Illinois Shape Book-Containing Profiles, Tables and Data ...

ILLINOIS

SHAPE BOOK

CONTAINING

PROFILES, TABLES AND DATA

RELATIVE TO

ROLLED STEEL PRODUCTS

MANUFACTURED BY

ILLINOIS STEEL COMPANY SUBSIDIARY 01" UNITED ~ STATES STEEL CORPORATION

CHICAGO, ILLINOIS

A. I. A. FILE No. 13-b.

Third Edition, May, 1932

Copyright, 1932, by

ILLINOIS STEEL COMPANY Chicago, Illinois

•

Printed in U.S.A.

THIS, the Third Edition of the Shape Book, contains profiles of

Sections rolled on the Structural, Plate, Bar, Rail, and other

mills of Illinois Steel Company, together with tables and data.

All previous editions are superseded and cancelled.

While this Edition contains the profiles of the new C B Sections,

complete information, including properties and safe loads of C B

Sections, are contained in Illinois Pocket Companion.

Wherever the profile applies to more than one weight of section,

the dimensions shown are those aimed at in rolling the minimum

weight listed. Heavier weights, when specified, are obtained by

spreading the rolls. Sections having but one weight specified can

be rolled only to that weight. Weights of Rails are given per lineal

yard of section, but unless otherwise indicated, weights of all other

products are given per lineal foot.

All dimensions of profiles are theoretical, the exact dimensions

depending upon the condition of rolls. There is no guaranty that

all sizes and shapes covered by this book can be furnished, the list

published herein being subject to revision without notice.

ORDERING MATERIAL Section Number to be Specified on all Orders

Structural Mill Products. Orders should specify the dimen

sions in inches; weight in pounds per foot, and lengths in feet and

inches.

Bar Mill Products. Orders should specify size dimensions in

inches and lengths in feet and inches.

Plate Mill Products. Orders should specify all dimensions in

inches.

Rail Mill Products. Rails, Splice Bars, Tie Plates, and Screw

Spikes should be ordered by SECTION NUMBER.

PRODUCTS

BLAST FURNACE PRODUCTS

Basic Pig Iron

Bessemer Pig I ron

Bank Slag

Granulated Slag

ROLLING MILL PRODUCTS

SEMI-FINISHED PRODUCTS

Ingots

Blooms

Billets

Slabs

Sheet Bars

STRUCTURAL PRODUCTS

C B Sections

Standard Beams

Special Light Beams

H Beams

Standard Channels

Ship Building Channels

Car Building Sections

Bulb Angles

Angles

Tees

Zees

Miscellaneous Sections

PLATE PRODUCTS

Sheared Plates

Rectangular

Circular

Sketch

Light Plates ~' gauge and heavier

Universal-Mill Plates

Base Plates for Columns and Machinery

Floor Plates

Skelp

BAR PRODUCTS

Agricultural I mplement Sections

Angles

Automobile Hinge Sections

Automobile Bumper Sections

Automobile Rim Sections

Bevel Sections

Casement Sections

Channels

Concrete Reinforcement Bars

Flats--5quare Edge, Band Edge and Round Edge

Flats Under ~.

Half Ovals

Half Rounds

Hexagons

Key Sections

Nut Sections

Ovals

Pipe Coupling Sections

Round Cornered Squares

Rounds

Skelp

Skelp-Bevel Edge and &.arfed

Special Miscellaneous Sections

Spring Steel-Round Edge and Round Edge Concave

Squares

Tees

Wi ndow Sash Sections

Zees

PRODUCTS

ROLLING MILL PRODUCTS-Concluded

Axles

WROUGHT and FORGED STEEL PRODUCTS

Armature Shafts-Alloy

Untreated

Annealed

Electric Railway Car

Steam Railroad Car

Locomotive Driving

Locomotive Trailing

Tender

Armature Shafts-Carbon

Wheels

Solid Wrought, Carbon Steel

Untreated

Quenched and Tempered

Electric Railway

Steam Railroad

RAILROAD TRACK PRODUCTS

Heavy Rails, 50 pounds and over

Light Rails, under 50 pounds

Angle Splice Bars

Fish Plates

Tie Plates

GRADES

Riser Plates

Screw Spikes

Track Spikes

Track Bolts and Nuts

Rail Clips

Open Hearth

Bessemer

Open Hearth Alloy

Electric, Carbon and Alloy

U S S Stainless and Heat Resisting Steels

COKE AND COKE BY-PRODUCTS

Coke

Blast Furnace Coke

Foundry Coke

Domestic or Nut Coke

Coke Breeze

Benzol

Industrial Pure

I nd ustrial 90%

Motor

Toluol, Industrial Pure

Xylol, Industrial

Naphtha

Industrial Refined Light

Industrial Crude Heavy

Industrial High Test

Ammoniacal Liquor

Ammonium Sulphate

Crude Naphthalene

Tar

By-Product Coke Oven Gas

OFFICES: GENERAL OFFICES:

CHICAGO, 208 South La Salle Street

DISTRICT OFFICES: BIRMINGHAM, Brown-Marx Building, 2000 First Averiue, North BOSTON, Statler Building, 20 Providence Street BUFFALO, Marine Trust Company Building, 233 Main Street CHICAGO, 208 South La Salle Street CINCINNATI , Union Trust Building, 36 East Fourth Street CLEVELAND, Rockefeller Building, 614 Superior Avenue, N. W. DENVER, First National Bank Building, 17th and Stout Streets DETROIT, Buhl Building, 535 Griswold Street NEW ORLEANS, Maison Blanche, 921 Canal Street NEW YORK, Empire Building, 71 Broadway PH ILADELPHIA, Widner Bui lding, Chestnut and Juniper Streets PITTSBURGH, Carnegie Building, 434 Fifth Avenue ST. LOUIS, Mississippi Valley Trust Building, 506 Olive Street ST. PAUL, First National Bank Building, 337 Robert Street WASHINGTON, D. C., American Security Building,

730 15th Street, N. W.

PACIFIC COAST DISTRIBUTORS:

Columbia Steel Company, SAN FRANCISCO, 235 Montgomery Street LOS ANGELES, 2087 East Slauson Avenue PORTLAND, 777 Nicolai Street SALT LAKE CITY, Walker Bank Building SEATTLE, Fourth Avenue South and Connecticut Street HONOLULU, T. H., Castle and Cooke Building

EXPORT DISTRIBUTORS:

United States Steel Products Company, NEW YORK, Hudson Terminal Building, 30 Church Street

WAREHOUSE DISTRIBUTORS:

Illinois Scully Steel Warehouse Company, CHICAGO, 1319 Wabansia Avenue ST. LOUIS, 21st and Gratiot Streets ST. PAUL, University Avenue and Eustis Street DENVER, 17th and Stout Streets

PROFILES

OF

STRUCTURAL AND BAR

SHAPES

ILLINOIS STEEL COMPANY

C 8 SECTIONS

1<------- ----- 16.50"-- -- --- -----...

i '!' i ~---- -----12.00~- - ----- - ~

I J. I , , '<----· 7.855" ----...

Depth of Section. Weight Flanfn~:dth. Section Inches

roo't. Index Decimal Fraction Pounds Decimal Fraction

------ ------------36.720

1m 300 16.657 16H

36.500 280 16.596 iW CB 362 N 36.240 260 16.553 36. 120 36Ys 250 16 .527 16tt 36.000 36 240 16.500 16)4 35 .880 35% 230 16.473 16tt

36 .500 36)4 192 12.109 12it CB 361 N 36 .250 36~ 176 12.063 12 .....

36. 120 36Ys 167 12.033 12h 36.000 36 158 12 .000 12 35 .880 35% 150 11 .974 llH

,--_....1

, .' l8 0.635*_ 1<- _ CB 361N

..;::

~-- 6.6825*--~

Flange Thickness. Web Thiekn .... Inches Inches

Decimal Fraction Decimal Fraction ------------

l.680 Ht .947

I l.570 In .886 l.440 1 ..... .843 l.380 1V. .817 l.320 In .790 l.260 1tt .763 it l.270 Itt .744 .' ,. 1.145 11. .698 tt l.080 11. .668 it l.020 Itt .635 ti 0.960 . 609 it

BEAMS

C B SECTIONS-Continued

r----- -------15.75"- - - - -- --- --~

I T I I I I I I I I I I I I I I I I I I I I I I I .' g

I ..

Section Index

0.720~. ~- CB 332N

~ .... 0.85" ~J.. i"

l'

Depth of Section, Inch ..

I ~·----7.5W ·----~

Weight Flanfn~~dth, per

Foot,

,<-- ------11.50··- - -- ---->, , I

~ , I , I I I , I I I

0.570~. _ CB 331N

Flange Thickness, Web Thickness, Inch .. Inch ..

Decimal Fraction Pounda Decimal Fraction Decimal Fraction Decimal Fraction ------------------------------

33 .750 33~ 260 15 .923 ISH 1.525 at .893 it 33.500 33~ 240 15 .866 ISH 1.400 .836

H CB 332 N 33 .250 33X 220 15 .808 ISH 1.275 ttJ .778 33 .120 33)1 210 15 .782 15* 1. 210 .752 33.000 33 200 15.750 15~ 1.150 11. .720 * 33 .500 33~ 152 11 .566 111. 1.055

1Q .636 U CB 331 N 33 .310 331. 141 11.535 11tI .960 .605

33 .150 331. 132 11.511 11 .880 n .581 it 33.000 33 125 11.500 11}i .805 .570 I.

3

ILLINOI S S T E EL COMPAN Y


~----------- -15.00·- - - - -- - - ---~ r'---------- --10.50~- -- --- - -----'1 , I

I I

I i I I I I I I I I I I I I I I I I I I I , I I

" !f! I I I I , I I , I , I I I , I I I I I , I I ,

I !

Section Index

---

CB 302 N

CB 301 N

I

0 .67~~ __ CB 302N

I

I t

o r I I , , I I

:

i I

: 1 I

i I

0.555"

1:" ~ ~ 0.65' 0 .:, L

I.;.

- CB 30IN

I

~.- -- --7.1625"- --- -~ ~- --4.9725 " __ oj

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Inches per Inches Inches Inches

Foot, Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction ------ - ------------ --------

30 .750 3O~ 240 15 .207 15H 1.500 1~ .882 Ys 30 .500 3O~ 220 15. 139 15h 1.375 IV. .814 U 30.250 30Ji 200 15 .070 15h 1.250 lJi .745 .' • 30. 120 3078 190 15 .037 15h 1.185 I!. .712 U 30 .000 30 180 15 .000 15 1.125 178 .675

30.310 30h 131 10.547 10M 1.005 1 .602 U 30 . 120 3078 122 10.525 IOtt .910 H .580 H 30.000 30 115 10 .500 10'i! . 850 tl .535 I • 29.880 29Ys 108 10 .473 IOtt .790 .528 t}

4

BEAMS

C B SECTIONS-Cont inued

f" ------------- -14,00"-- - - ------ - ---~ , , I I

, , , O,580~_.

" I-< -CB 272N ~ ; I I I I

: I I , i ! I , : I

: . I I Sl 0,90;. , I

d~ .. I .:. I

l' I '

~-------6.710·----- .:

Depth of Section. Weight Flar:.ec~dth . Section Inches per Index Foot.

Decimal Fraction Pounds Decimal Fraction ------ - --- - - ------

27 .452 27M 175 14 .091 14/r CB 2'12 N 27 .328 27it 166 14.058 14h

27 .192 27h 156 14.020 14h 27 .000 27 145 14.000 14

27 .582

~H 112 10.07'7 10h

27 .450 104 10 .040 1010 CB 271 N 27 .326 97 10.010 ton

27.162 271. 91 10 .005 10 27 .000 27 85 10.000 10

...:--- -- -- - -10.00··----- ----~ : I

-:-

f 0.450~.> ·-CB 27lN

I I

: I I I , I

I I I I I I

! I I

: I . !

co

~ . O,~: , o~ • •

t I ' , l.,- - 4.775" --..l

Flange Thickness. Web Thickn .... Inches Inches

Decimal Fraction Decimal Fraction - ----- --- - --

1.211 In .671 H 1.149 II. .638 M l.081 110 .600 n .985 It .580

.949

H .527 U .883 .490

.821 .460 ~l

.739 H .455 M

.658 It .4.30 M

j


C B SECTIONS- Continued

r-- --------------·-·14.OO"· .-- - -- - ------- --~ :------------12-0<1-------------.~

, , , , , , , , , i : , : , I : , ! ~ "i' : : i , ! I I

! 1 :

I ,:,

Section Index

CB 244 N

CB 243 N

0..570" ~ - CB244N

. Sl "'/ ,

o.so" 0 '

I ~------ 6.715"- ----.:

Depth of Section, Weigbt Flange Width, Inebes per Incbes

Foot,

I

: I I I I I I

! I I I I

: ! I

i ~ 0.47~~. -.CB 243N

• ~ o.so" 0 :

I '

~---. 5.7OS- ----J

Flange Thickness, Web Thiekn .... , Inebes Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction --- ------------------

24.714 24ft 160 14.095 14-(,- 1.124 1Ys .665 n 24.562 241. 150 14.063 14,\ 1.048 1,\ .633 tt 24.406 24M 140 14.031 14-(,- .970 It .601 it 24.250 24}i 130 14.000 14 .892 H .570 I.

24 .310 241. 120 12.089 12", .922 H .559 I. 24.160 24", 110 12 .043 12 .... .847 It .513 H 24.000 24 100 12 .000 12 .7f!1 H .470 it

6

Section Index

----CB 242 N

CB 241 N

BEAMS


r-------10.00·-------- -~

T

, I I I , . ~ ::

I , I

i I I

! I

i .:

: ,

0 .• 60'. .• <- -CB 242N

,

t

,..,.--------9.00· --- -----~ : ! • , : I

I I

: : ! I

: I I

: : , I I , I

~ O .• I~~+ <--CB 241N

. o ~ 0.55" 0 ' ; ,

, I

:"-'UW'--~

Depth of Section, Inches

Weight Fla¥n~~dth, Flange Thickness, Web Thickness, per

Foot, Inches Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction --------- ------------------24.260 24M 93 10 .031 10h .810 tt .481 ft · 24.loo 24-.',- 85 10.000 10 .730 H .450 » 24.120 24)1 81 9.041 9h .740 H .453 H 24.000 24 74 9.000 9 .680 it . 412 H 23.880 23~ 70 8.996 9 .620 % .408 H

Section Index

----

CB 213 N



,(----- ---------- - --- -13.W-- ---------- - - -----~ , , I ,

i I

r

, , , I

i i I

i . .., § .. 0.450"

0.75" ,--.:,

I<-·CB 213N

I : i :.--------- 6.275" ---.. ---,1

Depth of Section, Weight Flafn'c~dth, Flange Thickness, Inches

';:t, Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction ------ --- ------------

21. 264 21H 116 13.057 13h .915 H 21.138 21h 108 13.023 13h .852 H 21.016 21h 101 13.000 13 .791 H

8

Web Thiokness, Inches

Decimal Fraction ------

.507 ~

.473 tl . 450

BEAMS


r--------- ----9.00'!------- - - - - --~ ... -----~---- -. 8.25' ----------.., I I

I l'

I "

Section Index

----

CB 212 N

CB 211 N

0.42~: ~ ~-CB 212N

t I

I I I I ~----· U90N.--)I

Depth of Section, Weight Flange Width, Inches pcr Inches

Foot,

l' I , , , , I

1

1 , , I I I I I I I I

1 I I I , I I

i ~ Q4!.5o..~. ~-CB 21lN Of .

I I

: I · I I I , . ..

~ 0.55' .o~ -L

f I

Flange Thickness, Inches

Web Thickness, Inches

Decimal Fraction Pound.. Decimal Fraction Decimal Fraction Decimal Fraction ---------------------------

21. 376 ~i~ 96 9 .104 9';' .971 H .524 H 21. 240 89 9 .065 9h .903 it .485 ft 21.122 21Ys 83 9 .032 9t. .844 H .452 it 21. 000 21 77 9 .000 9 .783 it . 420 ti 21. 334 21ft 73 8 .327 8ft .769 H . 427 H 21. 210 21ti 67 8 . 293 8tl .707 tt .393 H 21. 098 21t. 62 8.267 8H .651 it .367 it 21. 000 21 58 8 .250 8)4 .602 it .350 it

Section Index

---

CB 203 N



,.;------- - - ----12.00"- - - - ------ - - --., I I

I i

I

I I I I I I I I I I I I I I I I I I I I

~ 0.630~

0.6~: ~.-

I

CB 203N

I ~----- 6.686"------J

Depth of Section. Weight F~eWidth. Flange Thickn ..... Inches Inches per nches

Foot. Deeim.l Fraction Pounds Deeimal Fraction DeeimaJ Fraction ---------------

20.380 2O'A 146 12.080 121< 1.240 1M 20 . 180 20", 135 12 .039 12.,., 1.140 Ih 20 .000 20 125 12.000 12 1.050 1.\ 19 .820 19H 115 11 .961 11ft .960 It

10

Web Thickn ..... Inches

Deeimal Fraction

.710 H

.669 n .630

.591 it

c

c

BEAMS


~-- - - -- - --9.00"- -- ------" , 1

i ':' I

1 I I 1 I 1 1

~ 1 ,

I 1

O.4W~ ~ - CB 202N

. o li! 0.65" 0 1 L

I 1 1

"---4.2575"---~

"'-------- ·8.W--------), I 1

' I (q

1

0.37Q" ~_ CB 201N

I 1 '<'-- ·3.816"---->'

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Inches Section Inches per Incqes Inches

Index Foot, Decimal Fraction Pounds Decimal FractIOn Decimal Fraction Decimal Fraction ---------------------------

20 ,380 20% 98 9,092 9/r ,990 H .577 it

B202N 20 ,180 20h 88 9.036 9h .890 it .521 H 20 ,000 20 80 9,000 9 .800 it .485 it 19,880 19~ 74 8 ,966 8It .740 it .451 it

20 ,250 2O~ 65 8,046 8-1< .690 it .416 it B 201 N 20 ,120 20Ys 60 8.025 8h .625 ~-s .395 it

20 ,000 20 55 8,000 8 ,565 h .3'10 %

11

"

Section Index

c B 183 N



t<---- ------- --------·11.75' .-------- -- - - - --- - -.>, · . · . · .

I I I I

: I I I I I I I I

! J

I

~ 0.440~... CB 183N ~

0.60"

I ;, I , I I '

~------- 5.655 · · -- ··- · · ·~

Depth of Section, Weight Flanf~c1;~th, Flange Thickness, Inches

ro:t, Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction ---------------------

IS. 274 IS .... 99 11 .795 llH .885 H IS . 138 lSI. 92 11. 770 11ft .S17 H lS .01S ISh S6 11.750 11~ .757 ~

17.89S 17M 80 11.730 11M .697 H

12


Decimal Fraction - -----

.485 H

.460 H

.440 -h

.420 H

BEAMS


r<------------8.76" -----------~ ~---------7.50·---------j , ' , ' , I : I

I t I ~ , , , , I I I

i I

! I

: I

i ! I

i 0.440_~,. 0.320"_> .' i<- CB 182N ~ ~ ' CB 181N 00 -: ,

i ! i ! I

i I .

~ ~ 0.60"n~> :q 0.50" ° t ,j, . o~ t.

I I ~

1- ' ' t L--3•600"--J ' I I :..:----U55' ---)

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Section Inches

~, Inches Inches Inches

Index Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction

---- --- ------ ------ ------------

18.152 181. 77 8.790 8it .824 H A80 H cn 182 N 18.000 18 70 8.750 8% .748 ~4 .440 n 17.870 17Ys 64 8.715 8H .683 H A05 it 18.250 187i 57 7.558 71. .675 tl .378 VB

CB 181 N 18.120 18Ya 52 7.531 7H .610 it .351 H 18.060 18h 49 7.507 7Ya .580 H .327 It 18.000 18 47 7.500 7Ya .550 H .320 f.

13

Section Index

---

CB 164 N



r<--- - - - - - - - - - - - - --12_00'---- --------------., I I

t

I: ""----- - 5.795·------~

, , , , , , , , , , , 1 , : ! :

.'

j l 1

i , , , , ,

Depth of Section, Weight Flanf~c~~dth, Flange Thickness, Inches per Inches

l~~~ Decimal Fraction Decimal Fraction Decimal Fraction --- ------------------

16 .250 16~ 90 12.070 12h .795 it 16.120 16~ 83 12.040 12 .... .730 H 16.000 16 76 12.000 12 .670 it

14


Decimal Fraction ------

.480 H

.450 it

.410 it

BEAMS


,------ -- 8.449·----------~ "'-- - - ----- J 7 .25'·----- ----"" : '

Section Index

----

CB 163 N

CB 162 N

~ I , ,

! , i , , , : :

i ~ :

0.3~1!.·~ I+-'CB 163N ~ O.2~_~: «_ CB 162N

I

. ~ 0.40_', 0 , ~":

, , ,. , ~--·4.037·----7'

, , :...·-·3.m·---..:

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Inches i:t, Inches Inches Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction ---------------------------

16.230 16H 68 8.510 8H .785 it .436 it 16.120 16)1 63 8.477 8ft .730 tt . 403 U 16.000 16 58 8.449 8M .670 H .375 ~

16.250 1634 50 7.318 7/. .628 ~ .360 H 16.120 16)1 45 7.286 71r .563 /. .328 ft 16.000 16 40 7.250 734 .503 J1 .292 M 15.880 15~ 37 7.248 734 .443 it . 290 H

15

Section Index

---

eB 153 N


C B SECTlONS'-:"'Continued

r'i- - - - -- ------11.00'!. --- - --- ---~ I ,

I , , , I I I I I I I I I I I , .' ~ , , , , , , I , , I , , , , , I ,

O.6~" ~

, , '<:--- - -6.240"- -- --;>'

l·6S" ~ ;;,

I

CB 153N

. '" '" co 0 '

I t

Depth of Section. Weight Flange Width. Flange Thickness. Inches Ioe:t, Inches Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction ---------------------

IS. 320 ISh 108 1l .097 llh 1.055 1,\

IS. 160 ISh 99 1l .039 llh .975 ft

IS . 000 IS 91 ll .ooo II .89S it

14.880 14Ys 85 10 .970 10ft .835 it

16

Web Thickness. Inches

Decimal Fraction ------.617 it .559 h

.S20 U

.490 H

Section Index

---

CB 152 N

-CB 151 N

BEAMS


~--------7.60"-------~ , , I : ,

I I I I I I I I I I I I

.' 0.442" ~ I I 1 J I I I I I , I I 1 I

i I ,

I

, , '<---3.629'!---~

I

I< -CB 152N

!g I<-Q.55" t-

~~ o~

I

~-------6.76·------~ , '

!e O.30Q: I<·CB 151N

, , '<--3.225"-->'

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Inches 1:t, Inches Inches Inches

Decimal Fraction Pounds Decimal Fraction pccimal Fraction Decimal Fraction --- ------ ------15.3lO 15h 72 7.580 7ft .920 H .522 H 15.160 151. 66 7.538 7* .845 it .480 H 15.000 • 15 60 7.500 7~ .765 H .442 n 14.880 14% 55 7.463 7H .705 H .405 it

15 .250 15U 49 6.832 6H .655 it .382 ~i 15 .120 15~ 44 6.793 6H .590 it .343 it 15.000 15 39 6.750 6U .530 * .300 it 14:880 14% 35 6.725 6it .470 H .275 n

17

..



~-------- --------- --- -15.60"--- -- - ---- - - - -------i>, ! 1

'l' r

~ ;:!; I I 1 I I I I 1 1 I I I

·.1 1 I I I

I

~ 'I' 1

0.68)"

I

CB 146N

I i 1 ~--------- 7.410·---------~

(See Table on page 19)

18

BEAMS


Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Section I nches per Inches Inches Inches Index Foot,

Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction - ------------ - -------- ------18.690 18H 426 16.699 16H 3.033 3 .... 1.879 1Ya

18.500 18)1 412 16.647 16t! 2.938 2H 1.827 lit 18.3ID 18t. 398 16.595 16H 2.843 2H 1.775 1M

18.120 18Ys 384 16.541 16H 2.748 2~ 1. 721 1M

17.940 17H 370 16 .479 16H 2.658 2H 1.659 IN

17 .750 17~ 356 16 .420 16H 2.563 2t. 1.602 l iM 17.560 17h 342 16.365 16H 2.468 2M 1.545 1M

17.380 17% 328 16.299 16H 2.378 2% 1.479 IH

17.190 17f. 314 16.240 16H 2.283 21. 1.420 Ht

17.000 17 300 16.179 16H 2.188 2f. 1.359 IH

16.8ID 16H 287 16.133 16h 2.093 2 .... 1.313 It.

16 .620 16% 273 16.070 16t. 1.998 2 1.250 IX

16.500 16)1 264 16.026 16 .... 1.938 Itt 1.206 IH

CB 146 N 16.370 16% 255 15. 992 15H 1.873 1Ya 1.172 IH

16 .250 16X 246 15. 947 15H 1.813 1M 1.127 1Ys

16.120 16Ys 237 15. 911 ISH 1. 748 1~ 1.091 1."

16.000 16 228 15. 865 15H 1.688 Itt 1.045 Ih

15 .870 15Ya 219 15. 830 ISH 1.623 1% 1.0ID In

15 .750 15~ 211 15. 800 ISH 1.563 In .980 H 15 .630 15% 202 15 .751 15~ 1.503 1)1 .931 tt

15. 500 15)1 193 15. 713 ISH 1.438 If.- .893 it 15. 380 15% 184 15. 665 15H 1.378 1% .845 H 15 .250 15X 176 15. 642 15ft 1.313 1h .822 H . 15 .120 15Ys 167 15. 602 15H 1.248 IX .782 It 15 .000 15 158 15 .550 ISH 1.188 If. .730 J1.. .. 14.880 14Ya 150 15 .520 ISH 1.128 1Ys . 700 .... .. 14.746 14~ 142 15 .500 15)1 1.0S1 It. .680 H 16 .8ID 16H "320 16.710 1st! 2.093 2 .... 1.890 lit

·Core SectIOn.

19



..:"---------- - -- - ---14.50"------- --- -- -- ---~ I , I i

I '~ I

I I I I I I I I

~ ;:!:

I I I I I I I I I I I I I

I ~

I

0.422~7 ~- CB 145N

J t I

I I I I ~---- ----7.039"---- ----,)I

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Section Inches per Inches Inches Inches Index Foot,

Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction ------------------------------

15 .000 15 153 l4 .828 14M l.l88 li~ .750 ~ l4.88O 14Ys 145 14.789 14ft l.l28 IVa .711 l! 14 .750 l4~ 136 14 .740 14H 1.063 1ft .662 1-! l4 .620 14% 127 14 .690 14ft .998 1 .612 H

" CB 145 N 14 .500 1472 119 14. 649 14ft .938 H .571 li

" l4 .370 14% III l4 .618 l4% .873 Ys .540 H

" l4 .250 14)4 103 l4 .576 l4M .813 H . 498 72 l4.120 14Ys 95 14 544 14M .748 ~ .466 H

" l4 .000 l4 87 l4 .500 1472 .688 1-1 .422 ~l

20

BEAMS


...------------------12.()O'!--------~ , : , . , . I : ,

, , , 1 , , 1 , , 1 1 1 1

! . 0

'" <=! ... ...

