. lu&l, lOSA
WoliltM'*!! fxpiirinjuulii, 'iS&
Wix-Hl as fuel. OSS
I i.'utiip<:i»icii:in i>r, MO
bi$ailu|f value of, BS3
eCr^DRtli iir, mt. 30(i, SIO, 31«
wpfKht of. 106, sa-i
WiKMlieD fly- wheals, 888
WcMidiiinji« or xyloUtfa, 31S
Wcniif (.v(>e fif conipDubil erring, T63
J Woollen V ioeoiRO'lv*-, lifili
[Work, >''-i-i'Ky> puwer, 430
Work at acoeler&tjon. <S0
of men and auiriialH, 433
tltilt it!, 4i!S
W^orin-gear. 44fl
Wiisl-oin, B04.
Wiulielil-iron, Z77S79
olifPiilstrj of, 377
XylolItU or woDdstone^ 31G
¥Jel4 point. SB?
Z-bars, properlies of, 'US
SiEta and weijrbts, ITB
ZiDC. 169
tuljinp, *i:iH
uii* of III Steam -boileni,i3il
Zeuiier TftlTe-diBjjram, BJT
Zero absalutu, 461
HUNT COAirAiNY,
4S BROADWAY,
NEW YORK,
MANUFACTURB
ROPE. . . ,
This rope Is Inteoded to be used
for Rope Drlflng »nd Hotatlng
only, and ii sold under the trade
name of "Stevedore." We guar-
antee that more work can be done
with it, in proportion to its cost, than
with any other rope in the market,
without any exception whatever,
and wiJl gladly refund the difference
in price, if it is not all we claim.
¥ou cannot lo»e by making a trial
of thla rope, and are sure to reduce
t. "^^^^^^^^ your expense account. This guar-
W T«D?«A^r make. We do not manufacture
■ TRADEMAHK. tfansmission pulleys, shafting, or
hangeni, neither do we make ordiaary rope.
INDUSTRIAL RAILWAYS. . . .
cars and I way. The cars run around a
g'auge, is | curve of n feet radius as easily
- wagon
This system of
tracks, 31^ inches
especially de-
signed for use
in manufac-
turing ,.stab>
lish mc nts.
Our narrow
gauge railror.d
track is made
up complete,
ready to lay,
with steel
croiis ties se>
curcly riveted
lo the rails,
Bad, with swit-
ches, curves,
crossings, and
makes a perfect
turntables,
permanent
an
turns a comer.
The advant-
age of this will
be appreciated
by every one
who has had
experience
with rigid
wheel-base
cars.
A ajriteiD «r c«ra
sail track In * ru-
Uiry t« fts much s
••lathy," A "iteam
huiiimsr."or >"lo<'Di," and aboulil bA
Jadjfnd In tba Bamo nay.
)AL HANDLING MACHINERY.
Por hoisting Coal, Ore, and Stone from vessels, of all van'etle*,
m the simple and cheap Mast and GalT hoisting from Canal
"ts, to the most elaborate plant that will unload a 3,000 ton
sel in ten liours, Hoislins Engines, Automatic and Cable
ilways for handling and distributinR Coal and Bulk Materials
In Coal Yards, on Wharves, and at Mamifactur-
Ing Establishments, Coal Tubs, Steam Shovels,
^d«st and Gaff FJttings, Wheel Barrows, and
:-**^isting Blocks tor both Manila and Wire Rope
^^JNVEYORS. . . .
^ Noiseless Conveyors, which carry the I
w^'^&terial without shock, breakage, or violence
•^ atiy direction, in which every bearing can be
pt thoroughly lubricated, and the whole
ichine is as durable as an ordinary machine tool. We print a
..alogue describing the application of this machine -o large
earn Generating Plants, Locomotive Coaling Staricus, <]■«
crks, and Coal Yards.
Improved Corliss Steam
IN MODERN VARIE:
Established I85K
Incorpo
THE NORWALK
IRON WORK
OF SOUTH NORWALK
MANUFACTORE
AIR AND GAS COMPRI
ON THE
COMPOUND COMPRE
DDiNir^i or c
ADVEBTISEMENTSL
«.