I

. ~ , d~

1

0.430' --~

I

~ -------------10.00"-------- .----""1 1 , . . , r-------------~

i+ -CB 144N

, I 1 1 , , : , ! 1 I .

0.380' CB 143N·· ~ ~--

! ~ d

I , . , ' 4-- ----- · 5.785"·-------~

I

. 0.65" ~ .

o • ; t , :.,----. 4.8lO".----~

Depth of Section. Weight Flange Width. Flange Thickn .... Web Thickn .... Section Inches

I.:t Inches Inches Inches

Index Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction

-------------------------------

CB 144 N 14.180 14h 84 12.021 12", .778 H .451 H 14.060 14h 78 12.000 12 .718 n .430 i.

14 .190 14h 74 10.071 lOt. .783 it .451 H CB 143 N 14 .060 14h 68 10.040 lOt. .718 H .420 it

13.910 13H 61 10.000 10 .643 n .380 VB

21

(

Section Index

CB 142 N

CB 141 N



r .. ---------8.00~----------"": I ;

, , , I

I I

I ~

i I I

! , I I I I I I

i

l

0.310~ i+-CB 142N

• co ~ 0.65: d1 .;-

t I

, , ~-,.,3.8W.,,-)

1""---------6.75", .-------, : I

,

! I I

: : I T O.2W. 4-CB 141N

I

i ,

I : I I i ~ i ~ 0.40" I d~ r .. . , , '

:"-·3.2425"·-'~

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Inches l:'~, . Inches Inches Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction

14.060 14h 58 8.096 8 ..... .718 it .406 it

13.9-W 13H 53 8.060 8h .658 tt .370 %

13.810 13H 48 8.030 8h .593 it .340 H

13 .680 13H 43 8.000 .528 H .310 -h

14.250 147i 42 6.818 6H .578 if .333 it

14.120 14Ys 37 6.776 6ft .513 H .291 it

14.000 14 33 6.750 6~ .453 H .265 H

13.880 13Ys 30 6.745 6~ .393 H .260 H

22

.t

Section Index

---

OB 125 N

BEAMS


~---- ----- - - - --- - -12.00!-- ----- ------ - - - - - Jot I I I I

<-. CB 125N

0.60"

I I

1.--- - -5.8025"'-- - - -.~

. ~

~ I I I I I I

I

Depth of Section, Weight Flanfn~:dth , Flange Thickness, Inches

J:t. Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction - ----- - - - - ----- --- - --

14 .380 14~ 190 12 .671 12K

1.736 Itt 14.120 14~ 176 12 .613 12 1.606 lit 14.000 14 169 12 .574 12 1. 546 1ft 13 .880 13~ 161 12 .513 12M 1. 486 1ft 13.750 13~ 154 12.481 12ft 1.421 lit

13 .620 13~ 147 12 .449 12ft 1. 356 lit 13 .500 13~ 140 12. 407

12ll 1.296 m 13 .380 13~ 133 12.365 12 1. 236

13 .250 13~ 126 12.331 12 1.171 lit 13. 120 13~ 120 12.318 12 ..... 1.106 I..'.

13.000 13 113 12.274 12tr 1.046 I h 12.880 12~ 106 12.228 12 .986 M 12.750 12~ 99 12. 191 12 ..... .921 H 12.620 12~ 92 12 . 154 12 .... .856 U 12. 500 12~ 85 12 .106 12..'. .796

12.380 12~ 79 12.081 12h .736 n 12 .250 12~ 72 12.041 12h .671 12. 120 12~ 65 12.000 12 .606

23


Decimal Fraction --- ---1.066 In 1.008 In

.969

H .908 .876

.844 U .802

.7f:IJ H

.726 n .713

.669 ~ .623

.586 tt .549

.501 Yo

.476 ~ .436

.395 it

...



«'------ - ----10.00~-- - -- - -- - --), , I

Section Index

CB 124 N

CB 123 N

CB 122 N

r"- -------- ----8.00"--- ---- -- --~ ,

O.34~~ ~_ CB 124N

O.~~

O.29~~~ :< __

:'------..., , I

"'----4.8255~---'"

CB 123Ni I I I

I

, , , , , : : I

! 1 ~'1 0.240" 11 !. ~

I : • I : ~ 0.60'" I j

r---~-'L-~' ::'-------+~, [I:

A> 1...--- 3.851,, ---J

--CB 122N

, . ~-- ·3.130~-·-,J

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Inches per Inches Inches Inches

Foot, Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction

12 .310 12,.. 64 10060 10,\ .701 H .409 it .. 12 . 190 12>'0 58 10.014 10 .... .641 H .363 it 12 .060 12.'. 53 10.000 10 .576 .li .349 H " 12 . 190 12>'0 50 8.077 81i .641 t-i .375 % 12.060 12,\ 45 8.042 8"" .576 it . 340 H 11 .940 11H 40 8.000 8 .516 it .298 1--1

12 250 12)4 36 6.560 6h .545 " .300 11 "H

12.120 12Ys 32 6.535 6H . 480 ·it .275 . ,.,. 12.000 12 28 6.500 6Ys .420 H .240 it 11 .868 11Ys 25 6.500 6Ys .354 H .240 1-:>.

" 24

\

BEAMS


fI--- - ---- ---- - ·10.00L-----------~ I I I

I I I I I I I I I I I I I I

1--------------8.00"--- ----------1

I

~ ';' I I I I I I I I I I I

0.3400:.

~, 0 ,

k-- CB l03N

CB l02N··~ ~~:!l30"

I : ~ 1,.------4.830"--- -- -~

I : t ~----·3.835 .. · -----~

I

: I I I I I

: ! I , I

.! o

T ! , , : ,

Section Index

Depth of Section, Weight FlangnechWesidth, Flange Thickness Web Thickness, Inches per If Incbes Inches

Foot, Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction

11 .880 11 Ys 136 10 .575 10M 1.498 1~ .915 it 11 .750 11~ 130 10 .540 10M 1.433 1.". .880 Ys 11 .620 11% 124 10 .505 10~ 1.368 1% .845 U 11 .500 11~ 118 10 .461 lOU 1.308 1,\ .801 11 .380 11% 112 10.416 10 1.248 1~ .756 ~

CB 103 N

11 .250 11~ lOG 10.380 10% 1.183 1,\ .720 H 11 .120 11Ys 100 10 .345 lOtt 1.118 1Ys .685 tt 11 .000 11 95 10 .322 10ft 1.058 In .662 tt 10.880 lOYs 89 10 .275 lOR .998 1 .615 it 10.750 1O~ 83 10.235 10 .933 H .575 H 10.620 10% 77 10.195 109 .868 Ys .535 H 10.500 10~ 72 10. 170 10 .808 H .510 II 10.380 10% 66 10. 120 lOYs .748 ~ .460 it 10.250 1O>i 60 10.075 101. .683 tt .415 it 10.120 lOYs 54 10 .030 lOn .618 % .370 % 10.000 10 49 10.000 10 .558 n .340 H 10 .120 10Ys 45 8.020 8h .618 % .350 tt 10.000 10 41 8.000 8 .558 IT .330 ft 9.880 9~ 37 7.975 7* .498 ~ .305 h 9.750 9', 33 7.965 7* .433 .". .295 it

CB 102 N

25

Section Index

---

CB 101 N



L -----------·6.75"·----------i

Depth of Section, Inches

Decimal Fraction ------10.240 lOH 10.120 10Ys

10.000 10

9.900 9H

I I I I

: : : I

: I I

: :

~ O.24~'~~ 4 __ CB lOiN

'l' I I I I

: I

! I I I I I I I I

~ ~, o.SO", o~ ': ,

, : J .. ---- 2.755"---'"

Weight FJa,~%:th, Flange Thickness,

roort , Inches

Pounds Decimal Fraction Decimal Fraction ------ ---------

29 5.789 5H .510 it 26 5.770 5tt .450 it 23 5.750 5~4 .390 it 21 5.750 5~ .340 II

26


Decimal Fraction --- - --

.279 n

.260 H

.240 H

.240 H

BEAMS

C B SECTIONS-Concluded

r----- ---- --- -------8.00"·-- -- -- - -- -------~ , ' I t

I , ! !

! .c ~

f

i : ! , ,

I "

Section Index

;' --------- ---- 6.50"--------------~ , , , , , , : , I

0290" • -->- "<- -CB S3N

CB S2N - -~

t , ' , ' "-------3.855"-- --- --..l

: : I I , , ,

'!o , : I I I I I I I I I I I ,

._'; . .

: : t '4----·3_1305" ·---...

Depth of Section, Weight Flange Width, Flange Thickness, Web Thickness, Inches

1:t, Inches Inches Inches

Decimal Fraction Pounds Decimal Fraction Decimal Fraction Decimal Fraction ------------------------------

9.062 9h fJ1 8.285 81. .931 U .575 it 8.942 8H 62 8.230 8M .871 Va .520 it 8.810 8tl 58 8.220 8n .805 H .510 it 8.fJ18 8M 53 8. 175 8* .739 tt .465 tt 8.562 8:h 48 8.115 8-.'. .681 H .405 tt

CB 83 N 8.442 8ir 44 8.090 8n .621 % .380 % 8.312 8h 40 8.075 8.'. .556 :h .365 * 8.182 8fa- 35 8.025 81f _491 it . 315 fa-8.124 8Y, 33 8.010 8n .462 tt .300 * 8.060 8h 31 8.000 8 .430 ir .290 *

8.196 8* 30 6.559 6:h .498 )1 .298 * CB 82 N 8.098 8 .... 27 6.529 6H .449 H .268 *

8.000 8 24 6.500 6)1 .400 H .239 M

27

Section Index

----

H4

H3A

H3


"if-I I I I I .l,

" I

H-BEAMS

I "I ~- -- - - - - '8 .00 --- - - --~

--:r I I I

0,

-i' ~ ~

E q !~ H 4

q":i __ ±_ f

_:L -====j>-l:===:::1-_t' .. -t .• "'-, '0 E: ~-- '3. 813:!-r! § g:

~ ~

~- -- .. -5.938~-- .. -~

Depth of Section, Weight Flange Width, Flange Thickness, Inches per Inches Inches

Foot, Decimal Fraction Pounds Decimal Fraction Decimal Fraction ---------------------

~. 7 8.125 8~

8 34 .3 8.008 8 0.459 H 32.6 7.938 7H

27 .5 6.063 6h 6 6 0.481 H

25 .0 5 .938 5H

22 .5 6.063 6h 6 O . ~9 ~i

20 .0 5.938 5H

28


Decimal Fraction - -----0.500 ~

0.375 Yo 0.313 Ir

0.438 h 0.313 h

0.375 Yo 0.250 74

BEAMS

STRUCTURAL BEAMS

k - -- ---- - --7.875!- - -- -- ---~ , ,

:\ '~ ~ 0,825 ':. ~ : ~ B 18 I ' I I I I I I

I : I I I I I I I I I : I I I I I I I I I I I I

I : I I I I I :

I :, I Q6'a..~ ___ '.t . I ,

I 0.30 t, - J~_ ± 0.800 " - _ J.-___ -:,_. :j:., -----4-, -,;:-

: k----3 .625~·---~ I I ,

Section Depth of Weight per Flange Width, Inches Web T hickness, Inches

Index Beam, Foot, Inches Pour.cIs Decimal Fractional Decimal Fractional

120.0 8.048 8-.\ 0.798 It B 18 24 115.0 7.9IY 7H 0 .7~ t}

110.0 7.925 7H 0.675 H 105 .9 7.875 7Ys 0.625 ;/8

29


STRUCTURAL BEAMS-Continued

~ --------?oo~'-------~ -~-}----------------1

I I I I I I I I I

~,J.

'I I I I I I I

Section Index

---

B I

b.B 20

O.50~

Q~ --

Depth of Beam, Inche.

----

24

24

--.,;-

I I I I I I I I I I

:~ ~-- g B 1

I ---~-

Weight per Foot, Pounds

----100 .0 95 .0 90 .0 85 .0 79 .9

71.0

b.Special Light W.ight Beam.

r

I I I I I I I I I I I I

t--------·-7.00:~ --------~

o. 480':- ~

?:?~' 0.480:'

---,... I I I I

I ,

'~ b.B 20

I I I I I I

! ' I O~480" ~-~-------f--~~~-

b: ,,: r ~~---3.26--- -}I

d

Flange Width, Web Thickness, Inche. Inche.

Decimal Fractional Decim,l Fractional

7. 247 77.( 0 .747 ~~ 7.186 7h 0.686 ti 7.124 7Ys 0. 624 ~i 7.063 7t. 0 .563 h 7.000 7 0.500 ~

7.000 7 0.480 it

30

BEAMS


1 1 I 1 1 I I I I I I I I 1 1 I I 1 1 1 1 I I I I

... ------ -- -7.00.'~- -------+1 , '

~c~4g ..

1<6<0':-,

---.. , 1 1 I I I I 1 I I I I 1 I I 1 , I

~~ -, '" ,.; .,.

I 1 1

! 1 I

1 I 1 1

1 1 I 1 I

: --,-t~ ...

'<10 '0 ~ ., ...; "! __ r ~

L!.B 21

"-~----:-, -+, --"'--+,' 1-gl ,,1 I ~'+---3.24----t'

~-------6.~~------~

1 I 1 1 1 1

~~ I 1 1 1 1 I 1 I I 1 I I I I I I 1 I I I I : ~cl.?p'''

: 0'<30::,

- -~

1 I I I I I I 1 I I I 1 I I I I 1 I

" o ~

~ I I 1 I 1 I

L!.B 22

I 1 L.L... ____ -+-__ ..:t._4'O~430 "

~! 1/ I"l-",,<---3.035--1' d

Depth of Weight Flange Width, Web Thickness, Section Inches Inches Index Beam, per Foot,

Inches Pounds Decimal Fractional Decimal Fractional --- - --- ----

L!.B 21 21 75 .0 7,00 7 0.520 H

L!.B 22 21 58.0 6,50 6}-~ 0.430 i.

L!.Special Light Weight Beam,

31

l~-

i

Section Index



~- - - - - - ----1.00/ll' - ---- - - - ~ : I

---,.

g .. d

82

0.70'" __ .:t.

.,.- -I I I I 1 I I I I I I I I 1 I I

I I I

I I

i i

,I o ..

~--- -- - - - - -6.25""··';' -- ----.! , . • I

----..

83

__ ,L -"'--'-----. '*-. ---01-. ;;-. ..-

~ *--.-2. 875:!-~ ~: ~ I I d

Depth of Weight Flange Width. Web Thickness, Inches

Be3.m, per Foot, Inches

Inches Pounds Decimal Fractional Decimal Fractional - - - ----

100 .0 7.273 7H 0.873 J/s 95. 0 7.200 7H 0.800 H

B2 20 90 .0 7. 126 7,., 0.726 H 85 .0 7. 053 7-h 0.653 H 81.4 7.000 7 0.600 H

75 .0 6.391 6H 0.641 H B 3 20 70 .0 6.317 6 .... 0 .567 I.

65.4 6.250 61 ' , 4 0.500 7-1

32

BEAMS


- ---::,.-

i i

I I i I

I .- ~

~ 1 , , I , I I

: , I , , , , !

___ .:L.

94

I __ .:r_

-"'I I I

~---- --6.00~~----~ , I

I -or I , I I I I

I I I I I I I I I ~ 1 I ,. : I d I I I I I I I I I

~l ~ ~B 23 ~ ~ I : I , I I I I I I I I I I I I I I I I I : I I

I I : II ~'~~~'~.) - - -y---y-

0.38': ... ' ..,. ~ : ~ ~ , I _~_

_"' __ . .1-___ • ..:1,'--__ -1., .-1'-~~---2.7701!-~ ~I d ' 0

.*-~----~~.~--~--~,-~-~ I~------~~ : d 2.810". id

Depth of Weight Flange Width, Web Thickness,

Section Inches Inches Index Beam, per Foot,

Inches Pounds Decimal Fractional Decimal Fractional -------

70.0 6.251 67{ 0 .711 n B4 18 65 .0 6.169 6it 0 . 629 60 . 0 6 .087 61r 0 .547 tt 54. 7 6.000 6 0.460 H

6B23 18 46 .0 6.00 6 0 .380 Yo -6Special Light Weight Beam.

33

Section Index

---

B5

B6

-""-I , I I I

~ ! ~ "i , I I I , ,

-:.:-

""f-

i :

:: g .; , , , , ,



--~ 85

I " I ~- - -- - - ----10,941----- -- - ---~ I ' 0.800" :

i.<-----------------15!'------------------7i , '

86

~-------------11 .149·'--------------~ : 1 0 • 690" I

1.267" -;r " g 'i'

-~-

1.041"

" on ~

: . ? ;1: - 0.35" __ 'f_

~- ---- --- -------------- ·15'~----------·----- - - ---71

Depth of Weigh~ Flange Width, Web Thickness,

Inches Inches Beam, per Foe , Inches Pounds Decimal Fractional Decimal Fractional ---

100 .0 6.7f!1 6ft 1.167 Itt 950 6.668 6ft 1.068 1,1r

15 90 .0 6.570 6H 0.970 It 85.0 6.472 6H 0.872 Ys 81.3 6.400 6H 0.800 it 75 .0 6.278 61s 0.868 Ys

15 70 .0 6.180 61. 0.770 tt 65 .0 6.082 61. 0.672 U 60 .8 6.0u0 6 0.590

34

Section Index

---

B7

~B 24

BEAMS


-"'-- B 7 f-~ !'"o- 410"

~l \ ~--------------.. . ':':-,.' --------------1 -: 0.634"

i J ' 0'5~' '{ _L .. 0.25,l.i

~-------- - ----- -- ----1s:.:--- --------------------~

--l< ~--. ' 0.330'

-_~1.64Jl-. -~B 24

~- - - - _u ---1l.720:'------ - - - --- --~0.99:L : ;'0.330" : J 0.650"

i J " g[o:;'\ 3'~' - f I \71

1 1 _~__ ~ I __ :to.

~--- - ---------- -- --ls=.'-- -- - - ----- ------:H , ,

Depth of Weight Beam, per Foot.

Flange Width, Inches

Web Thickn ... , Inches

I nches Pounds Decimal Fractional Decimal Fractional ----

55.0 15 50. 0

45 .0

5.738 5H 0. 648 * 5 .640 5* 0.550 H 5.542 5H 0.452 H

42 .9 5.500 5~ 0.410 U 15 35.0 5.50 5)1 0 .330 H

~Apeci.1 Light Weight Beam.

35

T-I , I , I

.1 '",


STRUCTURAL BEAMS- Continued

8 8

~------- - --- -- ---- ---9 . 333·~-- -- - - --- -- - -- - - --+: I ' 0,460" ,

R ~~~

r ~ I ~

! ~ : ~ I , , , ~- -~

,. -- - -------------- ---- 12"---- - ------------ ------+i

r -": :O~350"

i i ! .' '0 o ,,; I , , , ,

89

~ --- - - - ------- --- - 9.762"- - - -- -- -- - -- - - - ---..,.: : 0.350" :

0.738" -_Of:"

i

~ 1 i J~_ 0.21" . • __ ~

,.,

:~--- -- ------------------ -12"·--- ------ ------------.. -+,

, 68~ , I "1.38 : ,.-- -- - - - ---------9.240~---- -------- - -..;.0.81;

::: : : l 8 uro" w: ~I .. ~: ~ , ----to : ~ ~!t:~ : d cI ~ I i ~- ---~

~--- - - - - -- - --- ---- -- - -----12'! ---------------- - -- ---..:;

Rection Depth of Weight Flange Width. Web Thickness,

Inches Inches Index Beam, per Foot,


55 .0 5.600 5» 0.810 it B8 12 50.0 5.477 5it 0 .687 H

45 .0 5.355 5it 0.565 -h 40.8 5.250 5}i 0 .460 it

B9 12 35 .0 5.078 51< 0 .428 it 31.8 5.000 5 0 .350 tt

6B25 12 25.0 5.00 5 0.270 H

6Special Light Weight Beam.

36

Section Index

---

B 10

6B26

Bll

BEAMS

STRUCTURAL BEAMS-Continued --*!

-f-- B 10 I I I I

! ~~ ~ , , I

I I I I I I

~----------- ---------7. 959'~------------------~ 1 l O. 310" : "

0.613 --t-:J, ~ ~ .. , , _._- _.,.

-'1'I I I I I I I

8 "i I I I I I I I I

-""-

I '1 I 1+-------------------------10 ----------------------"!

6B 26

;"1.30

~-------------7.400~'------------~ o. 7~/' -: '0.250" :

0.550'" -'1'-

: I .g ., ~ I

_.:i: .. ~-------------------lo!'----------------~ -,f:'--

I

5 I I ,

.t __ _

'i "'0.290"

Bll

:.----- - ----- .. --1.085"'--------------, I 0.290"

.9.!-[27"

.' ~ y

-~---------------- ----------------- '"""

Depth of Weigbt Flange Widtb, Web Tbickncsa, Incbes Incbes Beam, per Foot,

Incbes Pound. Decimal Fractional Dccimal Fractional --------

40 .0 5091 51r 0 .741 tt 10 35 .0 4.944 4H 0 .594 H

30 .0 4 .797 m 0. 447 H 25.4 4 .660 4ft 0 .310 /.

10 22 .0 5.00 5 0.250 7i 35 .0 4 .764 4tt 0.724 it

9 30 .0 4. 601 4H 0 .561 T\ 25 .0 4 .437 4ft 0 .397 H 21.8 4.330 0 . 290 n

6Special Light Weight Beam.

37

Section Index

---

B 12

B 13

B 14



.,.--! B 12 , , I 1.. __ -- --------6.211 .. ------ _____ ... ; ~ : ·0.270" I

~ ! , , ! I

.-.l. 0.16" __ 'C.

: ... -- ------------ e-!...----- -- - -------~

.. ~ ~-I 10.250"

1-- B 13 ,

~ ~-.---------5·~~~;~~ .. --------4 ~ ~:..5i 4·' " '

~ ~-- " 0.15'" . __ k_

~-- -------- ----1 --------------- ----~

-.--, I , , ~ ..;

814 ~ _______ 4.465 .. ______ ~

: 0.230":

~------------6"-------------

0. 488" --.--.' ~ .-.&-

Depth of Weight Flange Width, Web Thickness,

Inches Inches Beam, per Foot, Inche. Pounds Decimal Fractional Decimal Fractional

- ---25 .5 4,262 m 0.532 H

8 23 .0 4.171 0. 441 (t 20 .5 4.079 41< 0,349 18.4 4.000 4 0.270 if

20 .0 3 .860 3M 0.450 H 7 17.5 3.755 3~ 0.345 it

15.3 3.660 3Jt 0.250 ~

17.25 3.565 3 .... 0.465 it 6 14 .75 3. 443 3"- 0.343 it

12 .5 3. 330 311 0.230 if

38

Depth of Section Beam, Index Inches

--- ----

B 15 5

B 16 4

B 17 3

BEAMS

STRUCTURAL BEAMS- Concluded

-r\ B 15 J4 1<o.210' I I ' " I I 1<----- 3.589 ------"'1 ~: 1 0. 210"': 0.443"

I 0.311 ~ ..; V'· --":1"-

.L. 0.1311 ~ _.1 ~-- --------6"-- - - -- - --~

" -.-- . -T- B 16 j.0.190 I ~ ., I " --·2.717 ---- ~ ~ : J,O. 190" I 0 3 "

7 If T o.2{.\:f .1. 0.1111\ __ ~_

~------- 4"' ____ __ _ _

,-_ ~ B 17 J1~O. 170. : ~1.1:.i43"____.:

~ : o. l70N! 0.350"

" -'6-i I ( T 0.27~ 1'j

.1._ ~ 0.1 0"\ .. i:.. :"' ______ 311' -----~

Weight Flange Width, Web Thickness,

per Foot, Inches Inches

Pounds Decimal Fractional Decimal Fractional

14 .75 3 .284 31r 0 .494 ~ 12 .25 3 .137 3h 0.347 tt 10.0 3 .000 3 0 .210

105 2. 870 2Ys 0 .400 It 9.5 2 .796 2M 0 .326 8.5 2 723 2M 0 .253 ~ 7.7 2.660 2ft 0 . 190 ,.. 75 2.509 2M 0349 H 6.5 2411 2M 0 .251 ~ 5.7 2. 330 2H 0 .170 it

39


SPECIAL STRUCTURAL BEAMS

MONO-RAIL BEAM

0.719~ ~-- * B-29 --.: ~--·r:r --0.25" I: : 0.406"

i I " ·1.141" 1 0.406"

r !\<'"w : ":rr ''''-.-I_k J.25'\,. _-'Y. r- -------- ---------l&h-'--------- ------ - ~

Rolled for Harnischfeger Corporation

Depth of Weight ;Flange Width, Web ThickneBll,

Section Inches Inches Index Beam, per Foot,

Inche. Pounds Decimal Fractional Decimal Fractional --- ----

'B 29 15h 48.7 5.500 5Yz 0.406 it

'Furnished only by special arrangemen!.

40

Section Index

B 112

BEAMS

CAR BUILDING BEAMS

CENTER SILL

k------ ---3M~/--- ----~ ~ -'A------------------ I ~ N 1'- ~ O~O n

m I ~_~:_

, , N

I I I I I I I I I I I I I I I I I I I I I I I I I I

cik 6 0

~_~~~o"

I I I

~--'l ;:: .,; I I I I I I I I I I I I I I I I I I I I I I I

+ __ T~L

B 112

,*.'~: :0.60" 60_ I

~ __ -lc_ ~ 0.53" i~

-~-- -".-• I ,

k- -- ------- ---- - -----7.!.1-- - --------------~ I

Depth of Weight Flange Width, Weh Thickness,

Beam, per Foot, I nches Inches

Inches Pounds Decimal Fractional Decimal Fractional

12 4D.3 7.00 7 0.469 it

41

Section Index

---

B 51


MISCELLANEOUS BEAMS-STRUCTURAL SIZES

Depth of Beam, Inches

---

6

" , , ~

" 1 , , 1 1 , ,

-'"- -

CAR BUILDING BEAMS

B 51

, ~ 0.375 "

0.50"

~-- ----- -- --e!!--- ---- ---~

Weight Flange Width,

per Foot, Inches

Pounds Decimal Fractional

23.9 4.750 4~

42

0. 710" -"'. , , " ::l 1 -~.