1
«
«
Ma.
K
o»
«
S
*«*L
IT
1
CK.
»
Jb
4
•
■eorponted'
»
19
Tfce ,...,....—
IS
5
be
ir
4
1:
»
rg.oo^ -n-
I»
-
n^e -
S
i
u
iron, Oo«TKTOB& btc
1
i
t
K>
J
.the.
\\
»s
; BROADWAY,
NEW YORK,
lACTURE
[ Tlila rope Is Intended to be used
Ir Bope Driving; and Holding
gly, and is sold under the trade
oe of "Stevedore." We guar-
Intee that more work can be done
ith it, in proportion to its cost, than
ith any other rope in tbe market,
ithoat any exception whatever,
1 will glaaly refund the difTerenc
price, if it is not all we claim.
I Van cauDot lose by making a trial
[of this rope, and are sure to reduce
' your expense account. This guar-
antee goes with every rope we
make. We do not manafactitro
transmission pulleys, shafting, or
^ke ordinary rope.
.WAYS. . . .
land
way. The cars run around k
is I curve of u feet radius as easily
as a wagon
turns a corner.
The advant-
age of this will
be appreciated
by every one
who has bad
experience
with rigid
wheel-base
\ cars.
I A iTHtein it tun
i AD<1 track In it rac>
I unj Is as luucb a
« "msrhliie" as »
... I ■•latbtj," II "steam
taoies, I |ian]tnar,**or a "lonin," and shouJil b»
lanent I jadgsd in tbe same «a;.
Q MACHINERY.
, and Stone from vessels, of all varieties,
eap Mast and UafT hoisting from Canal
orate plant that will unload a ),ooo ton
[oistinR En;^ines, Automatic and Cable
ind distributing Coal and Bulk Materiala
es. and at Manufactur-
I Ttiba, Steam Shovel^
, Wbeel Barrows, and
Manila and Wire Rope
L which carry the
Dreakagc, or violence
h every bearing can be
cated, and the whole
san ordinary machine tool. WL urint a
le application of this ma^ -■^9
ita, ikicomotlve Coaling " .»«
■
I
■
pTheMon.. i
Water=Wheel «'-t
is coaTCftei
power in bo simple and economical a vay that niackiae
be said to be almost dispetiscil irith. Tboasaods o
wheels arc sent out every year eo at! parts of the wo
in DO in«tance do itiey (ail to meet tke most sangaioe i
lioBS of pur<hasers. Adapted to bead* from tweaty
^^ lo ibc higbcsi in any case obtainable.
H Electric Power Transmission.
PELTON WHEELS afford the most reliable and ^
power for such service, and are running the majorityj
tions of this character in the United States, as welh
forei|;n countries.
Higrhest Efficiency and Absolute Regfula^
gu;trantecd. covering the most extreme variations c
alogues famished on application. Address, giving
PELT0HWHTER-WHEELCO.'"J:r.f'
INGERSOLL-SERGEANT DRILU
Hareui«yi>r Bid';, 26 C'urtlandt St
NEW VORK.
ROCK DRILL!
AIR COMPRESSI
Coal Cutters, Stone Channeling Mac|
AMI Cl'KfUL MAflUNXS KOK
KINING, TUNNELING, QUARRYING,
AM) lua AI.I- KINDS (IK
ROOK KXCAVA-TIOIV.
Sobmarinf! Drilllig Plants
mnu luuL 11U.9
PUNCHED
HEXAGON NUTS,
rRIMMED WITH DRILLED HOLES.)
INISHED
NED HEXAGON NUTS.
I
STEEL WRENCHES.
;hine bolts.
ND MILLED STUDS.
ID SET SCREWS.
RN BUCKLES.
RGINGS TO ORDER.
;E, RHODE 1^1 UNO.
6
^
.^^
Rubber Mats and
Rubber Ca
And the HIsKMt Grades of Rubber Oood* for all M«
Manufacturing Purpose*
BOSTON:
356, 358, 360 Devonshire St.
GREEN'S FUEL ECONO
FOR STEAM BOILERS.
f,
and Steel Co.
•ORATet) i«a
4BOILER-PUTESIIIAMEEICL
■iSTON. Vic»-P.m--iiiK!rr
■ Hl'MPrOX. Seucktart am: T«BA&t'l
FES, ALL GRADES,
ons. Width up to 10 feet.
3. 10 Gauge to 2 inches.
rABLIHHEO 1810.
'lUE, PA. New Yofk OfFce 1 No. 29 BROADWAY.
: 535 DELTA and 536 SOUTH FRONT SIR 1 T?.
BUILDING, Room] 405-6-7.8. NORTH BRD D
:ET, above Arch Street
lANlZED. 1866.
H INSPECTIONS
AND
or Danuitfr to Proper ly and jA>$t of
ury to t'ermotm caujird by
LER Explosions
; Vioe-Pi'esldf'nt.
EN. S..*cond Vice-President.
B PIEUCE. SecreUrj and Trensurer.
L. B. BKAINKRO. ^JWX, [
1821 ^ 1888
MORRIS, TASKER & CO
t INCORPORATED.
OFFICES : 222 and 224 Sooth Third St., PhiladelpMi
MANTrrACTCREiu or
ELECTRIC LIGHT AND RAILWAY PIPE POL!
Boiler Tubes, Wrought Iron Pipe and Fitting
Gas Works and Structural Work, Heavy j
Castings, Tools and Machinery.
' DICP
PASC&L [RON WORKS,
Philadelphia.
DELAWARE IRON WOR
New Castle, Del.
Olsen's TestlDg Macliin
FOR TESTING
Iron Kpecimeiis. Bridgre .Muteri
rhuin,Cr<iiient, Wire, Springs, Oil
bricants, also Viscos I meters,
Hydraulic Presses,
Accumulators, Gauges, an
Pumps.
Awarded the Elliott Cresson Gold Medal by the Franklin Instltl
also Medal and Diploma by tho World's
Colujtibiap Exposition.
I TINIUSOLSEK'&Cq
K 500 North \'lVVv'5»\TftfeV^V\\&j\si5;j«\v^-^ I
Jne of Holyoke H
I MACHINERY. "
aOSS-COM HOUND iilGH-DUTY
PUMPING-ENGINE
BinLT BY
e Steam Pump Co.,
3LYOKE, MASS.
WAREROOMS:
RK. B09TC:>
IILADELF'HIA.
►ersJVER.
"ii
WIRE ROPE
Works 61' Trppti^nN I
^. 117 LIBERTr 5t. newyork .'S
' 25fREM0NTST6ANF;\ANriSCO " '
J> ir3 Lake 5'^ CuiCAGO.iLL -oJ
Fibre=Qraphite Requires No Oil
Avoid all cost of oil and attendance, and annoyance (ri
dripping oil, by using
FIBRE-GRAPHITE BEARINGS.
We are prepared to furnish Boxes for any form of Hang
Pillow Block, or other standard now in use, or to furnish I
material in the form of Bushings, or other desired shape,
ready introduction into the frames of special machines or el
where. The anti-frictional and self-lubricating qualities
FIBRE-QRAPHITE, together with case of adaptation, rec
it eminently suitable fur all bearings under light or model
pressures where freedom from oil is desired.
A few of the special uses of FIBRE-QRAPHITE an
Hearings for Water Meters, Dye Tubs, Bearings subjected
high temperatures. Plungers for Arc Lamp Dash Pots, C<
mutator Brushes for Dynamos and Motors, etc.. etc.
Awarded [be Elliott Cresson Gold Medal by the Ft;
lin Institute of Pennsylvania.
HOLMES FIBRE-GRAPHITE MFQ. CO.,
station Z, PV\\\adft\'p^K\«L,\i.'5^.Vv.
"THE HANCOCK INSPIRM
TVPE *A ••
0v9f 200.000 m
i^„tm Highest I
oi efficdenc
reliability
Smoke Prevention and
Send J or our new Catalogue.
THE HAWLEY DOWN-DRAFT FURNACE G
NEW YORK,
BOSTON,
CHICAGO.
CINCINNATI,
DETROIT,
ST. LOUIS.
BALTIMORE.