Decimal Fractional

0.375 Va

I I I I

BEAMS

"H" BEAMS

I I - - ~ I~ - - -

I I 0.25" r-

_ L ,.J '-, I t - - - - - - - ------ - ---A- ----- - - --- - - ---- -~

Rolled for Bates Expanded Steel Corporation

Section Index A Weight per Foot, B C D Inches Pounds Inches Inches Inches

°H 55 7 24.89 1.75 0.47 0.53

°H 54 20. 20 1.50 0.44 0.48

°H 53 16.12 1.25 0 .37 0.45

°H 52 4 12.30 1.00 0 .34 0.41

°Furnished only by special arrangement.

43

Section Index

'B 41

'B 42


SPECIAL BEAMS

* B 41

k- ---.77:~--~-------1.90'~-----*-- - ---1.08 ~----~ I I I I

I : " I t .. : I

--~ .23 ~-- --~ .1'1 ~--I I I I I I I I t I I I

I , I I : I I I I I

I Y : , : :

------~--------:--------~ -« , I , ,

I I , I I I I

, I , I

_L _ : I : __ J .23" k--

--~ I i I

__ ~ __ ~ .358'f k--, , I I

~- - ---- -- --- ------3.75~----------- - - -----~ Rolled for Bates Expanded Steel Corporation

~------------3~{ on t of Web-------- -----~ I ", ,I

: 0,15 r~~-lO

T * B 42 "';:':.! I I I , : 1 I I I , , 'I I

;t. I .,: " :

'+----H----*------ - --lYs --------;>1 " I

Rolled for Bates Expanded Steel Corporation

Depth of Wei~ht A B

Flan\e Web Beam, per Foot, Widt, Thickness, I nches Pounds Inches Inches

5.04 1. 781 . 170 3.75 5.78 1.828 .230 3.75 6.38 1.875 .275 3.75 6.97 1.922 .320

7.98 2.000 .400

3.75 4.22 1.50 .15 3.75 5.11 1.57 .22 3.75 6.39 1. 67 .32

'FurniBhnd only by Bpecial arrangement_

44

C Web

Thickness, Inches

.230

.290

.335

.380

.460

.24

.31

.41

Section Index

P 21

P22

BEAMS

AGRICULTURAL BEAMS

PLOW BEAMS

----r I I I I I I I I

• I • I

~ I I

I I "".. '

...• , -i'

. I I I I I I I I J..

I I I I I ---+----I II I .,1 " I lit "I JE'--~---~>r------lYs--------4'h~--'~---4

P 22 • ----,,-~ :

·--2J-i __ ! I I

:~

;' , I

. ~----tt·~--~ ,:\~ : I . ':""' : I I I I I I I

; : If: ! .. ! __ ~ __ :t . "Ih, " .h,": !<'- -%-- >!< ->;<-----lYs----->r->:+- %- -~

Depth. Width. Web Thiekn .... Weight per Foot. Inches Inches Inches Pounds

4 3Ys 1 24.6 4 2% ~ 21.2 4 2% ~ 17.8

2~ 2)4 ~ 12.6 21, 2h tt 12.0 2~ 2Ys % 11 .4 2~ 2 ~ 10 .2 2~ Itl to 9.7

45


AGRICULTURAL BEAMS-Continued

PLOW BEAMS

P 20

, ,

r---,.---"-~

, ~~

I, ~* ~ -~ - -------------- ------- 3 ---------1-- __________________ "i

---, -," "', : I, ~:

, ~------------ -- - -- lU --- ---------------_+! !

~---- If--+ -----------.------ 21.' ------------------ -.;.. ·- - H'---~

P 17 cd-' 8 -------- ,~--'L----~~ ,~ ~-- H·!·..;..------------l~'--.. --.. -~+--H':--.; --~-

Section Index Depth, Width, Web Thickness, Weight per Foot, Inches Inches Inches Pounds

1) .. % 11.1

P20 3 l ~i ~ 9.8

3 I~ % 8.5

IVa J-2 7.3

P 17 2~ it it 3.9

2~ 78 it 3 .5

46

BEAMS


PLOW BEAMS

P 10 "------,_.,,.

I

.--------- -----------; 2%' --- ------------------!~

I

. I I

,/ \ I

.' / ~" I )!\'b" I / ____ -Y.

I "I " , , ~ ,,' ~--- :t. -- ->i".----------l~ --" - ------- ~:+_ ---- H ----~

P9

I I I I

- -- 1-- I I I

~---.--~-

I I I I I I I I

''"}; " .~ ':b . - - - ----- - - ----- - 2% - :::.:-.i.-- -; ---- -- ---- - .

I I I

I I

/ I " ,1' I

,' \CIt : • / I

I I I I I

1 : 1 l _~L I "I" I 1/ I" I " I

~---.}i ---t- !~ -"¥------- tt -----~- }(-+t----- H ------+j

Section Index Depth, Width, Weh Thickness, Weigh t per Foot, Inches Inches Inches Pounds

P 10 2% l~ ~ 9.2

P9 2% 1~ n 9.1

47



PLOW BEAMS

----~-".

---.-, , '

, , , i

:~ " '~ :

------------------2~ ----:----1----- --- - -----~-::---*- : ,

I I

/ ' 'i ~\.: I,)l

I I I I , , , , !

: : ,/ !: _1. ~---- J.-t--~. -~-+--------~ lh' ·- ----~-x: ".;..-- ---fi':---- ~

Rolled for Allis Chalmers Mfg. Co.

P 12 '-f , I , ' , , , ,

---.. ~- : : " '-1= '*' '~ - ---- --- - ------- 2J,i --=---:~=--i--------··--- ;

! I / r : »' I /~' ~

I: / I: : iE----~---~_h~~------- J'-------~**----- tt"----~ -.Y.

Section Index Depth, Width, Web Thickness, Weight per Foot, Inch .. Inches Inch .. Pounds

-

2~ 1~ H 13. 1 'P 11 ~h 1~ it 11.9

15 , h 10.8

2~ 1% -h 10.0

~~ 1~ n 8.9 P 12 1% ,', 7.9

2~ 1~ h 6.8

'Furnished only by speCial arrangement.

48

BEAMS


PLOW BEAMS

P3

4·/ I

1 1

I 1 1 1 I

.1

.~

'i' I 1 1 1 1 1 1

1 1

: :: :: : I , "I., I " : "I ,, --r-1:· !'"---- H----~·i._"'!<---------l~ ---------'!"-n-t----- H - ---~

Section Index Depth, Width, Inches Inches

2~ 2U 2" ,. 2Ys 2~ 2

P3 2~ 1~ 2~ 1~ 2~ lit 2~ 1%

2Ys 2 2Ys 1~

P2 2Ys 2Ys 1~ 1'. 2Ys II. 2Ys l Ys 2Ys 1%

(9


it it H I.

tI t. H tt I. n % I. t.

:; -t-

I I I 1 1 I


13. 8 12.7 11.5 10.3 9.2 8.3 8.0

11 .2 10.2 9 . 1 8.0 7.5 7 .0 5.9


AGRICULTURAL BEAMS- Continued

PLOW BEAMS

P 1 ..__--T--"I I

i I I I I I I

----'f- I _ I

," '~ 'd:: .~ --- - -------------- 2Ys --::: :t~--;---------- 1 I

: I

.,j,.. " " I I I I I ":>\~ I : I :: ,' I

. ..: " 1 " I" I " , __ i-. '("- - -- /. -- -~ - H -~---- H -- -- If'--H- ~---h - ---"'I

P 13 ---r I I I

~ ___ ~I f

A~,~ ,'1: ( - --------------- - 2/,. -±------;---------... i- -, I

t I ~ I

! I ~ .. / ! I~. II.. :

I !;fT' !.~: ---"-~----t\' ---~-_6-~ ~----H"---~ ~-n-~----~I.---~

Section Index Depth, Width, Web Thickness, Weight per Foot, I nches Inches Inches Pounds

2H 1H % 9.6

2H 17\1 7\1 8. 6 P 1

2H 1H H 7.6

2H 1~ ~ 6.6

2h 1~ to 6.5

P 13 2h 1h H 6.0

2h 1~ h 5.5

2h 1h ~ 5.0

50

Section Index

B 33

B 34

BEAMS

AGRICULTURAL BEAMS-Concluded

Depth, lnohes

1 ~ 1~ 1~

1~ 1.~ l~ 1~

CULTIVATOR BEAMS

B. 33 (Formerly C. B. 1)

~"";+---&' --~--J4~-~

~: ;~"'H~'-"~:; :._"'.

~ '* . '~ , ' )$" "' ,'-"-~-- - - - -'I~' -- - ---~

B. 34 (Formerly C. B. 3)

~'h:~f---- :v.~-- '-~'h~~

~- ~~'~ ---~)--+;;~ U __ 't'_ r--------l~: -------~

Width, Web Thiokness. lncbes lncbes

% Yo h -I. ~ ~

% % h h ~ ~ n h

51

Weight per Foot, Pound.

2.64 2.32 2.00

2.49 2.17 1.85 1.53

CHANNELS

STRUCTURAL CHANNELS

~-o'240" C 1 -+l

J; r~;·_~~~·

I :l ::1 0

I " • '? ~ 1~-5~~-:/------ - - ----12.353----~;o~:;-------~ : i

"I ' f . t ...,: __ __ ~_ :

, -----~-I " t : 0.900" tE-------- - - -- - - - - ----15-------------------~

Depth of Weight Flange Width, Web Thickness, Section Channel, per Foot, Inches Inche. Index Inches Pounds Decimal Fractional Decimal Fractional ------

55.0 3.814 31t 0 .814 U 50 .0 3 .716 3H 0.716 H

Cl 15 45.0 3 .618 3% 0. 618 % 40 .0 3.520 3M 0.520 it 35 .0 3. 422 3a 0.422 M 33.9 3.400 3H 0.400 H

40 .0 3.415 3M 0.755 ~i 35.0 3.292 3H 0.632 %

C2 12 30.0 3. 170 3H 0.510 It 25.0 3.047 3.\ 0.387 H 20.7 2.940 2M 0.280 '*

53


STRUCTURAL CHANNELS- Continued

- -~ ~ --

~14' C3 J'Tj ~---------- ---- -------8.1 58~-- - ---------- ---- ~ ~ ~

.~ 0.34°, r 0.240 " : : ! I _~::'::=========~~=======::::::<:.:- :.:t> __ YO . I I- -----~-: "I : 0 .633" If-- - - - - ----- - ----- - -- -----10--- -- ------ - -------- ---- ~ , '

- -~ ~--

~' " J: : _~!S?_.~ _

, 0.14 C 4 : :

~ ~l , " I ('Ii • ~ - ---- ------ - ----- -7.247- ------------- --'" : cl

~ 0.33 " : 0.230 " 1: !

L~=========~~======~":':-~-~· ~-:'''':·- - ';'-I • I 0.591 'I I " • t

~- -- - - - - - -- - - - - -- - - - -9- ----- - - - - - - -- - - ---4

Section Depth of Weight Flange Width. Web Thickness. Channel. per Foot. Inches Inches

Index Inche. Pound. Decimal Fractional Decimal Fractional ------

35 .0 3. 180 3,.. 0.820 it 30 .0 3.033 3t. 0. 673 11

C3 10 25 .0 2. 886 2H 0. 526 H 20 .0 2.739 21-1 0.379 Va 15.3 2. 600 2M 0.24{) H

25 .0 2.812 2U 0 . 612 H 20 . 0 2. 648 2ft 0 .448 11

C4 9 17. 5 2.567 2h 0 .367 H 15. 0 2.485 217 0. 285 II 13. 4 2.430 2,," 0.230 H

54

CHANNELS

STRUCTURAL CHANNELS- Continued , .

-;J.j tf-

~'13" C 5 /1 : -~ri'

~----- ----------e.338":·-------------- -n ~ .. ~ I I I I

~~ 0.32" I 0.220 " I t I <:--~ --~~-~ ..

~ " I : 0.560" ~-- - - -- -- ---- - - - - ---6-- -- - - - - - ---- --- - - --~

--;): ~o 210"

\

"'" C' " J' 'rr ff--------------- !5.429 ----------- >. ~ I " I I I ( i 0.31 10.210 -/ : ('- __ ~ _L :

~=========~====:=:.:~~~;;. *-: 0, : : 0.523" 1(--- --: - ------------ --7-- - -- -- -- ------- ----~

- )' ~--

\

.12" C7 ji T,;' ~--------- - - -- 4.518~~-----------~ ~ 3

{-1 o.30 " : 0 200" : :: . '-( __ __:y_ ~

____ .r_

k----- __ ---------6~--~--- _________ J 0.487" , '

Depth of Weight Flange Width. Web Thickn .... Section Inches Inches Index Channel. per Foot.

Inches Pound. Decimal Fractional Decimal Fractional -------

21. 25 2619 2% 0.579 H 18.75 2.527 2H 0.487 H

C5 8 16.25 2. 435 2lJ 0.395 H 13 .75 2.343 2H 0 .303 M 11 .5 2.260 2M 0 .220 1" 19 .75 2.509 2M 0. 629 % 17.25 2. 404 2M 0 .524 H

C6 7 14.75 2.299 2M 0.419 it 12 .25 2 .194 2,\ 0 .314 f . 9.8 2. 090 21. 0.210 H

15 .5 2 .279 2,,, 0 .559 II

C7 6 13.0 2.157 21. 0.437 lJ 10.5 2.034 21. 0.314 ,\ 8.2 1.920 1M 0.200 H

55


STRUCTURAL CHANNELS-Concluded

..

~O.l1" C 8 /_., r:j~i-

, " I ~ ~ t<----------3.609------ -----~ "I ..;

-1 0.29" : 0.190": i i ~..j.. --(.--~ --j-"- I

-----~-: " I : 0.450" ti'-- ----- - ----5------ --------71 I •

--~ *-- I,

~O.l~:------ ~:o:--- ---~j' '-Tr : '1 " : : ~ ,-:1 0•28 ! 0.180 : '-f--~ __ ~_ !

~======::;:::::~~.----"'-: I, : : 0.413" K-------------4------ ------ ~ I •

Section Depth of Weight Flange Width, Web Thickness, Inches Inches

Index Channel, per Foot, Inches Pounds Decimal Fractional Deeimal Fractional

------11.5 2.032 2h 0.472 it

08 9.0 1.885 Iii 0.325 H 6.7 1. 750 1~ 0.190 h

7.25 1. 720 lit 0.320 II 09 4 6.25 1. 647 Ht 0.247 ~

5.4 1.580 Iii 0.180 h

6.0 1.596 It! 0.356 H 010 3 5.0 1.498 1~ 0.258 ~

4.1 1.410 lit 0.170 H,

56

Section Index

---

C20

C 170

CHANNELS

CAR BUILDING CHANNELS-STRUCTURAL SIZES

CAR TRUCK CHANNElS , -~ ~-

\

-0.230 " C 20 j'T': ~-----------lo.412 :.'----------~ c? ~ ~ o.480 " I 0.375 " : :: I '+'""t'- x_-* _

I II t , 0880" If---- - - - -----13--------- - ---~ , ,

-~ 1<--: : 0.650"

r?' --0.300" C 170 r -1'-:r , I

:c;; :, o ..

~-----------9.530::.--- ------~ ~ ~ I , '" , Ao.soo" ~ 0.467" I !

"E + I +-;) __ ~_ :

---~-I " : ; 0.750" ~-------------13-- - - - - - --- ---71 , I

Depth of Weight Flange Width, Web Thickness, Inches Inches Channel, per Foot,

Inche. Pounds Decimal Fractional Decimal Fractional ---52,5 4,469 411 0,843 il 50,0 4,412 4H 0,787 H 45 ,0 4,298 4H 0,673 n

13 40 .0 4 ,185 4,.. 0.560 I. 37 ,0 4. 117 4", 0.492 U 35.0 4,072 4 .... 0 .447 i: 31.8 4,000 4 0.375 ~8

50.0 4. 135 4", 0.835 It 48 , 6 4. 100 411 O,BOO U 46 .6 4.050 4 .... 0.750 .' /.

12 44 . 5 4.000 4 0.700 It 40 .0 3.890 3H 0.590 it 35 ,0 3.767 3M 0.467 it 30 .9 3.670 3ft 0 .370 ~,

57


CAR BUILDING CHANNELS-STRUCTURAL SIZES-Concluded

~ -Q.17"

Section Depth of Weight Channel. per Foot. Index Inches Pounds

------

C211 7 18.8

1025

C 21 9 .00

7.10

6 .5

I

--~

SIDE SILL

C 211

BRAKE BEAM CHANNEL

Flan!:c~dth.

Decimal Fractionnl

4.000

2.250 2}{

2. 125 2Ys 1.938 Itt 1.875 1~

58

Web Thickn .... Inches

Decimal Fractional

0 .350 it

0.625 % 0 .500 Yo 0.313 h 0.250 }~

CHANNELS

SHIP BUILDING CHANNELS

--~ ~-O.600" i----' -""-',-

1 1 ,I 1 ~g :~

~----------7,824:'--------7-l :i ~ I I : c? ~ 0.400" 1 0.447 " i I I

L':::====:==:::::j~2i- ' .-.,y. : _____ 'iI'_

; ,,' : 0.700" ~-------------10------- ------~

r>I -0.300" C 58

-~ ~-O. 406" --x--,,' , ,

1 • -0.300" C 55

:; :J, ~----------e.279.:'---------~ "? to-

: I :::i ~ 0.400" 10.315 " t •

I =======~~==::::::2":i--'L : f- . ____ t. : ,. T I 0.469" r+---- - -- ---- - 10- -- - - - - - - --~

Depth of Weight Flange Width, Weh Thickness. Section Inches Inches Index Channel, per Foot.


41.1 4.125 4Ys 0,773 * 40 .0 4.091 41. 0.741 * C 58 10 36.9 4.000 4 0.650 H 34.4 3 .925 3M 0 .575 * 31.8 3 .850 3H 0.500 7ll 30.0 3.797 3* 0.447 H

28.5 3 .575 3ft 0.575 II 26 .0 3.500 37'0 0.500 7ll

C 55 10 24.3 3.450 3H 0.450 H 22.6 3.400 3M 0.400 M 21.7 3.375 3Ys 0.375 Ys

59

Section Index

- - -

C14

C 15

C 41

~


SHIP BUILDING CHANNELS-Continued

--~ i<---: _ :0.600"

~ 0.80 " v- --1--t-I I I I

CHI I ~6 : ~ '2 <? oS

*-- ------- --- -6.824~/------------~ :: ~ ~ 0.40" : 0.450 " : :: ""'---------'<--------'-"~--) --"- - : 1-________ -,, ______ --'.- __ __ >10_

~-------- ___ ______ . g.!.' _ _ ! ________ ------J 0. '700 " . . --.,l ~ --

I 10.476 "

~ 0.30" V-'--7--f-I •

C 15 : : : , I

o " 8 ',}, ~ ~

1f ------- - - - . 8.262~---- ------~ I <')

\<_ ~ 0.35 " : 0.416 " I : :

~-------~----~:~-;~- ~ - -~ ! ,~----------------~. ------------+. &52~t-It-------- - - -----8:'-.:.- - -- - -----~ I ,

"'I. 0,360 -..: 1"- 2 0 C 41

--~ 4'0446" V- --f-f-

! I " I '8 :-! ; ~ ! i

.--t. I 1-__________________ -.-________ -+ ____ :L_

I " t 10.554 II ~--------------- -7---------------~

I I I I

k.--- -- -----4'926!.'----- ----..l ,.'-- ' I

~-1 0.500 " ~ 0.500" I )--"~--------L---~-_4-~

Depth of Weight Flanf:c~dth. Web Thickn ....

Channel. per Foot. Inche.

Inche. Pound. Decimal Fractional Decimal Fractional - - - - --

34 .7 4.000 <I 0. 650 It 9 31.7 3.900 ~U 0.550 28 .6 3.800 0.450 H

26.5 3. 600 m 0.600 U 25 .2 3 .550 0.550 8 23 .8 3.500 3~ 0.500 ~ 21.5 3.415 3ft 0.415

25 .0 3 .700 ~U 0 .600 it 22 .7 3 .600 0 .500 ~ 20.3 3 .500 3~ 0.400 tt 19. 1 3.450 3M 0 .350

60

Section Index

---

C 46

C 56

CHANNELS

SHIP BUILDING CHANNELS-Concluded

C 46

4 ~--o.31!5" :r- -",-r , ,

I I I I I I I I I I

:! :! .. .. I ~

: ~ ;..-------------- .... M62~-- ........ -- .... --- ........ -~ : i I I ,I

10.350 " " 0.313": I I 'it I I '--' _______________ ...x. ___ ~«_;._ - _-*-_":

~------------------------------~----------~-~~~~-;. ___ ___ ............ ____ .... _____ 7:'_ ............ __ ........ t ________ ~ , I

--~ ~-O.330"

~ -0.300"

C56

k -------------4.378':---------- -~ . , , , : ., " I

"'-~ 0.3e5 10.340 :

V '--",- -",-I I I I I I I I I I I I

:: I I g :. 1

~ ~ I ~ I I , I

: I , I

-<f-- - -"'-" :

~---------------------------r----------+Q--4~~ ~I t I

~-------------------6~------~---------~

Depth of Weight Flange Width, Web Thickness, I nches Inches Channel, per Foot.

Inche8 Pounds Decimal FractIOnal Decimal Fractional ----

18.6 3. 438 3-1. 0.438 t. 7 16.5 3.350 3it Q.35O it

15.6 3.313 3h- 0.313 ,\

6 15 .3 3.500 3}2 0.340 it

61


SPECIAL CHANNELS-STRUCTl)RAL SIZES

I I .. 'I --~ ~-------- -- - - --- - - - --11.440-- --- --- -------------7' ~--

:~: -0.1'70" f: : ?:f" I I I -,

-:j: I " ,~ ~--------- - -- - -----9.91~---- --------- -- - -~ : 1 0.380" ~ VB" ::

~- : , t ,~. k-- - - - -- - --- - - -- - - ----12~::.- - --...:---- - -- - - - - ---->< . I ,

'C-64

., " I I

-~ \::~~~-~~~:_-:~:~~--:---~~-:::::-~j-4 r \ ' 0.330" t lI" : :

, I r:-~ : ~--------------------~--------~-~-j ilt : 0.597 II t"E-- -- ---- --- -----9~- ------ -------------4

Rolled for Caterpillar Tractor Co.

Depth of Channel, Weight Flan\~~:th, Web Thickness, Section Index Inches per Foot, Inches

Pounds

'C 65 12~ 37.5 3M VB

'C 64 9~ 22 . 0 2" H

'Furnished only by special arrangement.

62

Section Index

---

C63

C 39

C 19

CHANNELS

CHANNELS- BAR MILL SIZES

LANDSIDE CHANNELS

,0, ..... ~,9~- ...

, I , r --+i *--Ji'

II I C 63 ----"";1;-I I

~ '~ :

~--~----------------~------------______ ~_.t ~----------------4~---------------~

C 39 :..-*'.;.--.-----------3H':.-------------.:.-&->I ~-*~~ II ~+-H~-~ : I t..\1- I I --":'-";1t-I I, " --t-- : I : , :

I I ..... I I i r '* I I I : .1. I " • ~--- -- - ----------4H -------- ----------"'!

C 19 ----r 'f

~~~--------~~--------------~~. 1.- - -----------4~ --------------....;

Depth of Wei~ht Flange Width, Web Thickneea,

Channel, per Foot, Inch ... Inch ...

Inche. Pound. Decimal Fractional Decimal Fractional ----

4H 9.63 1.063 In 0.563 /.

4tt 7.9 1.000 1 0.500 7!l

8.4 l.063 In 0 .563 n 4~ 7.5 1.000 1 0 .500 Yo

6.7 0.938 H 0 .438 n

63


CHANNELS-BAR MILL SIZES-Continued

LANDSIDE CHANNELS

C 45

-" ~l ~-----------3~----------)' ~.~-I .: : II: r-~; ~ ~t+~-}!

,,: ,~.--h' I I ---i-,. 1/1 -L : I ,31' I: : ~ !

: " , I ::;:

~:-----------------~~--------------~: : r -:l-I • I

I " 1 ~--------------3Ys---------------~

Depth of Weight Flange Width. Web Thickn .... Section Incde8 Inche. Index Channel. per Foot,

Inches Pound. Decimal Fractional Decimal Fractional -------

C 45 3Ys 6.3 0.969 it 0.469 it

044 3~ 5.5 0.906 it 0.406 it

64

Section Index

C 28

C29

C 37

CHANNELS

CHANNELS-BAR MILL SIZE8-Continued

Depth of Channel, Inches

2

2

1~

MISCELLANEOUS CHANNELS

r--.. 'f-

I

~ ~ 7 I I

'L---...,.1'----~,-- *I I II I

~-------2------- ~

C 37 _~ ~_,~' " I I

ry~ 'f!f*~ ; W-y, : :., - ~ ~~ --tf-----l~-----~

Weight Flange Width, Inches per Foot,

,

Pounds Decimal Fractional

2.71 0. 588 tt 2.28 0. 625 U 2.rn 0.594 1.86 0.563 h 1.76 0.548 It

2.32 1.000 1 1.59 1.000 1

1.76 0. 625 Yo 1.44 0 .563 n 1.12 0 .500 ~

65

Web ThickneB8, Inches

Decimal Fractional

0.313 h 0 .250 ~ 0.219 n 0.188 .... 0 .173 it 0. 188 h 0.125 ~

0250 ~ 0 . 188 h 0 .125 !11

" , ),'>


CHANNELS-BAR MILL SIZES-Continued

MISCELLANEOUS CHANNELS

C 31

--~~'~-~'-r

I I I

:~

,

, '$.-- :~ . " , I

I I

I--------"::------~.". ~----------- 1 11-----------~

Dc 32 -~-~ h' ;':i-

~--~",,,~"'~'----"'~J

~-----------lU ------ -----+;

Section Index

---

C 31

C 32

C47

C35

C36

C38

--~'i.; .. - C 47 -"'~' h' :-:, __ .. , I ,

,,~ 'f ~.J : '" : "t·--------l---------...

~'

~C35 -1 !"--r

; ,; :;b

" I '. I

,~ ·ft i -"'.

1 .. ----- · 1·~------ --4:

Depth of Weight Flange Width, Web Thickness, Channel, per Foot, Inches Incbes

lncbes Pounds Decimal Fractional Decimal Fractional ---

1}1 1.17 0.750 ~ 0.125 ~

1~ 1.26 0.563 -h 0.188 -h 0.99 0.500 ~ 0. 125 ~

1 0.68 0.375 % 0.125 ~

1 1.05 0.563 -h 0.188 of. 0.84 0.500 }1 0.125 ~

Ys 0. 61 0.375 % 0.125 ~

~ 0.56 0.375 % . 0. 125 ~ 0.52 0.359 H 0. 109 n

66

-.

U- BA R S

U-BARS

"~~-1 °

U 6 __ +in"~-, ,

" I

" --:+o-n I

I

'* I I , ,

.... *-7 ° -----+--y-~.:------ltr--- ---~

Section Index Width Inches

U1 1h

U6 1h

U8 1~

u

Flange Width, Inches

:v. H

1Ji

67

.. ~~/~ ... I ,

U 8 --r I I ,

~ : ~ 'i' , I ,

I I

~ ~ ~ _______ l~~,_-_-_~~~r-t-

Web Thickness, Weight per Foot, Inches Pounds

-h 1.50

H 1.58

-h 1.865

;== =

68

ANGLES

EQUAL ANGLES-STRUCTURAL SIZES ~ ---------------- ~"------------4 ,

-f - J I I ~,y: ,~" " , I i ~------------- I? -------------~ 1 '1- J I 1 I 1 F-,~' , 1 1 ~~ I+- --------- 5·~---------~ 1 I 1 , ' I

I Al 1 -,,- J 1 1 1 I , 1

fR,;i' :~ 1 A2 1 <~ 1 1 1

I ,I 1 I .. I I 1 1 A3 1 I 1 1 <I , 1 ., I I 1 1 I I I I 1 1 I

1 1 I 1 I I 1 1 1 1 J._ 1 I l.l..I ,LJ..,.

Section Index Size. Inch .. Thickn .... Inch .. Weight per Foot. Pounds

8 x 8 1~ 56 .9 8x8 It. 54.0 8x8 1 51.0 8x8 ~ 48.1 8x 8 45.0

Al 8x8 tt 42 .0 8x 8 %: 38.9 8x8 tt 35 .8 8x 8 % 32.7 8x8 n 29.6 8x8 ~ 26.4

6x 6 1 37.4 6x 6 fi 35 .3 6x6

I 33.1

6x6 31.0 6x6 28.7

A2 6x6 26 .5 6x6 24 .2 6x6 n 21.9 6x 6 ~ 19.6 6x6 17.2 6x6 % 14.9

5x5 1 30.6 5x5 tl 28.9 5x5

U 27.2

5x5 25.4 A3 5x5 23 .6

5xS tt 21.8 5x5 % 20.0 5x5

~ 18.1

5x5 16.2 5x5 14.3 5x5 % 12.3

'5 x 5 fr 10.2 'S·x 5 ~ 8.2


69

r ILLINOIS STEEL COMPAN Y

EQUAL ANGLES-STRUCTURAL SIZES-Continued

-"'--J I I I I

:! I I I I I I i

-"'--

Seetion Index

A4

A5

1<-------- "- -------+1 • ' I

.. Yo"

A4

Sile, Inches

4 x4 4 x4 4 x4 4 x4 4 x4 4 x4 4 x4 4 x4 4 x4 4 x4

3)-<1 x 3)-<1 3)-<1 x 3J,i 3J,i x 3J,i 3)-<1 x 3)-<1 3J,i x 3Yo 3J,i x 3Yo 3J,i x 3J,i 3J,i x 3Yo 3J,i x 3Yo 3J,i x 3Yo

'3J,i x 3J,i

"Furnished only by special arrangement.

;...----- 3J-r-----+! I , I

TI I I I

~~ I I I I I I

-"'--

Thickness. Inches

H 14 H VB h )-<I

h VB h ~

H 14 H VB h J,i

'" VB h ~ h

A 5

Weight per Foot. Pounds

19 .9 18.5 17.1 15 .7 14.3 12.8 11 .3 9.8 8.2 6.6

17.1 16.0 14.8 13.6 12.4 11.1 9.8 8.5 7.2 5.8 4.4

Bar Millsi, ..

70

ANGLES

EQUAL ANGLES-STRUCTURAL SIZES-Concluded

r--------I---3~---------, :~ - - ------ 2~'--- -----; -f- i- I 4-

: fo, ~ I ! ~ .. h" ~~ ! >t.. ~ :

i A7 '~fA 8 :: 1!'4

7 I I I I I I I I I I

:L

Section Index

A7

tA8

tA9

tBar Mill Siz ...

, , , , , , , I , I I

J. 1<---------- 2~'---------<l I ~ I

r . f'",~, '::1:

I - ' -~ co tA9

, I I I I , i.

Size, Thickness. Inch .. Inches

3 x3 ~ 3 x3 tt 3 x3 % 3 x3 h 3 x3 ~ 3 x3 ~ 3 x3 3 x 3

~ 3 x3 t3 x3 t3 x3 ~

2~x2~

~ 2~x2~ 2~x2~ 2~4 x 2~ ~

2)1 x 2~ % 2)1 x 2)1 h 2)1 x 2)1 ~ 2)1 x 2)1

~ 2)1 x 2)1 2)1 x 2Y, ~ 2)1 x 2)1 2~x2~ ~ 2)1 x 2'~

71


13466 12.496 11 .5 10.4 9.4 8.3 7.2 6.1 4.9 3.71 2.50

5.6 4.5 3.39 2.29

9.3 8.5 7.7 6.8 5.9 5.0 4.1 3.07 2.08

/'


EQUAL ANGLES-BAR MILL SIZES :+- ------- 2~'~ -- -- - - - ~ k-- - -- -- - 2':"-- - -- oJ!

I I

I-I I I I

'~ .. I I I I I I I I I I

_L

I I I I I

.L .

Section Index

A 10

All

A 12

A 13

A to

Size. Inch ..

2~ x2~

2~ x2~ 2~ x2~

2~x2~

2~x2~

2 x2 2 x2 2 x2 2 x2 2 x2 2 x2 2 x2

1~ x1~ 1~ x 1~ 1~ x 1~ 1~x1~ 1~x1~

1~x1~ 1~xl~

1~x1~ 1~ x1~

1~x1~

1~x 1~

,

72

l' I I I I I I

~ ;.

I

I I I

.... -

All

..... r:i .. ---. 1!1"--·-~ : I, .. , : " h'~

'± :- A 13 I I I

.i' ••

Thickn .... Iuchea


~ 5.3 h 4.5 ~ 3.62 h 2.75 ~ 1.86

~ 6.0 n 5.3 ~ 4.70 /, 3.92 ~ 3.19 .(. 2.44 ~ 1.65

% 3.99 h 3.39 ~ 2.77 h 2. 12 ~ 1.44

.(. 3.88 ~ 3.35 h 2.86 ~ 2.34 1\ 1.80 ~ 1.23

ANGLES

EQUAL ANGLES-BAR MILL SIZES-Concluded

,. !t---------1r. ------------4 y

o o o o I I I

'~o ~ _ , I o

I o o I o

I I I o .1 __ L...o

I

~

A 14

r---------l~------_1 I • I

-~--I

I I I o

~.!.

1 I I o I I

.>1< ••

Section Index

A14

A 15

A 16

A 17

J (,/,:, Ys's' :

'~

A 16

Size. Inches

In- x I,'. In- x I n-In-x In-In- x In-

l }i x 1}i l }i x 1}i l }i x l }i l}i x l }i I}i x I }i

1 xl 1 xl 1 xl 1 xl 1 xl

~x ~ ~x ~

J

73

~-------1~---------+l I I ~

-f--I I

: o

: o ,

'~ , ! i i

A .. '1\

A 15

_LI,..I

I " , \(-- ---~- ----?I

O'l'-W:' I , I ,"" '" : .~-'~

:~ ,

i A 17 I

: -"'-

)

Thickness. Weight per Foot. Inches Pound.

n 1.71 -I. 1.44 Ys 1.17 -I. 0.87

-h 2.33 }i 1.92 -h 1.48 h 114 Ys 1.01

~ 1.49 1.16

Ys 0 .80 n 0.71

.100 0.65

n 0 .84 Ys 0.59

,;

(


UNEQUAL ANGLES- STRUCTURAL SIZES

~ __ ~. ____ _____ 6 '~----------+: I ' I -,,

I

i ~<~" I I I I I I I I

., I

I I I I I I I I I I

.L -'

Section Index

A 18

A 53

J

A 18

Sir.e, Inches

8 x 6 8 x 6 8x6 8x6 8x6 8 x 6 8 x 6 8 x 6 8x6 8x6

8x3~ 8x3~

8 x 3~

8 x 3~

8 x 3~ 8 x 3)4 8 x 3)4 8 x 3)4 8x3~ 8x3)4

74

tE ---- -3~~-----.,).j I ' I -r

I I 'l' i '::L-- '.e I ... I I I I I I I

~ r A 53 ., I I I I I I I I I I I I I I

-~- -'

ThickneSB, Weight per Foot, Inches Pounds

1 44 .2

it 41.7 % 39. 1

it 36.5

~ 33.8

H 31. 2 % 28 .5

n 25 .7

~ 23 .0

n 20 .2

1 35 .7 it 33.7 % 31.7

'* 29 .6

~ 27.5 H 25.3

% 23 .2 n 21. 0 )4 18.7 n 16.5

ANGLES

UNEQUAL ANGLES-STRUCTURAL SIZES- Continued

I~ ___ -- 3~ '.:-----.1 :t-- .. ----- 4'~------~ 1<------- 3~·~-----~: I ' I I I , , I

-r -.,..-- -.--I I I I IR, ~',;k I f ., y..' ,;k

, ~" y..' '-/: I I I

I I ;

I I I

I I I I I I

I I I I I I I I

I , ::.,! I '" A21 , ' A19 , A20

~ I I I ,

I I I I I , I , I I I

I I I I I I

I I I I I

I J. __ ~ _-le-I I I .x._ ....

Section Imlex Size, Thickness. Weight per Foot, Inches Inches Pounds

7x3Yz 1 32.3 7x3Yz ~ 30.5 7x3Yz 28 .7 7x3Yz it 26 .8 7x3Yz ~ 24 .9

A 19 7x3Yz it 23 .0 7x3Yz % 21. 0 7x3Yz .,. 19 . 1 7x3Yz Yz 17.0 7x3Yz n 15 .0 7x3Yz Ys 13.0

6<4 1 30.6 6x4 it 28.9 6x4 Yo 27 .2 6 x4 it 25.4 6x4 ~ 23 .6

A20 6 x4 ~ 21.8 6x4 20 .0 6 x4 .,. 18. 1 6x4 Yz 16.2 6x4 n 14.3 6x4 % 12.3 ,,; 6x 4 '.,. 10.3

6x3Yz 1 28 .9 6x 3Yz ~ 27 .3 6x3Yz 25.7 6x3Yz it 24 .0 6x3Yz ~ 22 . 4

A 21 6x3Yz H 20 .6 6x3Yz % 18.9 6x3Yz .,. 17 .1 6x3Yz Yz 15 .3 6x3Yz n 13 .5 6x3Yz Ys 11 .7 6x3Yz .,. 98


75


UNEQUAL ANGLES- STRUCTURAL SIZES-Continued

~--- - -- - - 4'~ - ------...; r------- 3}i/-----~ 1+- -----3 '~----...; 0 0 0 o ' 0

-.,.- 7 'r 'T-o 0 I

~, 31"'~ 0 , I " t/ '-1: I ~ "'rl' ~

1 I 1

1 I 1

I 0 I

0 I 1

0

" I

1 AZ2 A23 ,I

~J, .. on A24 , , 1 1 , 1 I

1 0 I 1 1 1 I I 1 1

I I l 1 I 0

1 0

.t._ .~- _""-

Section Index Size, Thickne88, Weight per Foot, Inches Inches Pounds

5<4 Ys 24 .2 5x4 H 22 .7 5x4 ~ 21.1 5x4 H 19 .5 5x4 % 17 .8

A22 5x4 h 16.2 5x4 ~ 14.5 5x4 n 12.8 5x4 % 11 .0 5x4 h 9.3

5x3~ Ys 22 .7 5x3~ H 21.3 5x3~ ~ 19 .8 5x3~ H 18 .3 5x3~ % 16.8

A23 5x3~ h 15 .2 5x3~ ~ 13.6 5x3~ n 12.0 5x3~ % 10.4 5x3~ h 8.7

5x3 H 19 .9 5x3 ~ 18.5 5x3 ~ 17.1 5x3 15.7

A24 5x3 h 14 .3 5x3 ~ 12.8 5x3 11 .3 5x3 % 98 5x3 h 8.2

76

AN G L E S

UNEQUAL ~NGL~S-STRUCTURAL SIZES- Continued 't------- 3 _____ 4 , t- - --- 3~'~----~ : I I

-f- -.,.--1

fF.,~t ~~~ ,

" 1 , '!1, '~ 1

, 1 1

I ,

'~ , ~ ~ A 26 i A 25 ,

I i I I I

, , 1 , 1 _L ... ,

_t _ ;..----- 3':.----~ ~-- l~-.-~ . . ,

-f- -~-r2 , \~"::~~

1 ;~'~ 1 I 1 1 ' 1 1 1 A27 1

, I ~~ .. , *A 44 1

, 1

! 1

i I 1

1 1 I I

J _ , -,\--

Section Index Size, Thickness, Weight per Foot, Ioches Inches Pouno.

4~ x3 H 18.5 4~ x3 ~ 17 3 4~x 3 H 160 4~ x3 % 147

A25 4~ x 3 n 133 4~ x 3 ~ 11.9 4~ x3 ir 10.6 4~ x3 % 9.1 4~ x3 n 7.7

4 x3~ H 18.5 4 x3~ ~ 17.3 4 x 3~ H 16.0 4 x 372 % 14.7

A 26 4 x3~ n 13 .3 4 x3~ ~ 11 .9 . 4 x3~ n 10.6 4 x3~ Yo 9.1 4 x3~ to 7.7

'4 x3~ ~ 6.3

4 x3 H 17.1 4 x3 ~ 16.0 4 x3 H 14.8 4 x3 Yo 13.6

A27 4 x3 n 12.4 4 x3 ~ 11 .1 4 x3 n 9.8 4 x3 % 8.5 4 x3 to 7.2 4 x3 ~ 5.8

'A 44 4 x1~ to 5.5 ' Furnished only by special arrangement,

77


UNEQUAL ANGLES-STRUCTURAL SIZES-Continued

-"'-I I I I I I I I ,

'~ I

I I I I I I

_'L

4--- -----·3~/------- --~ , , , I ~ •

A28

, , ';k

J

Section Index Size, Inchee

3~x3 3~x3 3~x3 3~x3 3~x3

A28 3~x3 3~x3 3~x3 3~x3 3~x 3

-t3~ x 3

3~x2~ 3~x2~ 3~x2~ 3~ x 2)1

A29 3~ x 2)1 3~x2~ 3~x2H 3~x2~ 3)1 x 2)1 t3~ x 2)1

-Furnished only by special arrangement. tBar mill Bi,ee.

78

it-- -- ---~~~ ---- --->I -t--_: .:

I I I I I I I 1

'j: ., 1 , I I I 1 I I

:L /

ff'.. >1. --

Thickn ... , Inchee

H ~ ti % n ~ -h % n ~ n ~ ti % n J1 -h % n 7< !.

A29


15 .8 14.7 13 .6 12.5 11.4 10.2 9. 1 7.9 6.6 5.4 4.0

13 .5 12.5 11.5 10.4 9.4 8 .3 7.2 6. 1 4 9 3 .8

ANGLES

UNEQUAL ANGLES-STRUCTURAL SIZES-Concluded

Section Index

A32

A33

tBar mill Biles.

-+-I

I I I

>1 "I 1 I

, I

-*--

w.---- --2J.i~----- .; : ' :

A32

Size, Inch ...

3 x2~ 3 x2~ 3 x2~ 3 x2~ 3 x2~ 3 x2~ 3 x2~

t3 x2~

3 x2 3 x2 3 x2 3 x2 3 x2 3 x2

t3 x2

79

-.,.--I

i I I I I > , '? I , I I I I 1

-><--

Thickness. Inrhoe

% .t. ~ r. % .,. ~ /r

/r ~ r. % .,. ~ /r

A33

Weight per Foot, Pounda

10.5 9.5 8.5 7.6 6.6 5.6 4.5 3.39

8.6 7.7 6.8 5.9 5.0 4.1 3.07

r


UNEQUAL ANGLES-BAR MILL SIZES

~--- ---q? .---~

T I f:' 3i .~ I I I

,~ A 37 , , I I

I , _L

,

~----- --l~'-----.,J -'t'-

I r' -:;::==::' =j' : 'Ji,~ , , ~ A38 : I I I I

-"'-

r-.. t7f'---4 r I If\~'-l:

~I ~ ... A 39 I I I

I I ol._

• " I ~- --- -1 ~------'1

.~ 4~

- - -- -1~T- --4 -~- )

, -I I

: '~

0;' , , , , L

Section Index

A37

A38

A39

"A52

"A 71

I~ ci

*A 52

Size, Inches

2 x 1)1 2 x 1)1 2 x 1)1 2 x 1)1 2 x 1)1

l~ xl )1 l~ x 1)1 l~ x 1)1

1~, 1~ l~ xl~ 1~ xl~

It! x 1¥.; 1t! x 1¥.;

2 x1%

"Furnished only by special arrangement_

80

I I I I I

~l I I I I I ,

_1:_

Thickness, Inches

% n ~ n Y8

~ n Y8 ~

~ ~ Y8

"A 71


3 .99 3 .39 2 .77 2 .12 1.44

2.55 1.96 1.33

2 .34 1.80 1.23

1.61 1.29

1.387

ANGLES

UNEQUAL ANGLES-BAR MILL SIZES-Concluded

Section Index

A35

A 48

A40

°A 72

A 42

-'1'I I I I

'± \" I I I I I I -,,-

~------2:'----~

A35

Size, Inches

2J.<J x 2 2J.<J x 2 2J.<J x 2 2J.<Jx 2 2J.<Jx 2

2J.<J x 1J.<J 2J.<Jx 1J.<J 2J.<J x IJ.<J

IV. x ~ IV. x ~

Ihx H 1 x % 1 x %


81

t I I I I

,~ 'i' I I I

: "'-

Thickness, Inches

J.<J V. -h ~ -h

-h ~ -h

n -h

-h 7i

A ~8

~--';-f .. __ ~' . I

i ~"~ , , . ' ..

: A ~2 I _i __


6.75 53 4.5 3.62 2.75

3.92 3 .19 2.44

1. 32 0.91

1. 08

0.92 O.~


SPECIAL ROUND BACK ANGLES

BAR MILL SIZES

~----------2~.:'----- ---~ , ~ I

-r-+",,, .J I % _---.-----, ! rR'h' ,~ I I I

, I

1J : *A68 I I I I I I

_:L L,;I

I " I "*------- -2-- - -----~ , .j. I

T+~_--_r_---' : : ~'" ,t I I,,~ -I: : ~

:+ I I I I I I

_L l.J

* A 70

Section Index Size, Inches

*A 68 2~x2~

*A 69 27\1 x 27\1

*A 70 2 x2 *A 63 ~x ~

*Furnished only by special arrangement.

82

~---- ----2~::-------~ -~-~r------------~~'----~I

I 1'1<, J : i f><,,, t I '. ,,~ '-i: : Ys I I

~~ I I I I

Thickness, Inches

* A 69

Weigh t per Foot, Pounds

5.59 4.09 3.06 3.15 2.40

.57

ANGLES

ORNAMENTAL ANGLES

I "I :*------ - -I!-2----- --~ I ' I

-;<-X-~- i I

I ':i: 1~~, --"'- j I, , '~ !,-!;;-- iI --I - "'-

::-,: I

:i:::%: ,.. I

: __ L I-~

: -1'--: '0{:

_-L,L :...-: Vs~~ k--

I I

* A 66

Rolled for United States Bedding Co,


"A 64 %:x %: 'A 65 IVa x Yo

'A 73 l~xl~

'A 66 1)12 x IV.

'A 67 x IV.

' Furnished only by special arrangement.

Thickness, I ncbes

Yo Yo h I. !. Yo h I. !. Yo I. Yo I.

83


_55 ,86 ,96

1. 06 1. 27 ,96

1. 07 1. 19 1.43 1.18 1.46 1.36 1. 70


SPECIAL ANGLES- BAR MILL SIZE

* A 61

-----------------~-

G1 i I I I

~------H '· : : ------- ---~----:::~::;;:j-::!

: : ; IIi

::! I: ;::I: I I

i : : ': I I I

A"'-------f------~:t-------+--1'.-[(l'~' , ,- I

. H I I..j: I

l-------Iti~-------~--~-~~i~~ ~ ~ ~-~:--------t~~ ~: ~;;:- ---J : I ,,' : • I ~- -- - -- -- --- -- ---2X( ------- - ------ ---~ I I

Rolled for Seng Co.

Section Index Size, Inches Thickness, Inches

'A 61 2~ xlV.


84


2.21

ANGLES

CAR BUILDING ANGLES- STRUCTURAL SIZES

-"'I I I I I I I I I I I

, I ., I I I-I I I I I I I

_0<_-

OBTUSE ANGLE

* A 59

- .~.


"A 59 6 x 371l

"A 54 6 x 371l

BA 124 5x 371l

BA 123 4x371l

ACUTE ANGLE

BULB ANGLES

~--- --- 3>'2'~ -~ - --~ .. I

B A 123

Thickness. Weight per Foot, Inches PoundJI

V. 11 .72

V. 11. 70

V. 13. 20

V. 11 .90

"Furnished only by 8pecial arrangement.

85


CAR BUILDING ANGLES- STRUCTURAL SIZE BULB ANGLE

I " t ~---- - -------------4j'i-----;------ --- - --~

-r--- t '-'- .. ~! : ! .,.. ~V ~

i «Ys.. ! t , ' , I

I I , :l 1 ;:; : i : --. ~' -<0--: BA 125

:-.p,' :

, I : 1 I I I I , '

! J ___ '~---;.:--t-. '

, ," __ .i_ t 1 ~ ",' .. ' . '/ J.( ~ I I I .~

-'L:r--r-- , -r ~ __ _____ oIJ~:~-- -- __ ~ I

Section Index Size, Inches ThicknC8B, Inches Weight per Foot, Pounds

BA 125 5x4~ 19.3

86

•

TEES

EQUAL TEES-STRUCTURAL SIZES

I II I (11---- ------4'~--------_JIoI r-------4--------~ , , , , • '_.x

'i-,,---,.::---::-i' --*'~

Section Index

T47

Tl

T2

I I I I I

'r . I , I I I ,

--~ -,

T 47

, , , I I

~ : r : I I I I I '11--- _ _ .

tE----- -- --4~'-- - - ---~ , , , I ' __ :r

)~ --.. , , , , , I

-' -t T 2 I , I

: : 't' _____ _

-~~~-

T 1

Size, Inches Thicknees, Inches

Flange Stem Flange Stem

4 4 % to H %toH

4 4 )ft,iton )ft,i to n

4 4 % to t. Yo to t.

87

'~ --~ ,


16.7

13 .5

10.5

Seetion I ndex

T3

T4

TB

T 9

ILLINOI S STEEL COMPAN Y

EQUAL TEES-8TRUCTURAL SIZES-Concluded

, , I ,

,~ .., ! , I I I 't __ __ _

-otl ~:..-

T 3

~-- - - ---3'!.-----'" : :,1 ,

" ':' I I I I t __ _

--~

T il

-,!J~-

Size. Inches

Flange Stem

3~ 3~

3~ 3~

3 3

3 3

88

<- --- -- 3~-----·- " , , , ! I •• ~

,± :' I I I I I

'11: _-----,!%I.-

"

,~ --t

T 4

r ~ · ----3------- ~ I

'-,,--=.--i-' -~ r ~1

: :r : I ,

-*------~-

T9

Thickn .... Inches Weight per

Flange Stem Foot. Pounds

~ to h ~ to IT 11 .7

Vo to n Vo to n 9 .2

Vo to n Vo ton 7.B

/rto Vo h to % 6.7

TEES

EQUAL TEES- BAR MILL SIZES

" <--- -------- 2~-----------... , I

~-----. -----2~--- ·------"': , ' ,

I I __ ~ I ' __ !it

'~ ------~ , , , , , ,

I

: : I

'~ " , I I I I I I I I t. ____ _

, , -.~ ~ :.-..

I

T 10 ':i; ! I I I

I t _____ _

0<-------- 2~-- ------.., I • I ' I r-~-----~------_r.--y

I I I I

~~ , I I I I

: I I '1. ____ _

'-/:

T 12

'-I: ;::~ *"--#- ------.. . Va I ' . ~ I

T 11

Section Size, Inches I Thickness, Inches Weight Per Index Flange Stem Flange Stem Foot, Pound.

TIO 2~ 2~ ~ to n ~ton 6.4

TIl 2~ 2~ h to ~ h to ~ 5.5

T 12 2~ 2~ h to ~ h to ~ 4.9

89


EQUAL TEES-BAR MILL SIZES-Continued_

~-------l~:...-----~ , , I I ' __ y

: I I

::~ 'i' I , , , : t ___ _

I til

-·U'<-

,~

--t

T 514

k------------l~~---------~ : : --~-

'-t: __ --...::t--"'-i "'7i' I

I I I I

':k 'i' I I I I I I I

i ;;: -'"------ I ,

-~ t\/~-

~ - -- -- ---l~'--- ----:to, I I

i--.~--~~ __ ~'-_i '::11

I I I I I

.: -+ I I I

: I t. ___ _

'------~

T 516

T 512

Section Size, Inches

Index Flange Stem

T 514 J~ 1~ T500 I~ I!4 T 512 IV. IV. T 526 1 1 T 516 1 1 T506 ~ ~

90

:E"-.------l~ -------+: t I ~_~

I -~ I I I I

::~ T T 500 I I I I I 't:. ___ _ _

-~~-I " I ~-------1--------~ I I I I I _r_

I I I

~ l i I I

: i I

~ 1.---.... -

1-

T526

.1.. ____ : .. :

--+:}i~--

~----~~-------~ : : --?

, I I

~* I I I I

~::11

T506

ThickneBB, Inches Weight

Flange Stem per Foot, Pounds

~ to ~ !~ to it 2. 9 h to h h to it 2.3 /.to/. h to n l.9

Ys Ys 0.83 Ys to Ys Ystol. 0.9 YstoYs Ystol. 0.6

TEES

EQUAL TEES-BAR MILL SIZES- Continued

" .{----------2}i--- - - ----, ~-------2~--------~ ! : ---!.

, I I I _.J.

'~ --. '-I: -- ... : I I I

I

: !*

I I I

:1

: T 13 T : T14 I

I I

! 't __ ____ _

-~U~-

I

: '1: ____ _

,r-- ------ 2~--- ----~ I I , I I __ t

I I I I I

:: ~ <:' I I I I I

i '1:._----

.~ --,. I

T 15

, ,

-h~'~-

Section Size, Inches Thickness, Inches Weight per Index Flange Stem Flange Stem Foot, Pounds

T 13 2}i 2}i }i to h }itoh 4.1

T14 2 2 h to Va h to Va 4. 4

T 15 2 2 }i to h }i to h 3. 6

91


EQUAL TEES- BAR MILL SIZES-Concluded

~------------l~~---------~ ! , '-~-

~------- ·l~~----- ----~ I

, ' __ i. I : :~ I ~ '-_--"'4----.+-,-----.L-T:-

I : :~ J'-t: '--!---....,k- -,;;,;'1''----... -f-

I ' k;:"'('F.., '" I • 'Yo" 1 h ~~"h' I

I , , , I

; I I I I I I , I I .'t _______ ___

--~ ~"~--

T 513

I I ,

" 9 I I I I I I I

-±---- ,....--~ /."~-

Rolled to approximately one degree of taper each side of stem.

r---------l~::-------_>j __ t

4=:, i~ _J":: I "--."t~ '-r

1 .:r:'1 I : \I 1-1- ~' l L" I

I 7S I

~* , : * T 20 I I I I I I

-L------ l--:---~ h' ~--

Section Size, Inches Thickness, Inches

Index Flange Stem Flange Stem

T 513 1}2 1Y. U U T510 1)4 1)4 h h

"T 20 1)4 1)4 htoT. htoT.


92

T 510


2.43

1.55

1.6

TEES