P/TTSBURGH,
39 Cortlandt Street.
Tremont Building.
Monadnock.
328 West Pearl St
40I Chamber of Cor
1 West Broadway.
1631 Fulton Avenue.
Tradiesvei^^ €>uUding.
Jti^P
orngj
nil/uAULlllFixedand Portable;
INTENSIFIERS, PUNCHES,
SHEARS, PRESSES, ^nd LIFTS.
IlatthewR' Pire Hydrants, Eddy Valves,
Valve-indicator Posts.
CAST-IRON PIPE.
R. D. WOOD & CO.,
Engineer!, Iron Founders, McchinesU,
'400 Chestnut St., Philadelphia, Pa.
h
n Foundry and Machine Co.
WORKS AT PHILLIPSBURfii, N. J. M
YORK OFFICE,
160 BROAOWAY.
;t-iron water and gas pipe
From three to forty-eight inches diameter.
kNCHES, BENDS, RETORTS, ETC«
■l
15
I
THE PRATT & WHITNEY CO,.
HARTFORD, CONN., U. S. A.
MACHINE TOOLS
F\JK
General and Railway Machine Shop ServicCi
Miiilcni MrnbiiK- Tools for llif Miinufm-turc, on tlic IntiTchniik'rtiM
SygU-iu. or Lociitntitive Work. Uieyclea, Eilectrieal Apr*"'
wrilliiir Mnt-tiliiri^. fiiinsaiul Scwinnc Maebiiies. iiic'lu>)ii)^ all
Gnu^Tfs ;iinl Fiitiins.
Hilling Macbines, Screw and Turret-Head Ctincking Hacliiiits
Pp*i'lnll> iU-«l»{iio<l MiuhJnery nml Tools fur the Manufai-tuTVOf Bras
OchhIs, Ai^rlculturul Imiilftnciils. etc.. anil for every purpune when
Afruratr, Knpid anil Econnmical Proiluctioti is pssontiul.
I". S Staiiclanl Taps, Dipsuinl limi^es, ^Uiuinr'! Cyliu'lrioal Sla? i
CaliiHT (iuiijTCS, KcunuTS or everj kiinl. Plain, .S]iii-ally FluHd I
lnH;rte<l Tooth MilliiiK ("utters of cvt-ry size and titylc.
JIITO.TIATK- WI^IUHINUai.tt'HtKES, csi)CciaUy adapU
fur ufi'uniicly woijjrhiufr cual itnd all materials of unifonoa &i2e,
tu iM.orui^', that cuo be spouted.
Send for Illuiitrated Catalofrues unOl Priccg. Corrcspomieiuse inr
John Simmons Co.
I WROOGHT, CAST IRON AND BRASS PIPE
^ FITTINGS AND BRASS WORK,
STEAM
GAS
WATER
OIL
ELECTRICAL
ENGINEERING
SUPPLIE
Offices and Salesrooms:
106, 108 and 110 CENTRE
ME.NN XORK.
Worcester, N'lass.
I
i
3HT OR HEAVY FORCINGS
MADE BY
DRAULIC PRESS,
DROP HAMMER,
STEAM HAMMER,
HELVE HAMMER.
L
yaer Welds made in large quantities without aid of electricity.
EF»F»ING SRKCIAL
BOILER-
I
1
FEED *
PUMP.
I
TI[E
MOST RELIABLE
MADE.
I
CARPEMI
TSBUPG,P,
iv
\m PEHH AYEME
J
!^ QL u u n U U 11
1
HEAVY FORGINGS
MADE BY
RESS,
HAMMER,
TEAM HAMMER,
HELVE HAMMER.
irge quantities without aid of electricity.
O SPECIAL
BOILER-
FEED
PUMP.
on Metals.
THE
HOST RELIABLE
MADE.
im PENN AVEr-
_ Pittsburg,
THE NEW YORK PUBLIC LIBRARY
RBPERBNCB DBPARTMBNT
Thia book is under no cirouat«t«nc«* t» ba
taken from the Buildiat
i
1
f
\
J
1
1
^'
^
^
^-^
^
v^
^^H
\
f
\
tj
I
\