UNEQUAL TEES-STRUCTURAL SIZES

, I , ,

'~ ':' I T 52 , , , I .t-_. ____ _

.,1 if:.-

~---------4~---------~ I I 1

1 , ,

'~ , , i::. _____ _

"

, , , , , 1 , ,. I 1

I

--%' •.

L ___ _ , ,

-~ ,,,.-}i

TOO

T58

Section Size, Inches Index Flange Stem

T 52 4)1 3)1

T 55 4)1 2)1

T 56 4)1 2)1

T 57 4 5

T 58 4 5

T 61 4 3

93

..... ----- <),'~ " : Vs " Vs

,~

I" , , -*------ -,", -"*-

T55

t---------4~-------i I

~~----<r_----~-, '~

.----~ I ,

1 1 1 1 , ., ., , T 57 , 1 1 1 1 , I io ____ _

I ,

-~~~--

::! 'I' : T 61 1 1 1 <k.. ______ "

- ~ .. -.

Thickness, Inches Weight Per

Flange Stem Foot, Pounds

'" to n- H to Ys 15.7

.... toVS fo to Vs 7.8

Vs to -h Vs to -h 9 .2

)1 to n )1tofo 15,3

~~ to TT, Vs to '" 11.9

% to,r. % to-h 9.2


UNEQUAL TEES- STRUCTURAL SIZES- Concluded

~--. ----3~-------": I

, "* ~------3~-- ----~ _~

, : , :

::~ I , , , , , , '<-----

"'1 -~Ys'cr--

T67

,(---- - --3'..: -- ---~

"~

, , ' '!i:

, , '1<._--

-~;~~-

'" ,

T 79

1'(- ------3~-----~ • ' . .Y

I I I I

'~ , , , I

~----. -~v.:.

'~ --. , Tn

: ~+ , , ,

I I "t. ___ _

-..%:'-

Section Size, Inches Thickness, Inches Index Flange Stem Flange Stem

T67 3~ 4 ~8 to ~ YotnI'. T 70 3~ 3 YotnI'. Yo to I'. T 77 3 3~ Yo to I'. .Yo to I'. T 79 3 2~ h to V. h to V. T 83 2~ 3 h to V. h to V.

94

T70

::;;;~ -~

Weight Per Foot, Pound.

9.8

8.5

8.5

6.1

6.1

Section Index

T87

·T 111

·T 115

TEES

SPECIAL UNEQUAL TEES- BAR MILL SIZES

, , , t ____ .......

J~~-

,ci- - - - --- -- - - ----4h:--- - - - --------~ ~ - - - - - 1}{- -----¥---------2r;~--------~ I I I I

~--------2~------~~-~ __ i. --+i ~-h' .... l ~, 1'''' : t--k --";1:- --,f:" -

,~ t," 'd:: 'I I : * T 115 , ,

_i ___ --- t-;" -- ''114:<---

Size, Inches Thickne8B. Inches

Flange Stem Flange Stem

4/.

1~

Iti

2~ x 1M x 14

Wcight Pcr Foot. Pounds

3.1

4.8

4.44

·Furnished only hy special arrangement.

95

•


SPECIAL UNEQUAL TEES-BAR MILL SIZES-Continued

Section Index

·T 116 ·T 117

k------------l~-----------...; I ., I

: --7oj~~-- : I

C ': ~ j~-'~~r;': -1-

"

, , : ~ *T 117 ,

I I , I , , :

I , ______ .t.

-- ~;;~--

Rolled for Bendix Brake Co.

~: _____ .:l:_

--+i h ~--, . Rolled for Anthony Co.

Size. Inches Thickn .... Inches

Flange Stem

2 lJi

Flange

"'to% i<

Stem

,or to % VOto ....

·Furnished only by special arrangement.

96


3 .84 .993

TEES

SPECIAL UNEQUAL TEES- BAR MILL SIZES-(Concluded)

~-------H~----4l I I

I ~:,{:-~-;r f- "r-r I

: "'~" : : r r I 1""2" , I I I I I I

I :: : I I .:: I ::: r

i *T113i ~ ~ I I I I I I I I I I I I I I

: I, ~ ----::--r----t--~ .. t<---H·-~ YOi*--H--"1

Rolled for Federal Steel Sash Co.

Section Index Size, Inches Weight per Foot, Pounds

°T 113 1~ x H x YO .8105

'T 114 l~xlHxyo .986


97

ILLINOI S STEEL COMPANY

ZEES- STRUCTURAL SIZES

(

.~

-i ---~-----" .. -----OJ I I

: ~·'h' : : II l : .----- 2~-----~ I I I

~~ I I I I I I

:~:

Z3

,. . I I" I J(------ -3~ -- -- --~

-"'--- --.-------'''---.] I

! 'h" : i - -----3}i·~----~ , I I I . ' ..,

Z 1

~-----~- 3Yi'-------~

Section Size. Inches Index Flange Wcb

3% 6}i Z3 31r 6h

3J.i 6

3% 6}i Z2 31r 6h

3J.i 6

3% 6}i Zl 31r 6h

3J.i 6

3% 5}i Z6 3h 5h

3~ 5

QS

. '~

(

--f--I I I I I I 1 I I

: ~! , ,

I I I I I

: Ii

:h"

: I I, I !+-------- 3J.i -------¥,

J I

'/," : " I

--- -- 211- - ---~

Z2

-h'

-----.=?~ -+---- .,--I I

~ ,

r

I I I I I I I

:::~ I I I I --

!t'r':

: I i, : !".------3~ -.-- ---<I

Thickness, Flange Inches

3% % 31r it 3J.i ~~

3% H 31r % 3J.i ,\

3% ~ 31r Ir 3J.i %

3% it 31r li 3~ H

I I I

-- --- 2f1'~---~

Z 6


34.6 32.0 29.4

28.1 25.4 22. 8

, 21.1 18. 4 15. 7

28 . .4 26.0' 23.7

ZEES

ZEES-STRUCTURAL SIZES-Continued

-r---r------"--.)

! 'h' 1

! -----2~:----~ , i '" Z5

" -~

(

T--.----'----.J I •

I '// 1

I 1<------2n':---.l.· , . . i _ Z9

<'f ! h~ ( I I " : 1'----- an -----1

-f----r:===~ I I I I I I I

:! '"

~-----'-- 37t------~

(

-f---I I : I I :.,:. I I I -I . " : h-,

'h' , ------2H'~----

Z4

J . 'f," !

" I ----- 2% ----+I

ZS -ii'

I' . r------a,..;'------..j

Section Size. Inches Thickn .... Weight per Foot, Index Flange Web Flange Inches Pounds

3% 5Ys 3% % 22.6 Z5 3/r 5n 3n /r 20.2 ..

3)4 5 3~ ~ 17.9

3% 5Ys 3% r. 16.4 Z4 3/r 5n 3n % 14.0

3~ 5 37.( /r 11.6

3/r 4Ys 3n ~~ 2$.0 Z9 3Ys 4n 3Ys tt 20.9

3n 4 3n % 18.9

3fi 4Ys 3h If 18.0 Z8 3Ys 4n 3Ys ~ 15.9

3n 4 3n r. 13.8

99


ZEES-STRUCTURAL SIZES-Concluded

, ~ -r---- '~ ,

~' ; , , "1----

~ : , I

------2~(----..; ,

i I \\': : , " <' . --- 2t:~---~ ... Z7 .., ,

" <:t: ih:' -~ , - -!! Z 12 , .~

, -h" r :

I ' " I

~ ____ I- 3n"- -----~ !t------ 2U -----~

'~ '~ r--- -"'----, I 'h'

, , -'h' : ,

j , ,

I , ! , ,

+---;,- 2t\"---~ ------ 2~'----..; <, .' .., i - -}( , - ~y. !~! h: Z11 .~ 1 h: Z 10

~----!-2H ':··-~ ~----~ 2*"-----~

Section Size, Inches Thickness, Weight per Foot, Index Flange Web Flange Inches Pounds

3h- 4Ys 3h- Y. 12 .5

Z7 3Ys 4h 3Ys h- 10.3

3h 4 3ir U 8.2

2~ 3ir 2~ h- 14.3 Z 12

2U 3 2» Yo 12.6

2~ 3ir 2~ r.- 11.5 Zll

2ft 3 2ft Y. 9.8

2~ 3ir ZlO

2~ h- 8.5

2ft 3 2ft U 6.7

100

ZEES

CAR BUILDING ZEES-STRUCTURAL SIZES

0;f:----I I I I I I I I -, h~

'~ I I I I I I

~-----2~~----~ : I :

* Z 20 If. 0-

*z 18

I 'I I '"'----·l·---~I I I I_L , '

~--.:.---2~-----~ Rolled for Pullman Car &. Mfg. Corp.

-r----- '~

- % -

: I" I 1<------- - -3~- - - -----~ I •

Rolled for De Remer Blatchford Co.

1

I 1 1 1 I 1 1 I 1 I

'I

'" 1

_L :~ :

I I I I I I 1 1 1 1

T~~~=~~~=..:. ___ -.!.-----2~'-------- -_..: I' I

~ ----- ---------- -+"---------- ----+I , , Rolled for Camel Coo

-T I

- * Z 25

Section SIZE, INCHES

Thickness, Weight per Foot, Index Flange Web Flange Inches Pounds

·Z 18 3~ 6 3~ % 16.67

·Z 20 2~ 4% 2 /. 5 .60

·Z 25 4 5 1 ~ 8.078


101


CAR BUILDING ZEES- BAR MILL SIZES

-T-----I I I I I

';k i/-. T ..L~

~ d\

1 ".

~----l~--I--':

)j. -- fi.J

'~~ '-b ~-

* ;Z 19

't h" ~-- ---2H':'---~

Section Index

'Z 17

'Z 19

'Z 22

l I ., : ~-------2}i----- -~

Rolled for Camel Co.

.,..----- -i I I I

~~ ,. ' -1:, I

t II I r-- -- ---l~--t- ~,-~

1j.;.--__ --;;:-~nJ -~ --

* Z 22

: ~-~ r..rrn~-.j."-' ---"Ij.--

~---I---l~~- ____ ~ I I

SIZE, INCHES Thickness, Flange Web Flange Inch ..

2 3 2H ~

1~ 1~ 2~ n 1~ 1~ 1~ h

"Furnished only by speeial arrangement

102


6.26

3.49

3. 16

STRUCTURAL SHAPES

CAR BUILDING SIDE PLATES

-.;-------------- -+--

I : . ::~ I ~~

I I

'± i

~--- - -- --4"- - - ---I

* S 245

: : -t- l-::::::::::;::::::::::-.J. -----===~i~;.::~ 1~" I I I

'-1:T I

I I I I I

-------4!! - ----

+-l--:====~==:::'.-J..----- -===if,i--J 1~ I I I

'-i: .. Cj?- .. ~ I I I

_·L' ),{

Section Index

·S 244

·S 245

Rolled for Union Metal Products Co.

Size, Inches

3h x 4 x 4Ys x 2)1 x H

3.\ x 4 x4Ys x 2)1 x Ji

·Furnished only by special arr.ngemen t.

103


10.8

10 .8


TRACK SHOES

* S 207

I I I

r;' -, I I -~ I I I I I I I # C'l I

'6> ~ I I I I I

~ --~~~-'2fi' ---*"-- --2r:-'--- -.,k.----2:'- -- *-1~~4----1H::--~ I ' I I (,i I

t+--- --- - - -------- -----9/0':.. ----------- -- -- - ------..:



·S '2JJ7 9hx3~x H 26.52

·S236 9 x2~x/o 21.42

·Furnished only by special arrangement_

104

Section Index

"S 212

"S 213

"S 250

TRACTOR SECTIONS

TRACK SHOES-Continued

---------.1'" I , I , I

* S 212

~

, , , , I ,t I I ,

I I ,

* S 213

, = ,


Size, Inches

6/&x2HxH

6%x2hxH

7Vsx2hxt'.


105


9.316

11.084

14.69


TRACK SHOES-Concluded

Rolled for Allis Chalmers Mfg. Co.

Section Size, Inches Weight

Per Foot, Index A B

I: Pounds

'S 222 7U 2)1 15.91

'S 223 10H 3% % Zl.20

'S 224 9H 2:11 n 21.23


106

SPADE LUGS

I I I I I I

I I I I I I I I I

--G;----¥---r -G-I I I I I I I , I I

_~==z __ t.---L---t. __ -~~1-_ ',0 L_------ I ' I T----__ J

~--- ------ -----l:~-~~====~-----~~~~~1-i--- -------J , I,

Section B C Weight

Index A D E F G H J K L M per Foot, Pounds

-------- - -------- - - - - - ----

oS 216 5 6% h 2~ 2~ 2% It. ~ h 74 H 25 17.00

OS 215 4 5V. h 2~ IV. 1Vs 11. ~ h 74 H 25 13 .87

OS 217 3~ 4V. 74 IV. IV. lit In ~ ~ 74 % 19 10.20

°Furn18hed only by speCial arrangement.

107


CONCRETE REINFORCEMENT BARS

COLD TWISTED SQUARE BARS

Size, Area, Weight per Foot, I nches Square Inches Pounds

1~ 1.56 5.31

IV. 1.27 4.30

1 1. 00 3.40

H 0.79 2.70

it 0.61 2. 08

tt 0.45 1.53

* 0.32 1. 08

)1 0.25 0.85

r. 0.19 0.65

it 0. 11 0.37

Sizes other than those listed above should be submItted for special cOlll!ideration. Cold twisted bars will conform to manufacturers stsndard specifications unless otherwiae specified.

108


DEFORMED BARS

ILLINOIS CORRUGATED ROUND BAR

ILLINOIS CORRUGATED SQUARE BAR

Illinois Corrugated Round Bar Illinois Corrugated &!uare Bar

Section Size Wei~~~~ Foot, Section Size, Weight per Foot, Index Inches Index Inches Pounds

1 2.s! 1~ 5 .31

~ 2.04 1Va 4.30

~ 1.50 1 3 .40 ·S 166 ·S 1S!

% 1.04 J1 0 .85

J1 O.S! ..... . .....

% 0.38 . .....


109


DEFORMED BARS-Continued

HAVEMEYER ROUND BAR *S 14

-~

HAVEMEYER SQUARE BAR *S 15

Rolled for Concrete Steel Co.

Havemeyer Round Bar Ha vemeyer Square Bar

Section Size, Weight per Foot. Section Size, Weight per Foot, Index Inches Pounds Index Inches Pounds

1 2.ST 1)4 5.31

Yo 2.04 ·S 15

1% 4.30

·S 14 ~ 1.50 1 3.40

% 1.04 Ys 0.85

Yo O.ST ... ....

% 0.38 ... . ...

·Furnished only by speeial arrangement.

110

Section Index

·S 162


DEFORMED BARS-Concluded

RIB ROUND BAR

*S 162

RIB SQUARE BAR

*S 132

Rolled for Truscon Steel Co.

RIB ROUND BAR - RIB SQUARE BAR

Size, Weight per Foot, Section Size, Weight per Foot, Inches Pound. Index Inches Pounds

1 2.67 1~ 5. 31

~ 2.04 1~ 4.30

~i 1.50 ·S 132

1 3.40

% 1.04 J1 0.85

~ 0. 67 .... . ... Va 0.38 .... . ...


111


Section Index

'S 160

'S 163

SASH SECTIONS

'S 160

l.---------lH~------ -~ ~- -H~·-~- ---%~'- ----->l : --.J k._4o : I q I I r--r I I I :-1 1::: I :';;: : ~ I I I I I

I :L-....:L-----i-_t. ------:r--..... --;o-

, I , , , ;i>: , I I I I ____________ :1:-

*'~ ~-.

• S 163

y;~"": ~-~ I ,

---,'------- .. -.-~~ o~ :J: !

II I I I

_-r.- -__ -=-_-,-=-=-=-~:-~. : .. ' , :l.

-H-~ : ~ -' , ~~ : , , , , , , , , , ,

___ __ ______ t_t_ , ~--

Rolled for Detroit Steel Products Co.

Size, Inches

litx %xb;and%

1Hx %xYs


112


1.15

0 .88

AUTOMOBILE SECTIONS

AUTOMOBILE RIM SECTIONS

* AU 8

~--~------------------:-------4 :Va~--------------------:--------~ I ~ g: " ~ : ! ":! :- --~:~ ~ .50 T- i

f--1 : '1 ~' i: : rr-~ I I : ~ .~ ~ \h' I I : I ! I _:t ______ :. ____ ' I . I I

: k.-:31~:.~----------1.3~·-----------~ I I I I I I I " I " I tE"---- -- ------------2.690 ------- - ---------~ _________ 1.235· --------~

Rolled for Kalsey H ayes Whoel Corp.


·AU 6 4Ys x Ys 1.86

·AU 8 4Ys x . 123 1.74

· Furlllllhed only by speelal arrangement.

113


AUTOMOBILE DOOR HINGE SECTIONS

'" S 201 ~-~.: kn~:

~' :i '~," ~~?,,~ ---;0:-I " \ - :- : : .r --~ * 5"* :1: _T ____ ~ ~~ ____ ~_ ~ _______________ --t-6~ ------- -----------~ , I

I I , ' . " . , ~----- ----------------6-- -----------------~

Rolled for Atwood Vacuum Mach ine Co.

Section Index

·S 201

·S 202

·Furnished by special arrangement.

Size, Inches

See Sketch

See Sketch

114


7.344

12.002

-j} ""

AUTOMOBILE SECTIONS

AUTOMOBILE DOOR HINGE SECTIONS-Continued

*8204

~-li'~ ~ g I I ~ "i ....

ctj' : '1' 'i' '-~r---';~" --, ----'\'- : ~, >S-:. %" I I 1 ~ 0 . ~":?s

~---------- ----- ... -------8~~-'--------------- - - - -.:~ , '

·8203

Rolled for Atwood Vacuum Machine Co.

Section Index Size, Inches Weight per Foot,

Pounde

'S 204 Sec Sketch 8.228

'S 203 See Sketch 9.928

'Furrushed only by speCIal arrangement.

115


AUTOMOBILE DOOR HINGE SECTIONS- Concluded

~~.l * 8246 ~ "I _~:,~ t :4-~~'~ n;- ,,~., ~ :;: 11",-1:

@'l ~ ~ , ~" --,J::r ~~ , .L--~1-;- .r~ ~~ : ~.'. ,T

I 1" f I --~-=-'!-:-+- --------- - -------7VS---- --- - -- - ------~

, *s 247 1ot--~2? .. O

I '!II..,' , 0 ,

r'27-1)' I , , ' , '

, (q

"

, ' I " I ~-- --------- ----- ---~-7n--- -- ---- --- - ---~ , ,

Rolled for Atwood Vacuum Machine Co.


Pounds

"S 246 7Ys x tt x .25 8.04

OS 247 7f. x 1% x .25 12 .82

"FurnIshed only by speCIal arrangement.

116

AUTOMOBILE SECTIONS

AUTOMOBILE CLAMP SECTION

·5-228

1~~{ 2) , I

~------- - - - - -- --- ----2!:-------------- ------>1 I I

Section Index Size, I nches Weight per Foot.

Pounds

2xn 1.436

· Furnished only by special arrangement.

117


FRICTION SPRING SECTIONS

*S 174

-1.- ---·7'''-~---·;,·r--- ----r <,? o .$',' 'OL I

'":'" 0 I ' - -84--- i

I I

'6 :!: of I , ,

1.(:- ' 1 o 11 ° I

fbO : :

.,:.7:' : : I ----t--~-I " I ~--- - - - - -1.150----- -- --~

*S 176 \

----t~-----1-

, I I I I ' ;/

/' / '

.002" CONVEX. k----- .... - -1 . 080~/------~ *S 175

, I I

" o

f. I

-- - - ~--o-M-----l:.-~ I

I .. # .a~.?, .. I ,I o. /~.

, I

, I '~

.. , , : 1/ ~ ' '':'' ~o

... .1' _:r ____ """" ____ ::t:._ "

.002" CONVEX~' ~-------1.04O':/------J .002" CONVEX. , '

Rolled for Detroit Steel Prod ucts Co.

Section Index Size, Incbes Weight per Foot, Pounds

·S 174

·S 176

·S 175

As shown above

Aa shown above

As shown above

·Furnished only by speCIal arrangement.

118

3.67

2.05

1.77

AUTOMOBILE SECTIONS

AUTOMOBILE BUMPER SECTIONS

• S 198

--------------------- ~-'-:f:-

'~ ~--*-

'* '~ ~--_t----'.~-~-I I I I

k---If::-~ ~.-*--~ I .. ' I ~-------------------------2------------------------~

• S 199

-, -------------------,-;-~-

-:l; : h{-

7 '* , ~-__+--.ll.--~-I ": I ": r--u--~ " ~--M--1 ~---------------------l~ ----------~--- ---~ , . ,

• S 214

_--r-~-=_-=---- ----------------"'-:~

I '

-------.:t-i-~ I ~ , ,

: ,,1 ---'-I --"Jr--~-!~--~--"! !'f-~-->J

~---------------------------2Y.( ::----------~------------- ~

Rolled for Wolverine Bumper 4. Specialty Co.

Section Index Size, Inches Wei~;:nd.F()()t,

'S 198 2 x ~{ 1.70 2xh 1.258

'S 199 l~xY.( 1.462

OS 214 2Ji x Ji 1.972 2Jixh 1.462


119

'(


AUTOMOBILE BUMPER SECTIONS-Continued

• S 238

----~--~-~--------------------~-

~ " ;-. '* , , , ~ _____ 'Lt_

h~-- '01: I "1 I ,,1----+-

~~-~ " ~*1 I ~--------------------3~--------------------~

• S 239

----~---~-~--------~------ --- ~t-

'* , , , --~__r--~--~-

h'-- '-I: ---..,..:.:..-~,-----.f,-

.. : : "I I

If-~-~ ~-~-~ , k--------------------- 4~------------ -- ------~ I I

Rolled for Wolverine Bumper &. Specialty Co.

Section Index Sile, Inch .. Weight per Foot,

Pounds

·S 238 3~xh 2.49

·S 239 4 xh 2. 65

·Furnished only by special arrangement,

120

AUTOMOBILE SECTIONS

AUTOMOBILE BUMPER SECTIONS-Concluded

.f'S 242

r-------------------3~:----------------~ I I

~ ~ri-~ 1 '1:'

Section Index

·S 225

*8235

*8 242

Size, Inches

l~x~

l%x -t. 3~xh


121

I


l.299

l.428

2.26

ILLINOJS STEEL COMPANY

SQUARES

Size ~' to tt', inclusive, advancing by 32ds.

Size Yo' to 2Vs', inclusive, advancing by 16ths.

Size 2~' to 3~', inclusive, advancing by 4ths.

Size ii', ii', ii', ii', H', U', 1fo', 1", 1H', 1H', 1ft', 1ft', 2%', 2%: 4'

Size various decimals from .314 to 1 .378

Sizes up to and including %' can be furnished in coils.

For table of weights, see pages 258 and 259.

ROUND CORNERED SQUARES

0 _"'-: SIZE

-"'-Size U·, Ys •. Size 1 ~' to 3%', inclusive, advancing by 8ths.

Size 1 it', 2h', 2H', 3h', 4', 4%'.

2~' Gothic round cornered square.

Weights approximately same as squares of corresponding sizes. For table of weights, see pages 258 and 259.

SPECIAL ROUND CORNERED SQUARE


122

Weight per f oot pounds

2.176

ROUNDS AND HEXAGONS

ROUNDS

0_-'1'"

__ l~'AMETER

Size H' to 1 Yo', inclusive, advancing by 64ths.

Size 1 H' to 57,(', inclusive, advancing by 16ths.

Size 5Yo' to 6Ys', inclusive, advancing by 8ths.

Size Ht', 1ft', 2M', 2M', 51.', 6n'.

Size various decimals from .304 to 2.362.

Sizes up to 11.', inclusive, can be furnished in coils.

For table of weights, see pages 258 and 259.

Sizes not within this range may be submitted for consideration.

HEXAGONS

Size I.' to it', inclusive, advancing by 32ds.

Size H' to 3n', inclusive, advancing by 16ths.

Size H', it', it, 1 .418.

Sizes up to %', inclusive, can be furnished in coils.

For table of weights, see page 261.

SPECIAL HEXAGON-ROUND CORNERS

"8-219

G--·r !4'<' ~

I ___ i_

Weight per foot pound. 14.11

"Furnillbed only by special arrangement.

123

Width, Inches


OVALS

c=> Thickness, Inches and Weight Per Foot

I. % it n ~ %

1 Ys ~ % I.

0 .635 0 .770 . '''0:874 1.029 1.188 "' "L35S' " 0 .909 1.ai4 0 .550 0 . 668 0 .792 0.921 0 .464 0 .568 0 . 677 0 .422 0 .519 ... .. ..........

SIZ"" not Included in above may be 8ubillitted for consIderatIOn.

*S20~

C/ .1" M

*S2~O 'J -n '"

*S~

~ *S~

~

...... ......

Section Index Size, Inch"" Pounds

·S 208 %xn .510 ·S209 ~xn .585 ·S 210 ~x% .720 ·S 211 Ysxn . 920

HALF OVALS

~ Width, Thickness, Inches and Weight Per Foot

__ In_ch_"" __ l_----'n"-___ T. __ ~ n I. Yo 2.163 2~

2 1~ 1~ 17i 178 1

Ys

1.793 1.444 1.271 1.099 0 .928

""Lsii/'" "' i:337" ... .... ... .

~ 0.455 0 . 396

.... .. ;,,: ..... .

SIZ"" not !Dcluded in above may be 8ubmitted for consideration.

*S 257

~------.t-

___ l:._

• I ": I -,f\-I I :<:---Ys---~ I I: I : ~----~~---~ :.;: I I " I I ~--- - -- -l-------~ I I

Wt. Per Foot .578 Rolled for Superior Metal Products

·Furnished by special arrangement.

124

;~--~' ..;t _'t. _x_ , _"'_

~ ___ -4~I ___ +! ::..t:

Weight Per Foot, 10.27 Pounds Rolled for Paper Calmenson &. Co.

FLAT ROLLED STEEL

SQUARE EDGE FLATS r , ~ ~-WIDTH-- ~

r-----t-i.THICKNEss L-.J._:r.

~' to 2' wide x )4' to 1 J4' thick. 2h ' to 6h' wide x ]4' to 2 ~' thick. 6)4' x )4', 3~' x 2%',5)4' x 2J4'

Sizes not within this range may be submitted for consideration. For tables of weights, see pages 217 to 249, inclusive.

NUT STEEL FLATS

Ott' x';" to l h' x J4' 1:h' x H' to 3 ' x 2h'

'Can be furnished in oscillating coils. For tables of weights, see pages 217 to 249, inclusive.

ROUND CORNERED FLATS

k--- --- ~2:'-- ---~ , ,

c:::J' -h' to -h~' t'J T

__ :I:. Weight per foot 6.788

~-----lH~----~ *S 240 ' '

t if' to ~Jf: ' F urnished only by special arrangement.

Weight per foot

1.21

ROUND EDGE SPRING STEEL

~--WIOTH--~ I

i 1--iTH ICKNESS ··r

From~' to 6', inclusive, in width. From:h ' to I', inclusive, in thickness.


ROUND EDGE CONCAVE OR VEHICLE SPRING STEEL , , I<-- - - WIDTH·---->f I '

C j~TrHlcKNESS 1)4' x )4' to #3 4' x )4' to %' 1 ~' to 2~' x #7 to % ' 4~' to 5' x %' to ~' 3' x 12 to %' 5~' x %' 3~' x %' to ~' 6' x )4' to ~'

Sizes not within this range may be submitted for consideration. Weights of C. R. E. O. A. flats approximate those of round edge flats.

125

.. ILLINOIS STEEL COMPANY

ROUND EDGE FLATS, INCLUDING ROUND EDGE TIRE I , tE--OVERAll MEASURE-~

I tt- - FACE MEASURE-";: t j-~-' __ 1~H'CKNE88

We can furnish Round Edge Flats to either face or overall measure. From Mit' to 6', i nclusive, in width. From fI" to I ", inclusive, in thickness.


SPECIAL ROUND EDGE OVERALL FLATS

S 230 ( it2~1 I ,

k-- -- - --1 )4~: - - -- -~ , Weight Per Foot 2.266

-~ 1+-... -" *:~ ~-" ki-.\\-" --\\-,rt':'J.'~-: - II - r- i .. k--------7}ii --------~: , Weight per. Ft. 17.54 '

<Furnished only by special arrangement.

BAND EDGE FLATS , , ~------WIDTH·-----~

. i i - J:,.HICKNES8 -r 7!!" to 2" x .062" to ;,." 10" to 16" x .058" to 7!!' 2' to 4' x .062' to Vs' 10' to 20' x .065' to 7!!' 4' to 6' x .062' to %' 10" to 24' x .062' to )1 ' 6' to 10' x .062" to I' 10' to 27' x .090' to )1'

10" to 14' x .049' to 7!!' 10' to 27~' x .187' to )1' Above can be furn ished in ribbon coils or straight lengths. Coils and straight lengths can be furnished pickled and oiled or limed. Straight lengths can be normalized. Gauge limitations apply to carbon steel .25% and under. Higher carbon should be taken up before placing orders. Sizes not within this range may be submitted for consideration. For tables of weights, see pages 205 to 216 inclusive.

BEVEL EDGE FLATS , , K- -SEVEl EDGE FlATS--~ , I

k S 2%' x .102' 3~' x .158'

x .106' 4}ii' x .124' x .143' x .130'

2ft' x .148" x .174' 3~'x .106" 4f1'x .130'

x .ll0' 5h" x .136' x .150' 7 ft' x .150'

The above sizes can be beveled 10 to 15 degree. Sizes not listed should be submitted for consideration. See pages 253 to 256, inclusive for approximate weights.

126

9~' x .194' x .197'

9% ' x .197' 11 ~' x .203'

x .210' 14%' x .231 "

BEVEL SECTIONS

BEVEL EDGE FLATS

*$ 20

jf---------------------- 6 ~-------------- --------01 I "1 " ." I 1<----1---....... --------------- 4 ---------------*----1---+1 , I I I

V' 'f ~:! * 821

If.----------------- 2~-----------------<I r", " '1

-~ ... ~----------- - --- - 2tr -------------------->iIsj<--

V 1 ~

Section Index

os 20

OS 21

·S 107

·S 182

*8107

~----------13i-----------N " l ~ ..

f---------l~----------- ..... ~

V '1 \

Width, Inches

Thickness, Inches

6 % 6 ~ 6 tr 6 ~ 6 -h 2% -h 1~ -h 1~ U


127


11.4 8.8 7.8 6.7 5.6

1.6

0.9

1.3


BEVEL EDGE FLATS-Concluded

~---~--,--- ----- - - ----': ------- -- - ---~ z_m_mnr-m-__ m=:!: I

I " I ~-----------------g~----------------~ I :

'~120;.c;:.. ...~\20C ~_

V \!~f:r ~ ________________________________________ -L_~_~_

I

Rolled for Clark Equipment Co.

~-- - ----- ---- -------9Ji~--------- ------------~ , , , ~ .1of.--150TO 20° 1S0TO ?Jfl.-~, '-f ••

V n ~I. -r .h

Rolled for Clark Equipment Co.

Section Index Width, Inches Thickness, Inches Wei~;.1:Js Foot,

6 ~~ 8.7 ·S 190 6 ~ 6.6

6 -h 5.5

·S 191 6 % 10.4

OS 259 9~ -h 9.87

·S 243 9Ys .368 12.2

·Furmshed only by special arrangement.

128

MOULD BOARD REINFORCEMENT

* 5249

SINGLE BEVEL EDGE FLAT .. I ,,1 *5248 '-I:: ~--l---~ _Lk=::' r~~--~- , I -"'-, ~------------4------------~ , ,

Weight per foot-3,88Jbs.

* 5 251 ~---l::-~

;*Ph' ~l ... '1:._ I I -t-

~_ ----------- -----------8--------------------- -----"" , , Weight per foot-12.9Jbs. '-


-Furnished only by special arrangement.

129


SPECIAL CENTERING RIN GS FOR PIPE

• S 220

k------- ----1~~--------~-- -- ------1J,.i!!--------...: ! ~-- -----~:-----~ :

:: I :" :"1 ,,: : 1= I ~--.~--~-*-+1 , : =~=t::::=:======:=-}~-~---------------~,;-t-,~ K't< "~ )~~-*

I I ')',. I I ""\' I -~-i- - ~_:t_~_

~--- - --- ---------------3!.~---- ---- ---- - -------~

• S 234

~-- ~'- -*- - - - ---1:~---- -~--~~~-~ : ~- tf~.w- b'·>k-·H~'-~ I:: ~ I I I I f, I I ~ I

: '~--n"t------"1-Lj'--~-I : _____ ~; -=:..::..::..:.;--------r--'t.-h.-:

~,?~" '< J-Y:* , - - i - 'f-.:r--'t-I I, I

~--------------~-- -- ---------~ , ,

Section Index

·S 220

·S234

Rolled for A. O. Smith Corporation

Size. Inches

3xXto %

2x-h;


130


2.618

1.37

AGRICULTURAL SECTIONS

CYLINDER LAG

S 103

------------------------~-

t '\i • I

~----- -------1~:------------~

* S 29

~'" __ ~ ~ .5° ..

q ~-------------l~:--------- --.l~-~ t -Li ~.-~---1'-- i-;' fr __ . .t-_

Cf' : " : ~ --. ,); ~:+--

Rolled for 1 nternational Harvester Co,

Section Index Size, Thickness. Weight per Foot, Inches Inehes Pound.

8103 1~ % 3.51

0830 2~ No. 12 B. W, G, 0.83 2~ No. 14 B. W, G, 0.64

0829 1% No. 12 B. W. G. 0.65 1% No, 14 B. W. C. 0.50

·Furrushed only by spec •• l.rrangement.

131


CAR BUILDING SECTIONS

KEY SECTIONS

* S 164 c ~--~ I --------------~---t--:L k------------------6~-----------------~ I •

'S181

"

I I I I , ~ I

I i , , . ~-----------------5~~-------------~

S 7

~ ~:d i ~-------- - -------5~'--- --- - - - - ____ ~ . _Slm .

C $2'1 , . ~---------------3~~--------------~

Rolled for American Steel Foundries Co.

Section Index Width. Thickness. Weight per Foot. Inches Inches Pounds

'8164 6 17!i 29 .0

'8181 5 2 31.1

S 7 5 1% 18.2

·S 170 37!i Itt 13.6


132


KEY SECTION

*s 195

-f-- --: ''+'1 ~~' I I I

:~ I I I

: " I I ) \. I I

-y-~- - I

~-- - -- --- - ---- - -- -5~------ - - - - - - ----->! I ,

Rolled for American Steel Foundries Co.

BELT RAIL

* S 142

k-- ---·In'~--->4-k~-- ---l~~- - --~ I I I I : :~~; )- ----{ 1 I " I I I I I I

, _~ .. ' ;:j:: I

-h" . I

I ,,1

: ,,~-tt-~ :*----- ---- --- -3~--- - - -- - - --+1

Section Index Width. ThicknCBB. Weight per Foot. Inches Inches Pounds

'S 195 5 2 32.98

'S 142 3~ Yo and H 8.S

'Furnished only hy special arrangement.

133


CAR BUILDING SECTIONS-Continued

ELLIOTT TRACK

*5100 ,(-------------.2tf--- - - --- --¥------l~----.), I " , " I" " I" I

-'t"':E----------att----------~"'f- : I I I , I I I ~ I , I !t ..----hi .,' l~",H 7 ' ->oJ ~:-r::

i ,~ ,~ : ~, : !i':~""1 1 I I 1/."- I ,

I : : I

~* :~~ I ';' 1/."- i : I ,,~ . ',I 1

~ )(:: ~ __ __ _t~l ::~ n ~,. ____ ~ 1

".,. I I 1~~1t- : I

~-~ ~-------------_~/-------------~ I I I

: 1 ~---------- - --- --- 4H'~------------------~

Rolled for Camel Co.

CAR DOOR TRACK

* 5133


Pounds

·S 100

·S 133

4U x 1% x 1~ x /r

1~ x 3 x 1~ x variou.

·Furnished only by special arrangemeot.

134

, 5.40

5.96

, ,


BRAKE SHOE

... S 221 _ ~~.~_

~ I );'~" -~-t-t'~~r , -r -I-:=: ~i ~< ~~~1:j_

I I \. ,,\ I

:: ~30~~7' \ : : I I __ ?p~ ... ":f\ I

I "I " ~ II I r+ -- -n---~----- ----l~~--------~---n--- ~ r--- - ------ ---------2~1r--- - - - - - - --- -----~

Rolled for American Brake Shoe &- Foundry Co.

BRAKE LEVER SECTION

... S 173

~-~ ~--).,t ~ " * -,I--:--- - ----:;:-----~~ ~ If -'~-_~r 'i ~:, ---;: -- --.--;:: I:~ ~ ... ~ I I , _:1'_+ _________ :t_ ' _-+ ___ :Y_

I I "I

: " --~ it r--:<---- ---- -------- ---5~---------- - --------~

Section Index

·S 221

OS 173

Rolled for Steel Car Forge Co.

Size, Inches


135


1.598

6.8

"


FENCE POST SECTIONS BANNER FENCE POST

' * S 183

Weight per foot- l .3 Rolled for American Steel &. Wire Co.

Weight per foot- l .30 I bs. Rolled for American Steel &. Wire Co.


136

,

FENCE POST SECTIONS

I-BEAM FENCE POST

• B 32 ,

on

o --r;rr --*-f;l I

I ? I

r- -------------++ : I "'0 I 1 :

.<6'.... : I I I I I I I I I I I I I I

: : : : I ~ I :: I ~ ~ ~ ~ ~ '" , I , I I I I I I I I I I I I I I I

: I : \ 1 I I I ~ I I I

l~' : : : - ------ - ----+-I. I

1 ':-6 I

~-·f-~ : L-__________________________ -+_~_y_t_

r- I :: ~

~- - --------- - --1 95~ ----- -- - - ---~ 0 I . I

Rolled for Cyclone Fence Co.

Section Index Size, I nches

' B 32 2~x 1. 95 x .15

' Furnished only by special arrangement.

137

Weight per Foot Pounds

4.03

\

..


FENCE POST SECTIONS- Concluded

IDEAL-U-POST SECTION A k--------2~/~- - ----~~ • S 252 I ' , : ---~;I·I- - );-;(---r---------, I ... --~!'= : I ----- ---------- - ----I 1,1 : :

o 'I: '~I I , ~~~ 7-+\~- ~.. ~I'-):; H

II «_ , N: I I ~'~ ' .'. . -t_ i i

~;==t~ . -n" T~i .s.~'

WT. PER. FT. 2.60

IDEAL-U-POST SECTION B

~<I,' WT. PER. FT. 2.00

IDEAL-U-POST SECTION C • S 254

'~~ I

WT. PER. FT. 1.80

IDEAL-U-FENCE POST SECTION 0

• S 255

f.E---%~:*--%~-+--%~'-~ I I I I

Rolled for American Steel &. Wire Co.

-Furnished only by special arrangement.

138

Section Index

os 153

RAIL CLAMPS

RAIL CLAMP SECTION

*5153

~------ ------1~~------------~ I ,

I l--------t-'r'+~ I

I I , I I I I I I I I , 1 I 1

.... ~'-; I , 1!

T-< .'-Jf':. 1 1 1 1 I ,

{ I I 1 I , I , 1 , I ,I I

: \(~ : .:t__ _ _;' __ L

~-- -- - - - ---- - ----~%:--------- ------~

Width, A B Weight per Foot, Inches Inches Inches Ponnds

2~and 1U 1~ 3U 26.29


139

\

,


ALLOY STEELS

RESPONSIBILITY for the maintenance of uniform

quality in all Illinois Alloy Steel Products is vested in

an organization of long experience. At its disposal is

manufacturing equipment of Open Hearth and Electric

Furnaces together with 16", 12" and 10" merchant bar

rolling mills; all specially designed for the production of

high grade alloy steels in a broad range of sizes and

shapes. This is supplemented by unusually well equipped

chemical and metallurgical laboratories where precision

testing stamps final approval on all finished alloy steels

prior to shipment.

Electric Carbon, Open Hearth and Electric Alloy

grades conforming to the specifications of the Society of

Automotive Engineers as well as many other commercial

analyses are in regular production. Many years of ex

perience in the manufacture and rolling of varied alloy

grades makes possible the assurance of unusual and con

stant dependability.

Progressive ~teps in manufacture are carefully super

vised to insure quality production from the assembly of

select raw materials to the minute inspection of finished

bars. Always efficient execution of Alloy orders affords

prompt shipment of quality steels to effectively meet all

exacting specifications.

Distinctive quality is assured in

ILLINOIS d/Iuzj STEEL, 140

SPECIAL STEELS

STAINLESS AND HEAT RESISTING ALLOY STEELS

A VAl LABILITY of manufacturing and rolling facilities H for the production of high grade Alloy Steels afforded Illinois Steel Company an excellent opportunity to enter the field of Stainless Steel manufacture. The straight Chromium and Chromium Nickel Steels of this group are produced in shapes within the scope of numerous rolling mills and with the same pronounced care that characterizes the making of other Illinois Alloy Steels.

Certain grades of these steels possess unusual characteristics in their ability to withstand corrosion and oxidation at elevated temperatures. Others have excellent machining properties. No one grade is equally adaptable to all purposes. In the main with permanence in view, steels of our manufactur(l combining resistance to corrosion with very desirable physical properties, have proven ideal for numerous applications.

Illinois Stainless Steels bearing high percentages of Chromium or Chromium and Nickel have met with remarkable success in an extremely wide range of applications. These steels produced under licenses of Chemical Foundation, Inc., New York, and Fried, Krupp A. G. of Germany, carry the following designations:

u. S. S. 12 U. S. S. 17 U. S. S. 27 U. S. S. 18-8 U. S. S. 18-12 U. S. S. 25-12

For genuine dependability, adopt

STAINLESS AND HEAT RESISTING ALLOY STEELS

141

/

-... ..

AP

PR

OX

IMA

TE

MA

XIM

UM

SIZ

ES

OF

SH

EA

RE

D P

LA

TE

S R

EC

TA

NG

UL

AR

AN

D C

IRC

UL

AR

--

AL

L D

IME

NS

ION

S S

HO

WN

IN

IN

CH

ES

Thi

ckne

ss

150

144

138

132

126

120

108

96

90

84

72

55

I 48

30

W

ide

Wid

e W

ide

Wid

e W

ide

Wid

e W

ide

Wid

e W

ide

Wid

e W

i de

Wid

e ~

Wid

e -

I-

~

....

....

...

....

. ...

.....

...

....

. . .

......

. ..

....

. ..

....

.. .

....

...

....

....

720

720

720

720

720

-h

....

....

...

....

. ..

....

.. .

....

...

. ...

....

. ..

....

. ..

....

..

....

....

...

...

720

720

720

720

720

~

....

..

300

335

355

3'70

390

430

485

520

720

720

720

720

720

-h

250

320

350

3'70

390

410

450

500

530

720

720

720

720

720

~

275

330

360

385

400

420

470

530

560

720

720

720

720

720

n 30

0 34

0 38

0 40

0 42

0 44

0 48

5 54

5 58

5 72

0 72

0 72

0 72

0 72

0 ~

330

3'70

390

410

430

450

505

570

610

720

720

720

720

720

-h

350

3'70

390

410

430

450

505

570

610

650

700

720

720

720

%

350

3'70

390

410

430

450

505

570

610

650

700

720

720

720

* 35

0 3'7

0 39

0 41

0 43

0 45

0 50

5 57

0 61

0 65

0 70

0 72

0 72

0 72

0 ~

350

370

390

410

430

450

505

570

610

650

700

720

720

720

* 34

0 37

0 39

0 41

0 43

0 45

0 50

5 57

0 61

0 65

0 70

0 48

0 48

0 48

0

~

330

370

390

410

430

450

505

570

610

650

700

480

480

480

1 32

0 34

5 36

0 38

0 40

0 42

0 46

5 52

0 55

0 60

0 70

0 48

0 48

0 48

0 l~

310

325

340

355

375

395

440

490

520

565

650

480

480

480

l~

300

310

320

330

350

3'70

410

460

490

530

620

480

480

480

1~

260

270

280

290

305

320

360

400

430

465

540

310

324

480

1~

230

240

250

265

280

290

320

360

390

415

485

280

300

480

2 21

0 23

0 24

0 25

0 26

5 27

5 30

5 34

5 37

0 39

5 46

0 25

0 26

4 48

0 2~

190

200

210

225

235

245

270

300

320

350

410

....

....

. .

....

. ..

....

..

--

Pla

tes

24N

wid

e an

d un

der

by -h

" th

ick

and

heav

ier

also

pla

tes

up t

o 60

" w

ide

by ~"thick a

nd h

eavi

er.

can

be r

olle

d on

the

Uni

vers

al M

ills.

P

late

s of

gre

ater

dim

ensi

ons

than

sho

wn

in a

bove

tab

le m

ay b

e su

bmit

ted

for

spec

ial c

onsi

dera

tion.

Dia

met

er

84

84

144

152

152

152

152

152

152

152

152

152

152

152

152

152

152

152

152

152

For

gre

ater

leng

ths

and

Uni

vers

al M

ill s

izes

. ac

e U

nive

rsal

Mill

Pla

te T

able

. A

ny i

nter

med

iate

wid

ths

or t

hick

ness

can

be

furn

ishe

d .

.

r r- z o en

en

-I

rn

rn

r- (") o ~

-0

» Z -<

""l

.. ... ..,

TA

BL

E O

F A

PP

RO

XIM

AT

E S

IZE

S O

F U

NIV

ER

SA

L P

LAT

ES

-R

EC

TA

NG

ULA

R

ALL

DIM

EN

SIO

NS

SHO

WN

IN

IN

CH

ES

Thi

ckne

ss

60 t

o 57

56

to

53

52 t

o 49

48

to 4

3 42

to

37

36 t

o 31

30

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nd I

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will

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furn

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ith

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al r

olle

d ed

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A

ll w

idth

s ov

er t

his

size

will

be

torc

h cu

t to

wid

th.

All

colu

mn

b ...

. ar

e to

rch

cut

to le

ngth

. S

peci

al to

lera

nces

for

sec

tion

and

leng

th m

ay b

e ob

tain

ed u

pon

appl

icat

ion.

P

urch

aser

s w

ill f

ind

this

info

rmat

ion

nCC

e8lla

ry t

o e

nabl

e th

em t

o m

ake

prop

er

allo

wan

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or m

achi

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i"

i"

Z o (Jl

(Jl

--t

fT1 fT1

i"

(') o s: -0

» Z -<

FLAT ROLLED STEEL

HEAVY COVER PLATES

for

C. B. SECTIONS

Widths 18" to 2672", inclusive

Gauges Lengths

272 432" 3 356"

372 308"

4 270"

472 240"

Special tolerances for section and length may be obtained upon application.

Purchaser will find this information necessary when placing orders.

145

I

B-

Section Index

M 41


<f

(!

Thickness. Inches

~ % ~

~ h 74 h

ILLINOIS FLOOR PLATE

I)

1:1

I~

Over 6 to 15

---120 120 120 120 120 120 120 120

M-41

(! r)

9 1:1

1:1 I'

SECTION AA

-AI I I I I I I ' I I I I I I

~ .., ~ I I I I I I I I I I I I I I I

_:f:_

Width and Length. Inches

Over 15 Over 22 Over 29 Over 48 Over 60 to 22 to 29 to 48 to 60 to 84

------ --- ---240 240 480 480 480 240 240 480 480 480 240 240 480 480 480 240 240 480 480 480 240 240 480 480 480 240 240 480 480 480 240 240 480 480 480 240 240 480 480 480

Weight per

~' Foot. ounds

31.7 26 .6 21.5 19.0 16.4 13 .9 11 .3 8.8

The long dimension of the raised figure IS in the direction of rolling and the length of plate required should always correspond to this direction.

The thickness of plate furnished is the thickness of the flat plate exclusive of the height of the raised figures.

Sizes beyond the above limits should be submitted. We can also cut regular or irregular sketches. Rc-entrant cut and sketches to a radius can be

furnished by burning to size.

" 146

PROFILES

OF

RAILS, SPLICE BARS

AND

TRACK ACCESSOR I ES

On tile following pages only Standard Sections adopted by various Engineering and Railway Associations are illustrated, but other Sections can be furnished. Detailed information upon request.

147

,

148

Section Index

10040

9040

RAIL SECTIONS

A. S. C. E. RAILS

(AMERICAN SOCIETY OF CIVIL ENGINEERS')

10040

~ ------2~-------~ I ' I ' I h' ---------T- f -

:

I '~I .1" - ---'~ ! l~ ------.l j

~ .o- ... ;;----------1---*-I 74 I

I : ,_li~____ I

L !~~ ..... ---------"'- '01: ~

I ! 7 i , I I I

I -' I I " "00:: I I

I 34 .,~ I I ~:_ :::..------+---.. ---t- I I I 0' ,I

I ,~ ';i:: I I

, I I

~----------------~--------~--~~-t-~-1.------------ 6~--------------..: - 9040 .

RAILS

Width Weight Height, Inches per Yard,

Base, Inches Head. Inches Pound.

5~ 5~ 2'~ 100

5% 5% 2% 90

149

Splice Bar

Regular

8-10040

8-9040

Section No.

8540

S040


A. S. C. E. RAILS-Continued


8540

~-----------5h~-----------~ J '

8040

" ;..-- ---2J1-----~ , , ~ -t-------r-r

, I

_'; I ---... ~ i I

... , I '=v-------±-ll 12" ! I -----------" : ~:!

I I I

~..e I I

~ ": l I '-------+---... --l- I

! .~:~ I ~------------+---------~~ir~~~' _1_1_ I " I ... -------------5 ------------->\ , ,

RAILS

Width Height, Inch ...

Base, Inch ... Head, Inch ...

Weight pcr Yard, Pound.

5h 5h 2h 85

5 5 2~ SO

150

S~~~ Regular

8-8540

8-S040

Section No.

7540

7040

RAIL SECTIONS



7540

7040

/

I ~----------4~;- -- - -- ---~ , ,

RAILS

Width W"iht Height, Inches per &rd,

Base, Inches Head, Inches Pounda

4tt 4tt 2H 75

4% 4% 2t. 70

151

8~~~e Regular

&-7540

8-7040




6540

6040

RAILS

Width Weight SE~ce Seetion No. Height, Inches per Yard, Regular

B .... , Inches Head, Inches Pounds

6540 4". 4r. 2H 65 8-6540

6040 4~ 4~ 2% 60 8·6040

152

RAIL SECTIONS

A. S. C. E. RAI LS--Concluded


RAILS

Width Weight S~~~ Seetion No. Height, Inches per Yard, Regular

Base, Inches Head, Inches Pounds

5540 4t. 4t. 2~ 55 8-5540

5040 3~ 3~ 2~ 50 8-5040

153

\Ov

Section No.

10020 9020


A. R. A. RAILS-TYPE "A" (AMERICAN RAILWAY ASSOCIATION)

10020

r------- 2 S:-------4 -~--T--- ~--r---------;-~

: :: 1 I Va: : ... ~ : I .... 1 .:::..,.: I '-e : I • e 1"'.1- ... I : .. ~ I .L~ ' : I

::~ ,..---:--~-,,~r:~----------i- ! , I % I I I I I I I I

: I : I I I I ::: ~ I "14" .. I co t HIUTRAL AXIS -Ii '----.--i=", -- .. ~ I -1--·---------- -r! : 1

: 'I: I : I ;:1: I

::~ ,,1:: ! T ~,=, -l!iL---------k· i : I I 4J'o1 ::~ :

! r ! !---'l:-____ -+ __ ......:I'--__ ~-.-.t-

~---------------- 5~---------------~

.., I I I 1

-i--!!~i~---1 I

'k 'i I I

9020

k---- -- - - - - -- 5Y.-------- ----~ RAILS

Width We ht Height, Inches

I per )!lard,


6 5~ 2~ 100 5% 5~ 2", 90

154

S13~~ R.egnlar

8-10020 8-9020

Section Index

10030

9030

RAIL SECTIONS

A. R. A. RAILS- TYPE ." 8 "

(AMERICAN RAILWAY ASSOCIATION)

10030 I ,,1

-,.---E=====~~,{~=~~1--------~~-1 r ,I .. : .,t '! : : I I '"('Ii I Ys _ ~~3· ~ I I I I .... : I :;:1 ! I : If: ~ .. ~- : :

~ ~ i " .:j,~ . :! I I 1: --+-.0 -.. ·4Y--~--.±.-----i-1

I ," .. " ,: I ... II I I I I I 1::::1

_* __ .!'!%;.~L ___ J __ ~~:",_ '~f 1 1 ' ~ il, I t I I I

, I I '.:' I I ~ .,' IICI~ I I

~, ~._- --!!!---'t--~------4:-1 I i -. ; . ~ ::::~ I

I I 6': OJ! I--"'-____ +-__ ""-_~--i-:l:-

1.-------------5;;------------~ 9030

~--~---~~2~~;~=-.=~~ - :r-;+- I ,-1t--------rr-

I I .. :,11 : I I I "~,Ys_ I 3· :; 1 I I .... : - == I

I I ~ _ 'i': t,.:. -- :~ I I

OJ' u.'-tt" I I T - r;~:--'---L----l!

I' I'd: I NEUT RAL. '" 12 ' I 10

-t-- "Ai,i--- -- - ---T---- ::::~ : i I I ~ I

, I I' I I : ~= 1" ;1:: I I J: _' . ~>~--~-- ;~----i-i

I " '~ I

I : 1 ~~~------~~----~----~--±-~-

,.k-- - -------- 4tf-----------..; RAILS

Width W~ht Height, I nches

I

per ard, Base, Inches Head, Inches Pounds

5tt 51. 2H 100

5H 4H 2/r 90

155

8-10030

8-9030

Section Index

13025 11025 10025


A. R. E. A. RAI LS

(AMERICAN RAILWAY ENGINEERING ASSOCIATION)

13025

, , ~----'- - - - - --6------------+i I I

11025 10025

RAILS

Width W"1a;t Height, Inches per ard,


6~ 6 2H 130 6~ 5J,i 2ft 110 6 5~ 2* 100

156

, I Splice Bar

Regular

8-13025C 8-11025D 8-11025C

RAIL SECTIONS

LIGHT RAILS

4830 4530

,

, ' , " I 1<- --------- 3~- -- -- -----~ , .

, . . ~--- - - - - --3:'---- -- --~

RAILS

Width Weight S~~~e Section Index Height. Inches per Yard. Regular

B .... I nches Head. Inches Pounds

4830 3H 3M 2h 48 8-4530

4530 3H 3H IH 45 &-4530

4030 3M 3h- IH 40 S-403O

3530 3H 3 1M 35 &-3530

157


LIGHT RAILS-Continued

3030 2530

, , I " I

~----------2~----- -- ---~ i.----------2~---------~ , ,

, ,

, , ~--------·2~~--------~

RAILS

Width Weight S~~~ Section No. Height, Inches

Base, Inches Head, Inches per Yard, Pounds

Regular

3030 3lt 2~ 1M 30 8-3030

2530 2M 2}2 1M 25 8-2530

2030 2tl 2}~ 1M 20 8-2030

1830 2.,.. 2/. II'. 18 8-1630

158

RAIL SECTIONS

LIGHT RAILS-Concluded

1630

1430

, , ~--------2~-------~

1230 841

~-------l~:-----~ , ,

RAIL8

Width Weight 8E~~ Section No. Height, Inches per Yard, Regular


1630 2n 2 In 16 8-1630

1430 21. lit II. 14 8-1230

1230 21. 1~ H 12 8-1230

841 1/0 1/0 it 8 8- 840

159


Section Index

B 10040

S 9040

S 8540

ANGLE SPLICE BARS FOR

A. S. C. E. RAILS


SPLICE BARS


15.8 (unfinished)

13.5 (unfinished)

12.4 (unfinished)

160

RAILS

Section Index

10040

9040

8540

Section Index

S 8040

S 7540

S7040

B 6540

SPLICE BAR SECTIONS

ANGLE SPLICE BARS-Continued FOR

A. S. C. E. RAILS


I '-

SPLICE BARS


11 .5 (unfinished)

10.7 (unfinished)

10 .0 (unfinished)

9.2 (unfinished)

161

RAILS

Section Index

8040

7540

7040

6540

Section Index

86040

85540

85040



A. S. C. E. RAILS


---.1: ... ---"'--1----"'- , , ,

I ,

'~ I S 6040 , : I , :l: I " ---t--+-----"'· " I 'J: i : ___ ,,: I : I

I ~e

SPLICE BARS

I I I I I

-"'-

RAIL8

Weight pcr Foot, Pounds Section Index

8.40 (unfinished) 6040



162

Section Index

S 10020

S 9020

SPLICE BAR SECTIONS


A. R. A. RAILS-TYPE "Au


SPLICE BARS


19.04 (unfinished)

16.64 (unfinished)

163

RAILS

Section Index

10020

9020

Section Index

S 10030

S 9030



A. R. A. RAILS-TYPE "S"


SPLICE BARS

Weight per Foot., Pounds

16.92 (unfinished)

14.42 (unfinished)

164

RAILS

Sertion Index

10030

9030

SPLICE BAR SECTIONS

ANGLE SPLICE BARS-Concluded FOR

A. R. E. A. RAILS

(AMERICAN RAILWAY ENGINEERING ASSOCIATION)

S 13025 C S 11025 C

S 11025 0

SPLICE BARS RAILS

Section Index Weight per Foot. Pounds Section Index

S 13025C 20 .06 (unfinished) 13025

S l1025C 14.96 (unfinished) 11025

S ll025D 17.68 (unfinished) 11025

165


SPLICE BARS

LIGHT RAILS

S 4530 S 4530 A

S 4030

SPLICE BARS RAILS

Section Index Weight per Foot, Pounds Section Index

S 4530 5.80 (unfinished) 4830 and 4530

S 4530A 4.45 (unfinished) 4530

S 4030 5.00 (unfinished) 4030


I 166

SPLICE BAR SECTIONS

SPLICE BARS-Continued

LIGHT RAILS

S 3530

-~~/r-~~ o~ I I _--if;.

.l' _____ ~-:.~l. - --~----1· I I ----A;'- t

... ' I i I ":1: I ,I I ~..Ir.: , f4---t'\:/~~ '1" I : ::t: I I.,,. , I

-'.(-;*----1<, -M: -rr ----t--->-r- --C!'-: :t '.1:-1 ; ~ I

: I -"*,---.J4'1- ~, !::t; r : r 1: ~:: !d: I I ____ ~-:---!..: __ j_ .-I,'

_.:t ____ .:-:-=_ ... TV

I , ~ . ~: , , I .' ,; _...t:.

: " ~~)~I"I ~------llt------'>j h 1<-

, , ,

S 3530 A

, --"'--+-.~, ' , ' : -t- 6/~ , , , ,

:::. I " --:;:'--j<-rr

~ , , , : , , ' , , , , ~---t .... ::.:. , , ,

S 3030 A S 3030

. SPLICE BARS RAILS

Section Index Weight per Foot, Pounds Section Index

S3530 4.58 (unfinished) 3530


S 3030 3.97 (unfinished) 3030


167


SPLICE BARS-Concluded

LIGHT RAIL5 52530 52030

51630

51230 S 840

SPI,ICE BARS RAILS

Section Index Weight per Foot. Pound. Section Index

S 2530 2.20 (unfinished) 2530

S 2030 1.87 (unfimshed) 2030

S 1630 1. 70 (unfinished) 1830 and 1630

S 1230 1. 36 (unfinished) 1430 and 1230

S 840 0.75 (unfinished) 841 '.

168

TRACK ACCESSORIES

TIE PLATES Only types most generally used are illustrated. Other designs are rolled and informa

tion concerning them will be furnished upon request. Plates can be furnished to various lengths except cambered plates, which can be furnished

only in lengths as indicated.

-

We have facilities for either hot or cold shearing and punching.

I I I I ~- ------A------ ,,*- - --- - - - - - --8--- - -- - - -- - -~- - -'C---~ I I I I

I I __ lL._ I I : ! =±----'- i: r~- t ~-S---l--~--t~~1unu:~- *-7: ~----------------------·w-----------------------~ I I

Section W A B C D E

T. P. 215 9 2,.. 5~ h ... % ~ T. P. 216 9 2~ 5~ 1% % ~ T. P. 217 10~ 3 5~ 2 it I. T. P. 218 1O~ 3", 5~ 1ft it I. T. P. 223"" 1O~ 3 ..

5~ ik it .. T.P.225" 10 2~ ~ it T. P. 228 9% 3 4% 2 % «" T. P. 229" 8~ 2 51. I,.. it T. P . 249 10 3 5~ I~ % ~ T. P. 250 10~ 3 5~ 2 tt I. T. P. 257" 10 2ft 5ft I~ it I it

"Cambered top can be furnished only in 7" lengths. ""Cambered top can be furnished only in 6~" lengths.

Gross

F H Cant Weight

j~~t

,.. ,.. 1:41 14.86 ,.. ,.. 1:44 14 .94 ,.. ,.. 1:44 19.14 ,.. ~ 1:44 19 .21 ,.. 1:20 16.42 ,.. ,.. 1:44 19.76

~ ,.. 1:44 16.32 ~ ,.. None 16.01 ,.. ,.. 1.44 17.06 ,.. ,.. 1:44 19.38 ~ ,.. None 19.10

k--- - --'A-----~-- ----- - ---8- -- --------~----C---~ : fi---- -i- :: I ~ U. I I ri- ~ uu _t __ u'I_v_n_n __ V __ :u f t l I ' I I ~-- ---------------- -- ---W--- -- - - -- - - -- --- --------~

Gross Section W '~ c~ '~ Cant We~ht

per oot

T. P. 340 12 3~ 6 2~ H I. ,.. % 1:24 25 .77 T. P. 361" 10~ 3~ 5~ 2% it % ,.. ,.. 1:88 21.44

"Cambered top can be furmshed only In 7~" lengths.

169

'.


TIE PLATES-Continued

T.P.252 I "t " I" t ... ------3-----~--- --- --- --6t\--- - -------~---1tt_--)l I " £,1 "rio ~~ In, I I .""'u l __ :>-:. __ -.", .. ~ .... Itr \' , I './ ~_.1 "-:ft)(.--- ,- ,,- I : MI·'" .. ,: ...e:, : , ~i~\1.

Weight per foot 22.27 Ibs.

T.P.264

~-------'\~------*-- ----6tr'-t0-6}i~ - -- - --~ I I III : " , -~*~- --~*I+-I I I I I I I III " I ", , ~:"IJ'n,l. 'ri'~''''r' '1= i h' . "",- - 1 :40 _'1:,,_ ",!,'" ii' ':;

-"'--4,-' . ----n' '*. '* '~.t; ". __ .' :.}:t_ -';'--f-;- "1 I .,t~f-f-: °Si % ~- " -~ % r ~ I

~---------------------14N----------------------1

Cambered Top can be furnished only in 7~ inch lengths. Weight per foot 38.21 Ibs.

T.P.350

Weight per foot 25.30 Ibs.

170

TRACK ACC ESS ORIE S

TI E PLATES-Continued

T.P.221 , "I II I

I :--- --J~--~--~_j~:---------------8~---- --------- -------: ~; i. ' ~ -" 1 :62 I I ;~-r xr ~"_t_ -;t,- I- 1 r

: ~ _____ - - - - -- ----_ - - __ -----lO~.:'- - _______ - __ - - __ - _____ ~ I , I

TRANSVERSE SECTION

OF ABOVE

*- - - - -2%~-- -~ r---------~i i

~---------------~H: --------------~ , ' Gross weight per plate 9.90

I ' I I

~--- - --A- -- --~- -- -, ---- - --B-- - - --- -- --~- - - . c----~

~_m~- i i : ~ ~ ~ ~

u C * W --: I - -- ---~ - '"'- - I: ~------- - -------- - ---~--w-------------------~ I '

Gr088 Section W A B C ~E F G H Cant Weight

per Foot

T. P. 226" 10 3 5tt 1 ..... tt M ..... ~

* 1:44 19 .13

T. P. 231 8~ Itt 5VB 1 ..... ..... ..... VB ..... None 12 .24 T. P. 258 10'~ 2% 5VB 1% M it VB ~ 1:40 17.37

"Cambered top can be furnished only in 7" lengths.

I I I I

: - - - --f>-~~ ~~C ----,-----------'1'- -- -C----I I LL I I I If _ - I : rt ~ _ * ~_:!_nU-nn_:;_j_ -~ I I I I I

1(-- --- - - - - --- --- - - - ----W--- ---- --- --- ---- - ----~ I ,

Section

~' C

~Em T. P. 227" 12 3~ 5H 2~ ti ~ U T. P. 233" IOH 3 5H 2 T. P. 247"" 102M 51. 2 H H .....

"Beveled top can be furnished only in Q" lengths. ""Cambered top can be furnished only in 7H" lengths.

171

Gr08ll H Cant Weight

per Foot

VB 1:40 25 .37 VB 1:44 21.39 VB None 18 .24


TIE PLATES-Concluded I' t I ~--- -- - -A--- - --~- - T -- - - ---- -- ·8-- --- - -- ---- -~--C--->:

I .-/i;-L I I I LL I I J I , I

rl- ~~_~! __________________ vJ --tl I I I I I

~---- ----- --------------W---------- ----- ------)01 , I

Gross Section W

~ B C D

rITfH Cant We~ht

pcr oot

T. P. 291* 10 5H 1/r ~ I i'~ 1:44 21.43 T. P. 292* 12 6H 2/r ~ 1:44 25.03 T. P. 296* 11 6~ 17\1 ~ 1:44 23.81 T. P. 297* 12~ 3% 6~ 2% ~ 1:44 25 .72

*Cambered top can be furnished only in 7" lengths.

~-- ----A-----~-------- ---8------ - ---¥---C---~ ,~' ___ j.- :: t LL I J: I

~* ~ ~ __ I ____ - - _____ ---------W------ _____________ _ ~ __ ~ I I

Groes Section W A

B~rm:[[ Cant We1.ht

pcr oot

T. P. 336 87\1 1ft 5h 1ft 7\1 n t1 /os 1:83 13.00 T. P. 355 10 21c 6 1". % % , /os None 11.73 T. P. 501 9 1ft ~tlm~~~*

None 14.54 T. P. 552 10~ 3Ys None 22.04

~-----A----*- --------------8--------------*---C----~

~': ~ ________ L ! i I I _ LL , I I

I -'- ~ * =:=tl I • I I

~--- - - - - - - - - - - ------ -- -w -- - - ------------------~ , I

-~h:+- LL, TRANSVERSE SECTION : I OF ABOVE

Groes Section W A B c~ E F H Cant We1.ht

pcr oot

T. P. 203 8~ 2"- ~~ 1% 7\1 ~ ~ "- None 13.48 T. P. 204 8~ 2.,\ 1". 7\1 .,\ .,\ None 12.52 T. P. 357 8', 1H 57\1 In Va Va /r .,\ None 14.03

172

TRACK ACCESSORIES

RISER OR SLIDE PLATES

S 186

• ". " ~ 96 " ,{., ~-1%""--~----6------_-~-----.--8~------1f~ I "~ : .. ~ ~~ .. "; •

~ij=~: '--t- : ·~;-- :t J!t I ' I 'F

'~ ~-- ----:'--------17:'----':'-- --- ---->1 .

Section Base. Riser, End Project, Weight per Foot. Index Inches Inches Inches Pounds

S 186 20% x %: 7~x~ %:x% 61.5

20%x% 7~x~ %:x% 52.7

20 x%: 7U, x U, %x% 58.3 os 185

20x% 7U,x U %x% 50.0

17x % 6 xU, %x~ 42.3

S 96 17x % 6 x/r %x~ 41.0

17x% 6 x~ %x~ 39.7


173


RISER OR SLIDE PLATES-Concluded

S 17

~- -- - - - - - - - - - - - ----- - --18~' To 18"'~--------------r------+1 : "" ,,~ ,,' 1+-----------10 To 9~-----------*--------6~--------_i>J ~--2---~ I ~ : I , I

T ,~ , 0;'

: -7--I '

~! ~ : ., .., I : I ,

: -i-- +:::::::::::::::::::~ : ';1:: f. ,:, r ~---------6Ji----------

'~ ~--rl--------------~~

S 106

k-------------------------1B~' To 18~:---------------"-----: "" • " .)1:" ~- ----------10~ To 9~-----------~---------6}i--------~ :<---'.1--, I I I

Section Index

S 17

S 106 S 106

Base. Inches

; 'i , ~ I •

: -t--+-------------------r , , " , .. ~ ~: , '7 , , , . , , : -~---t:========~ : 'j: 1 f ~---------6~~---------~

'~ _:t. __

I

Riser, Groos WP~~l.''' Plate. Inches

18% to 1B~x ~ 6~xYs 1B.2

1B%to 18~ x ~ 6~x~ 17 .4 18% to 1B~ x Yo 6~x~ 21.4

174

TRACK ACCESSORIES

TRACK BOLTS

ORDINARY

U. S. STANDARD ROLLED THREAD

HEXAGON NUT

SQUARE NUT

~ Head Shoulder

~

Diam. Size of Nut ... ] Diam. i of Width by A .a Shank Distance

~ C D E F G H Eo< K Across Flats '<l

-- - - --I---I- --- J ~ tt a u ~

I tt H

~xtt ~ ~ ~x~ ~ t~ I~ U ~x In ~ U In tt ~xI~ it Ih In In

H tt ~xI~

~ ~ In ~ In I n ~ ~x I~

~ In 1 .... 1 .... ." ~ ~x In

tt I~ % 1 .... in Ci :!4x II'. 1 ~ m fi I~ Itt ~ it 1 x 1%

t~ Po. m ti Po. 1 1 x 1% Itt ~ I~ II'. In I~ x Itt

IF OTHER DESIGNS ARE DESIRED, PRINTS SHOWING ALL DIMENSIONS SHOULD BE SUBMITTED.

176

Diam. A

P'l --- ~

Inches " ~ ---

Va ~ :;; U ~ Ys ... it ~ I

In


TRACK SOL TS-Continued

ORDINARY

HARVEY GRIP ROLLED THREAD

-T----·

6 ·ri· ..... -+--,> :c, : .~L_ I ~: IDEAL RECESSED NUT : :~ I ' I I I

Head

C D

------Inches Inches

I,.,. tt I~ it I,.,. )1 It. it I .... n 1)1 % 1% ~ Itt

E

---Inches

it In In In I .... I .... 1% 1%

IDEAL NUT

...., Shoulder al

1i F G H

Eo< '0 "'" ;-------- ..

Inches Inches Inches " ~ ---------

Ys % it In n tt ... In -if H -E In -if ~ It. )1 it 0 ... It. )1 Ys ~ Itt n it Itt n I

Diam. of

Shank K

Inches

it tt H ~ it Ys it

I

Size of Nut Width by Distance

Aoross Flata

Inches

%x In ~x1~ ~ X I'. ~xl% Ys x I .... Ys x 1)1

I xl% I xl%

Above table gives thickness of nut without receas. If recess is wanted, thickness of nut will be increased Ys' and length of bolt increased the same amount.

176

TRACK ACCESSORIES

TRACK BOL TS-Continued

ORDINARY

U. S. STANDARD CUT THREAD

, . If..-A---': I '

SQUARE NUT

Head ~

Shoulder ] Diam. Size of Nut Diam, II of Width by

A ... Shank Distance ~ C D E F G H '0 K Across Flats

--- 1 -------- r----- ~ --Inches Inches Inches Inches Inches Inches Inches " Inches Inches ~ ----

~ 1~ it tt fi Ii ~ ~ 7!lx ~ n H % ~

%x1n

~ ~ t;': !t 1n 11\ n %: "" ~ %: x 1~

0 11\ 1h 7!1 tt 0 t!:x 1%

U J: tU % t~ ttt 7!1 U J:

1U ~xln

tt h tt x 1~ 1 1% lit ti 1 1 xl' 1n 1tt %: lit 1)2 1n 1n 1 x 1%

If other designa are desired, prints showing all dimcnaioDS should be submitted.

177

r

Diam. A

---Inches

---%:

n I In IVa


~ C

TRACK BOLTS-Continued

OPEN HEARTH OIL QUENCHED

U. S. STANDARD ROLLED THREAD

~---.(}---4I I 1 I

-.,.--a

-1";1,;--1---.1 l~ 1·'«:· I HEXAGON NUT I I I I I I I I

cD I I I I I I I I I I

Head

D E

SQUARE NUT

..., Shoulder '" ~

-" E-<

F G H '0 ,s---------------- ,s '" .. " Inches Inches Inches Inches Inches Inches " ..!I ~

- ------------ - ----~

I7i H In In n H It. tt In In n %: ~ .,

" ~ I ..... P- In It. ~ H ~ I~ In It. ~ Va J: IVa it IVa IH t. t! ~ Itt H IVa IH n I

Itt %: Itt I~ Va In

Diam. of

Shank K

Inches

H %: tt ~ tl

I It.

If other desIgns are dcsired. prmts showmg all dlIDecslocs should be submItted.

178

Size of Nut Width by Distance

Acrosa Flats

Inches

~x I7i 1 x IVa IVa x In IVa x In 17i x IVa 17i x IVa IVa x Itt

Diam, >Q A

~ '" --- ....

Inches

--- -~ H t; tt ."

U 0 Il 1 Po.

1n 1Ys

TRACK ACCESSORIES

C

TRACK BOLTS-Concluded

OPEN HEARTH OIL QUENCHED

HARVEY GRIP ROLLED THREAD

-T-----

o -+-i -;--I--.l :c, : .x .. I ~: IDEAL RECESSED NUT : :~ I ' I I I ,

ir jJ __

Head

D E

IDEAL NUT

.., Shoulder ."

] F G H

Eo< '0

------------------:5 Inches Incbes Inches Incbes Inches Inches 1f

'" .... ------c-------------

17,( H 1,\ 11. 1'. tt 11. ~ 1,\ 11. 1'. H ~

1", tt 1,\ 11. 1'. ~ '" ." 11'. '" 11. 1", ~ tt 0 1~ % 11. t~ ~ Ys J; 1% n 1% '" 1tt 1tt 1% lit '" 1tt ~ 1tt 1~ % 1n

Diam. Size of Nut of Width by

Shank Distance K Acr,,"" Flata

Incbes Incbes

tt Ys x 17,( • H Ys x 17,( ~ 1 x 1% tt 1Ys x 11'.

U 1Ys x 1~ 17,(x 1%

1 17,( x 1% 1,\ 1% x 1tt

Above table gives thickness of nut without recess. If recess is wanted, tbickness of nut will be increased Ys' and lengtb of bolt increased tbe same amount.

179

r

Length A

Inch

2Yz 2Yz 3 3Yz 4 3Yz 4 4Yz 5


Thickness of Shank

B

Inch

h % % % n Yz Yz Yz Yz

TRACK SPIKES

STANDARD TYPE

(J---r

- I I :""'_, I

::: tfJ , 7 _J 1

: ~ --~-±-I ' I : i<----D---->j I ,

-l'-~-~--+-----~-- ~ I I I I I I I I I I I I I I

.it --6.

Thickness of Neck

C

Inch

h % % % n n n n n

---r :

Il. I I

____ 1. ______ _

HEAD

Length D

Inch

~ I I I IYs I~ I~ I~ I~

c

B·

Width E

Inch

% ~ ~ ~ H In In Ih lis

If other designs are desIred, prmts showmg all dImensIOns should be submitted.

180

Length of Taper

F

Inch

% ~ ~ ~ Ys

I Ys

I I

Length A

Inch

5 5J.1i 6

5J.1i 6 6J.1i 7

TRACK ACCESSORIES

TRACK SPIKES-Continued

STANDARD TYPE

I I I I

.l: I

I I I I I I I I I I I I I I I I

------~------

Thickness Thickness of Shank of Neck

B C

Inch Inch

h % n % n %

% tt % tt % tt % tt

----r I u.

Length D

Inch

1J.1i 1J.1i 1J.1i

In In In In

HEAD

Width E

Inch

1~ 1~ 1~

In In In 1 ....

American Railway Engineering Association, 1920 Standards.

Depth G

---Inch

n n n

tt tt tt

If other designs are desired, prints showing all dimensions should be submitted.

181

Length of Taper

F ---

Inch

---1y' 1y' 1y'

1~ 1~ 1~ 1~

Length A

Inches

Per Order Per Order


TRACK SPI KES-Concluded

RAISED THROAT SPIKE

-----1-

t ___ 1-__ -1::_

I I • I I : I I ~---E---~ ~----D-----~ ~---E----~

I! I ! ! --,.----,-t---- ----';f---r--~ II'~ ¢ ~'~~~~ _____ ~-~---- ----'i-----o-

, , I , , I I I I I I I I

-8- I ·8· '!= , :

Thickncss Thickncss of Shank of Ncck

B C Length D --------

Inches Inches Inches

----

% tt In n % IY.

----fu. i I ______ x ____ _ _

HEAD

Width Dcpth, Inches Back

E G

Inches Inches

1 .... ~ 1 .... %

Depth, Front

H

Inches

- ---ft Ys

If other designs are desired, prints showing all dimensions should be submitted.

182

Length of Taper

F ----Inches

----I~ IYs

-"'-I

'J:

-+-.1

~

-+-~ !

~

-k-1 , 1 ~ 1

.,L

TRACK ACCESSORIES

TS 278

SCREW SPI KES

1 1 1 1 1<---1 I I I I I I I

TS 260

ol-_: .~- --~-~-~-;-:;::~=+~~,~,

1 I I

-,.I :* 1

+ I

'± 1 1

+ , '±

1 1

_L t ,

' j:: 1 1

_L '_

:; : 1 I I I 1 I

b"...-i--f- - i-I 1 I :* :

--i- ! ! I I 1: I I 0-

I :l I 1 I 1 I I I :* ., i I I I I ,,'

~i . I

, I , -l-_:l._LL

~- -%~- -~

IF OTHER DESIGNS ARE DESIRED, PRINTS SHOWING ALL DIMENSIONS SHOULD BE SUBMITTED.

183


SCREW SPIKES - Continued

I I

T. 8.48

I I

! ,,: r--I---l~~--;--1 I K---tf·-»I I

: :k--&~~: : ::' " --.L. ,,-iI\-': I ::: I I I ~ .. I

i --l--i- '~ 1 " ... l"

~ I ..... :

L-....-4-~..1-+-if-

THREAD ENl-ARGEO

':J:: -----*I I I

';J: r I ,

- t-----iI -i":t- : I -:-t- ! I '":t I"

'-_%. ! ~ I ' ::, I

~: I 1 1 1 1 1 1 1 1 ' 1 I 1 '

I I: I -----i- : I :~ :

: , ______ 1:._'1:_

T. S. 261

\iE' --~:~i=~~:r , , ,. , , , " I " ~.:=r.=_l'_ ! I . _~ ______ ___ ::.t._

!~--H~~~: ~ ~--y..:'-~ 1= 1: -"------:...--~.i~":i·::.~=

: ~~.: -~~:k-'~

~:i:- i '--"'--J-------f--*

: ~~

I ----;f-

" '~ ~ ____ l:_ ",

1 ~ I 1

I ::J, , -it:- 1

'*,1 -"'-'+ , 1 1

1 , "I

~--% : , , , 1 I I: , t- ___ ~ __ ~ __ -t_

THREAD ENi..ARGED :~ __ y~I_7t , ,

IF OTHER DESIGNS ARE DESIRED, PRINTS SHOWING ALL DIMENSIONS SHOULD BE SUBMITTED

184

THREAD ENLARGED

TRACK ACCESSORIES

TRACK SPIKES-Concluded

T. S. 814

~

~ I I

I I I I

I I I I r r

~ _______ ~i:_ I. "II

!t+-%f.! f<' - ~" '~

T. S. 51 i

~n ~~ : ~-lt~-~ : I' ..... - ..... :1:-•• "'-I ---t--,- ~

:' l~~-'::~: ! I :

/I_..,..-..r-;"-·-I-: - I

" I r r I I , r I I I I r I

I I I - I ___ ""*_: ~

I I ~ I I '1 r r I , ,I

I ~"1 it::~;h: I:~:):~ , '~ ., : :-~- I I __ f_ I : '::j: 1

__ ..1::.. I I

---·i

'* : .. ____ :1::_"'_ THREAD ENLARGED ~n:~

IF OTHER DESIGNS ARE DESIRED. PRINTS SHOWING ALL DIMENSIONS SHOULD BE SUBMITTED.

185


GUARD RAIL

"5102

Section Index Sizc. Inch .. Weight per Foot. Pound.

"S 102 1ttx6HxlH 14.2

"Furnished only by Bpeeial arrangement.

186

TRACK ACCE SSORIE S

RAIL CLIP

RC. 135

,...----"T"""r-------...,---"T--,r I I I I I I I I I I I I I I I

'j: \' I I I I I I I I I I I I I , I--___ J.....I _______ -'-_---+ __ :t_

~-----------------2~:-------------~ ! k------- --1 ...... :.------- ->1 I I I .J..-----~--_r- I ! I I , .... ,..... ':::; ... t I I I ,"... I .:.. __ ,.::_

I I, 'd:: 0 , : f ~I

-i-::::=~~,~ T ::t : ! ~~ ,I, I I • ! : ~ _.i ____ ~. __ ~_ I ,I " I

-t:---------r---f-------t-i--"t-------t---:---~· , . --~-k---!.-~..:.~--~-~-----l"OIAM .. ~----*--'A/~-~--~:'--~ I }S'" I I I

Gross weight per clip, 1.52. Net weight per clip, 1.29.

187

PROFILES

OF

WHEELS AND AXLES

Our Gary Wrought Steel Wheel Plant is equipped with the most modern facilities for Quenching and Tempering.

189


WHEELS FOR STEAM RAILWAY SERVICE

Steam Railway Wheels are classified as to service as follows:

Engine Truck Wheels Tender Wheels Passenger Car Wheels Freight Car Wheels Motor Car Wheels for Electrified Service

Tread and flange on wheels for these classes of service will be furnished to 1923 Contour of American Railway Association. This Contour is shown below. If special Contour is desired please submit for consideration.

~ - - -- - --2Ys~-- -----1 , '

<D' '-I::. t" :

SLOPE! 1 Ir~ '~

TREAD AND FLANGE CONTOUR FOR STEAM RAILWAY WHEELS

AMERICAN RAILWAY ASSOCIATION, STANDARD, 1923

Our section numbers are the same as those established by Carnegie Steel Company and when possible wheels should be ordered by section numbers. When this is not possible, dimensions as noted below must be given.

WHEELS FOR STEAM AND ELECTRIFIED RAILWAY SERVICE

~------t

RIM HUB Diameter

D, Width Thickne .. DIAMETER

Projection Depression RoughBore

Inches e, d, t, I u, I v, Le:~th 0, P, n, r, I nches Inches Inches Inches Inche, Inches Inches Inches Inches

Standard Designs are shown on pages 191 to 194, incl.

190

WHEELS

WHEELS FOR STEAM RAILWAY SERVICE-Continued

ENGINE TRUCK WHEELS

S 1061 I "1 ~--- ~~----~

S 1034 , , , ,

1925 Ao "'rA. CON TOUR I

-.. -, " ,. ~

.t~ I ,

I ---- -it.,-- - - ,{'-

S 1011

'::i;: " __ 'f_

< w z ::;

w z ::;

--t-~

: ffi 2 ~ ~ '" r---___ -i ~o 5 ~,

~ 7 , , , , L .-'-

- ,t-

: i ~

::~ .. ,

;t---f-~ I I"

S 1000 I II I ~--- - ~~---~ , I ,

-~-

.:. :.:

.-~- ~ , ::; , z : 0

'. ffi ~ ~

.,0 2:

.. ~ .. ~ , ' .. , ~ , , , , _ .....l..-L_

-;>.---"'-~± :

I" I _'1::. I

I I I

t w z ::;

-f-~ , '" '. w

~ ~ o <

~----------~ '~,o

-- ---7l1!~'---- r ~ , I

-'-

ROUGH BORE AS SPECIFIED, FIGURES SHOW FINISHED SIZES.

191



FREIGHT CAR WHEELS LIGHT WEIGHT

S 1360

S 1340

~---.5~:'---": I

-,-r--- --,.-~~ : _-L_ :

I I I I I I I I I

?> «

'" z :; z o

'" -h:- ~ , '" ,. " ~ !!: !! Q Q'

::~ ~ '!' I , ,

• ....J........J __

S1350 I ,,1

:+--- '5~---~ I I , I

1928A.~.A. CONTOUR

-;~------:--

__ 't_ I

S 1330 I "I ~----5~---->: I I

1928,A.R:.A. CONTOUR I

I I I I I I I I I

f <

'" z :i

z o

, c/o :c '" z :; z o

, '" -.- ILl

~ . ~ ~ 5

,Q,

'::I.: ' ; '" I I I - _____ ---L.. .L

ROUGH BORE AS SPECIFIED, FIGURES SHOW FINISHED SIZES

192

WHEELS


FREIGHT CAR WHEELS

S 1332

~----5~::---~ I I I I

1928A.R:A. CONTOUR --- -,-r--- -----~-

'j: :

S 1331

.. I __ X_ :

I I I I I I I \" <: w z

" z o

S 1337

,-------- ---!'-------~-

'j: : I" I __ ~_ I

I I I I I I I I I I I r <: w

-1"- ~ , z , 0

~ -$. r-____________ ; ,c ,0

I .. ~ I , I _L

S 1333


193


WHEELS FOR STEAM RAILWAY SERVICE-Concluded

S 1261

~--- 5%~'---~ , , , , 192aA.R~A. CONTOUR

S 1137

~---'5~~--~ , 1925A.R; ..... CONTOUR

36" PASSENGER CAR

--A ------l-

';t : -~- :

,,' # .. ~ ,

I I I , I , , , , ,

yo

'" w z :;

S 1262 I "1 ;-+--- 5~----~ : '

19'23A.R.A. CONTOUR ,---- -x-------,,-'j: :

'i' , _'k:_ :

I I , , , I , , , t

~----7l1~'----- l' ,

TENDER TRUCK WHEELS

, , , , I , '" I

'" W Z :;

S 1167 I ,,'

~----5~---~ , , 1923A.~.A. CONTOUR I

,-f- -----r ~ :

_'L : I I I , , , , , t w z :; z o

-f- ffi

------7-'~----

:. ~ ~ ,~ ~T '7 , , -'-'-


194

WHEELS

WHEELS FOR ELECTRIC RAILWAY SERVICE

TREAD AND FLANGE CONTOURS

AMERICAN ELECTRIC RAILWAY ENGINEERING ASSOCIATION, 1926

If special Contour is desired please submit for consideration.

" I I 4~~' Wheel Gauge

1.------- - ---- -- - - ---4tt~~-~~~~t~=~=====-------, ,. l+--------------3}.i::-----------~~-----11&·!..---: Nk-,\/ .',<:,_-_ I 1 I \

: ! : :d: I -$:--, , ,. / I SLOPE 1 IN 20 ~-f-----~+, .. '1."/%, ,

-~-~------------------ --- A-t:::f\--------I I ......... II'~ ! ............ :: f i '1--- ..... ---- ---~t-->:'c " g ~t_-~:.e1'!-~~.:~-~a-u_~~

" Contour A-3~ 4ft' Rim .interurban Service

" I I 4~~" Wheel Gauge Y8--~ ~----------------

I ,,: 1 I ~---- ----- -----~--------.. +-------~ I I I , I " II" I 1'-- ---- - - - -- --3------------1->1<----1----->1 I *~-..y' 'ic.:!;.~;_ I ..L l: ::: ~ I;:: I .. T..,.': I ~ ... : ~~ ~ SLOPE 1 IN 20 ~-~- ----~+ I ?,,/~....... I :

-4:-+------------------ .*""'".:,,----- --~-. : ........ r I ::: I Base Line I. ' ... ...... ,.,.; I:::t ~ >1.-- .... ~:: _______ l~--~- " o :: 4~~ Track Gauge rr---------------

Contour 0-3 ,4" Rim, City Service

" I I • .:.a7.i" Wheel Gauge YB---+I ~----------------

I ,,:: I ~----------------~-------tt-------~ k-------------3~---- -- -- --~----l!..·---~ : ~7~-_"'· -'¢-:~~fO _ I *-.1: ~ \: ~ I .: -);:------..... -1- __ ,I ... I ~

_A __ ~--!:.O!:~-~-~-___ ~ , +t ..... i~y~:- 1 __ 1_ i I - ................ r: :::t Base Line I .>1.... _....... I:' i .. -::---------tt--;- " g ~~-~~~-!~:~_~a~~~

" Contour 0-3, 4" Rim, City Service

195

r ILLINOIS STEEL COMPANY

WHEELS FOR ELECTRIC RAILWAY SERVICE-Continued

TREAD AND FLANGE CONTOURS

AMERICAN ELECTRIC RAILWAY ENGINEERING ASSOCIATION, 1926

I f special Contour is desired please submit for consideration.

" I I "-e~" Wh eel Gauge

1<-- - --------- - -----4h~~--1r~~~=~===~ ------I " ',": ~-------------3------------j~----lh-----~ , , P. .", __ >-1 23° I 271t.~ I _~ __ .... __ ~_

I : I ': I I I:' I ::: , +0 I ' _: ~ : ~ ____ ~'"_+ ,I .......... I: I SLOPE 1 IN 20 ~ I /I,"/r&' I I

-r-r------------------ ;f-l"~-r------- __ :L : I , ....... : : ::1:: Base Line '. ">/. ............ '~t ,, -, ~"'- ______ + .. --:t- "

5 1~-_!.~~-I.!:~c-~~-U-g-~ , , Contour A-3, 41\' Rim, I nterurban Service

.. I I 4-834" W hee l Gauge

4---- - - --. -- --3~-~~~t-~~~~~~~- ------I I I I

k-- -- - - -- --2~:-- - ---1*- --1~--->-f I 27b, •• J'13 0 : : r'~ ~-1---~-I ..:L 'I I : : ,;;(,-':,;r;. I ~ , - -,,-----~+ ,, __ - I '

-~--L !~':":--'-~-"-~-~ . -t-;,..:!J.'t':.---- _.t_ : : ~~/: : '::/:: Base Line i '>I..... ..-,_.... l l I

< ... -------- --tT--~- " is I I 4-8~ Track Gauge

~- -----------------" Contour C-2~. 3~' Rim, City Service

" I I .'-ay{' Wheel Gauge

4- --------- ---3~~~~Lr~~=~~~:J-------t I I I

k- -- -------2~::-------1~----1:'---~ , 27~ I \.I.:_':t1 23° , I , ."" --,,--t '-A;-

..,~ ':. I I ~== : ~ : ~ -::t'-----.!.. + I' I ~

,SLOPE 1 IN 20 ~, ~ I '1.'/%..... , : -f--l---------- __ .::t.._ _ ... t1-=;1=------- 8-;5-e Line '. _........... I I -:i: ~ ._-::: _____ +l __ :t_ " 2i I: 4:..a)i T rack Ga uge

~t----------------, , Contour D-2~. 3~' Rim, City Service

196

WHEELS

WHEELS FOR ELECTRIC RAILWAY SERVICE-Continued

Sections ordered for this service must show section number or full dimensions as noted below:

Dia-meter.

D, IDches

I

I ~-----t

!

~------------------D I

FLANGE RIM

Height, I ~:'k- Tread I W·d h I Thick-

Width, le~' Dess, ", b ' C, Inches d,

Inches Inches Inches Inches

INTERURBAN STANDARD 34"-4,.." Rim

S 1444

'" w z ::; z o or w

-"l:- ~

~ ~ < 2i ... 0 ~.".

~~ i , 1

_L1_

HUB

Diam-I LeDgth'1 prOjec-1 Depres-I Rnugh eter, m tlOn, BlOn, Bore t, I h 0, n, r,

Inches DC es Inc.hes Inches Inches

CITY SERVICE STANDARD 34"-3~' Rim

S 1934

--.. -------,,-';t i

, 1 --:1:- 1

--3Ys~:~ 1 I 1 I 1 I

1 1 1 1 I 1 1 1

~ '" w z ::;

I z 1 0

~ ffi --;r- ti

, '" i ~ '" c .. 0 ::-.". .. ~ r , I .-1-

Back Projection of 1 H' can be furnished, if specified.

Back Projection of 2Ys' can be furnished, if specified. Flange Height of Yo' can be furDished, if specified .


197


WHEELS FOR ELECTRIC RAILWAY SERVICE-Concluded

S 1495 I "1 t+----5~----~ I :

1923A,:.,A.. CONTOUR --;r-----""l-.' I .. ~ I

, I

__ i_ : I I I I I I , i> < w z ::; z o

--:;J:- II:

t ~ ~ ~ o ~

-------7~'-- - ---~ "0 ~~ T I

S 1230

~-----5~~'----": , I

1928A.~.A . CONTOUR

, I ,

, , _-,--.J._

I I I I I I I

~ < W Z ::;

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_....1-.-1._

S 1545

k------5~{.'---~ , , , , 1923A.r.A . CONTOUR '

S 1750

--r----- -"'-::' I

~ i --y- 1

I I I I I I I

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TABLES OF WEIGHTS

OF

FLAT ROLLED STEEL

AND

MERCHANT BARS

201

r

202

WEIGHTS OF FLAT ROLLED STEEL

THE average weight of steel is assumed in the preceding tables and in the tables which follow as 489.6 pounds per cubic foot. A bar

an inch square and one foot long weighs 3.4 pounds per lineal foot. The area of any steel section in square inches may be obtained from the weight per lineal foot by dividing by 3.4.

THE weights given in the tables which follow are mathematical only and have no relation to the range of sizes in any particular line

manufactured by this Company. Information as to the ranges which are rolled is given for any section at its proper place in the preceding pages.

203

Thickness Inches

---.01

.02

.03

.04

.05

.06

.07

.08

.09

.10

.11

.12

.13

.14

.15

.16

.17

.18

.19

.20

.21

.22

.23

.24

.25


WEIGHTS OF FLAT ROLLED STEEL Pounds Per Square Foot

TABLE I-Thicknesses in Decimals of an Inch

Pounds Thickness Pounds Thickness Pound. Thickness per Sq. Inches per Sq. Inches per Sq. Inches Foot Foot Foot

---.408 .26 10.608 .51 20.808 .76

.816 .27 11.016 .52 21.216 .77

1.224 .28 11.424 .53 21.624 .78

1.632 .29 11.832 .54 22.032 .79

2.040 .30 12.240 .55 22.440 .80

2.448 .31 12.648 .56 22.848 .81

2.~ .32 13.056 .57 23.256 .82

3.264 .33 13.464 .58 23.664 .83

3.672 .34 13.872 .59 24.072 .84'

4.080 .35 14.280 .60 24.480 .85

4.488 .36 14.688 .61 24.888 .86

4.896 .37 15.096 .62 25.296 .87

5.304 .38 15.504 .63 25.704 .88

5.712 .39 15.912 .64 26.112 .89

6.120 .40 16.320 .65 26.520 .90

6.528 .41 16.728 .66 26.928 .91

6.936 .42 17.136 .67 27.336 .92

7.344 .43 17.544 .68 27.744 .93

7.752 .44 17.952 .69 28.152 .94

8.160 .45 18.360 .70 28.560 .95

8.568 .46 18.768 .71 28.968 .96

8.976 .47 19.176 .72 29.376 .97

9.384 .48 19.584 .73 29.784 .98

9.792 .49 19.992 .74 30.192 .99

10.200 .50 20.400 .75 30.600 1.00

204

Pound. per Sq. Foot

31.008

31.416

31.824

32.232

32.640

33.048

33.456

33.864

34.272

34.680

35.088

35.496

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SQUARE AND ROUND BARS

TABLE VIII

WEIGHTS AND AREAS

Weight per Foot, Area, Si"c.

Weight per Foot, Pound. Pound. Sq. Inches

Inches 0 0 0 0 0 0 -------- ------ -

... ... .. . ... .. .. .... .... ........ U 1.9930 1.5653 ........ ........ ....... . ........ 2.0752 1.6299

........ ... .... . ...... .. .. ..... . it 2. 1590 1. 6957 ... .. .. . .. .. .... .... .... ........ tt 2.2445 1.7629

........ .... .... .. ...... ........ it 2.3317 1. 8313

........ ........ .. ...... . .. .... . U 2.4205 1.9011

.. :65si ' .. :iJ.ii"· ...... . . . ':0i23' 2.5110 1.9721 .0156 % 2.6031 2.0445

.0672 .0528 .0198 .0155 Ii 2.6969 2. 1182

.0830 .0652 .0244 .0192 f! 2.7924 2. 1931

. 1004 .0789 . 0295 .0232 H 2.8895 2.2694

.1195 .0939 .0352 .0276 tt 2.9883 2.3470

.1403 . 1102 .0413 .0324 it 3.0887 2.4259

.1627 . 1278 .0479 .0376 tt 3.1908 2.5061

. 1868 . 1467 .0549 .0431 3.2946 2.5876

.2125 .1669 .0625 .0491 1 3.4000 2.6704

.2399 .1884 .0706 .0554 Ih 3.616 2.8399

.2689 .2112 .0791 .0621 Ih 3.838 3.0146

.2997 .2354 .0881 .0692 11. 4.067 3.1945

.3320 .2608 .0977 .0767 1!~ 4.303 3.3797

.3661 .2875 .1077 .0846 11. 4.546 3.5700

.4018 .3155 . 1182 .0928 1,.. 4.795 3.7656

.4391 .3449 . 1292 . 1014 lil 5.050 3.9664

.4781 .3755 .1406 .1104 H, 5.313 4.1724

.5188 .4075 .1526 .1198 In 5.581 4.3836

.5611 .4407 .1650 . 1296 ~~ 5.857 4.8001

.6051 .4753 .1780 . 1398 6.139 4.8218

. 6508 .5111 . 1914 .1503 1% 6.428 5.0486

.6981 .5483 .2053 . 1613 It! 6.724 5.2807

.7491 .5867 .2197 . 1726 1,,< 7.026 5.5180

.7977 .6265 .2346 . 1843 It! 7.335 5.7606

.8500 .6676 .2500 . 1963 1~ 7.650 6.0083

.9040 .7100 .2659 .2088 It! 7.972 6.2612

.9596 .7536 .2822 . 2217 1,.. 8.301 6.5194 1. 0168 .7986 . 2991 .2349 It! 8.636 6.7828 1.0758 .8449 .3164 .2485 IVa 8.978 7.0514

1.1364 .8925 .3342 .2625 lit 9.327 7.3252 1.1986 .9414 .3525 .2769 Itt 9.682 7.6043 1. 2625 .9916 .3713 .2916 It! 10 .044 7.8885 1. 3281 1.0431 .3906 .3068 1~ 10 .413 8.1780

1.3954 1.0959 .4104 .3223 1ft 10.788 8.4726 1.4643 1.1500 .4307 .3382 Itt 11 . 170 8.7725 1.5348 1.2054 .4514 .3545 IH 11 .558 9.0776 1.6070 1.2622 .4727 .3712 1% 11 .953 9.3880

1. 6809 1.3202 .4944 .3883 If! 12 .355 9.7035 1. 7564 1.3795 .5166 .4057 Itt 12 .763 10.0243 1.8336 1.4401 .5393 .4236 lit 13 .178 10.3502 1.9125 1. 5021 .5625 .4418 2 13 .600 10.6814

258

Area, Sq. Inches

0 0 -----

.5862 .4604

.6103 .4794

.6350 . 4987

.6602 .5185

.6858 .5386

.7119 .5591

.7385 .5800

.7656 .6013

.7932 .6230

.8213 .6450

.8498 .6675

.8789 .6903

.90M .7135

.9385 .7371

.9690 .7610 1.0000 .7854

1. 0635 .8353 1.1289 .8866 1.1963 .9396 1.2656 .9940

1.3369 1.0500 1.H02 1.1075 1.4853 1. 1666 1.5625 1.2272

1. 6416 1.2893 1.7227 1.3530 1. 8057 1. 4182 1.8906 1. 4849

1.9775 1. 5531 2.0664 1.6230 2.1572 1. 6943 2.2500 1.7671

2.3447 1. 8415 2.4414 1.9175 2.5400 1.9949 2.6406 2.0739

2.7431 2.1545 2.8477 2.2365 2.9541 2.3201 3.0625 2.4053

3. 1717 2.4911 3.2852 2.5802 3.3994 2.6699 3.5156 2.7612

3.6338 2.8540 3.7539 2.9483 3.8760 3.0442 4.0000 3. 1416

Size, Inches

---21. 2ir 21. 2H

21. 2h 2t. 2~

21. 2h 2» 2Vo

2H 2;" 2U 27i

2H m 2%

2" 2» 2" 2~~

2ft 2tt

m 21-\

m 3

31. 3ir 31'1 3H

31. 3h 3t. 3X

31. 3,>,; 3M 3%

3t! 3ir 3U 37i

WEIGHTS AND AREAS BARS


TABLE VIII-ConUnued

WEIGHTS AND AREAS

Weight per Foot, Area, Weigh t per Foot, Pounds Sq.Inche. S;'.e, Pound,

Inche. 0 0 0 0 0 0 ----------- -- - ----

14.028 11. 0178 4.1259 3 .2405 3h 43 . 151 33.891 14.463 11 .3595 4.2539 3 .3410 3Vo 44 . 678 35 .090 14.905 11 .7063 4.3838 3. 4430 3tl 46.232 36.311 15 .353 12 .0583 4. 5156 3. 5466 3~ 47 . 813 37.552

15 . 808 12. 4156 4 .6494 3. 6516 ~~ 4~.420 38.814 16 .270 12.7781 4 .7852 3 .7583 51.053 40 .097 16. 738 13 . 1458 4.9228 3. 8664 3tt 52 . 713 41. 401 17. 213 13.5187 5 .0625 3 .9761 4 54.400 42.726

17. 694 13. 8968 5 . 2041 4.0873 4ir 56. 113 44 .071 18. 182 14.2802 5 .3477 4.2000 4H 57.853 45 . 438 18. 677 14 .6687 5 .5044 4.3231 4,\ 59 . 620 46.825 19.178 15.0625 5. 6406 4 .4301 4X 61. 413 48.233

19 . 686 15.4615 5.7900 4 .5474 4h 63 . 232 49 . 662 20 .201 15 .8657 5.9414 4 . 6664 4Vo 65 .078 51.112 20 .722 16.2751 6.0947 4 .7868 4ir 66 .951 52 .583 21. 250 16.6898 6. 2500 4 .9087 47i 68.850 54.075

21.785 17 .1096 6 .4072 5 .0322 4h 70 .776 55.587 22 .326 17.5346 6.5664 5 .1573 4% 72 .728 57.121 22 .874 17.9650 6.7275 5 .2838 4tl 74 .707 58. 675 23 .428 18.4004 6.8906 5.4119 4~ 76 .713 60.250

23 .989 18. 8410 7 .0557 5.5415 4tt 78 . 745 61. 846 24 .557 19.2870 7 .2227 5. 6727 4~ 80. 803 63.463 25.131 19.7382 7 .4331 5. 8379 4tl 82 . 888 65.100 25 .713 20 . 1946 7. 5625 5.9396 5 85 . 000 66.759

26 .300 20 .656 7.7122 6.0571 5h 87. 138 69.438 26 .895 21.123 7.9102 6.2126 5H 89 .303 70. 139 27 .496 21.595 8 .0869 6.3514 5h 91. 495 71. 860 ?.8. 103 22 .072 8.2656 6.4918 5X 93 . 713 73. 602

28 .717 22 .555 8.4463 6.6337 5h 95.957 75.364 29 .338 23 .042 8.6289 6. 7771 5% 98.228 77.148 29 .996 23 .535 8.8134 6. 9220 5ir 100.526 78.953 30. 600 24.033 9.0000 7. 0686 57i 102. 850 80.778

31. 241 24.537 9.1885 7.2166 5h 105.20 82.62 31.888 25 .045 9.3789 7 .3662 5% 107.58 84.49 32.542 25 . 559 9 .5713 7 .5172 5tl 109 .98 86 .38 33.203 26 .078 9.7656 7.6699 5~ 112.41 88.29

33.871 26 .602 9 .9619 7.8240 5tt 114. 87 90 .22 34. 545 27.131 10. 160 7.9798 5~ 117.35 92.17 35. 225 27.666 10.360 8. 1370 5tt 119.86 94 . 14 35.913 28 .206 10. 563 8. 2958 6 122.40 96. 13

36. 606 28 .751 10 .769 8. 4576 6ir 124.96 98 . 15 37 . 307 29 .301 10.973 8. 6179 6H 127. 55 100. 18 38.014 29 . 856 11 . 181 8 .7812 6,0. 130. 17 102.24 38.728 30.417 11.391 8. 9462 6X 132.81 104.31

39. 449 30.983 11.603 9.1126 6h 135.48 106.41 40 . 176 31. 554 11.816 9.2806 6% 138 .18 108.53 40 .910 32. 130 12 .032 9.4501 6'" 140 .90 110.66 41. 650 32 .712 12.250 9. 6211 6~ 143.65 112.82

259

Are., Sq. Inche.

0 0 -----12.691 9. 9678 13.141 10.321 13. 598 10 .680 14.063 11. 045

14.535 11.416 15 .016 11. 793 15 .504 12. 177 16.000 12.566

16.504 12.962 17.016 13.364 17.535 13 .772 18.063 14.186

18 .598 14 .607 19 . 141 15 .033 19 . 691 15.466 20.250 15.904

20.816 16.349 21. 391 16.800 21.973 17.257 22 .563 17.721

23.160 18. 190 23 .766 18. 665 24.379 19. 147 25.000 19 .635

25 . 629 20 .129 26.266 2\).629 26 .910 21.135 27.563 21.648

28.223 22 . 166 28.891 22.691 29.566 23.221 30.250 23 .758

30.941 24.301 31. 641 24 .851 32.348 25.406 33 .063 25.967

33.785 26. 535 34.516 27.109 35.254 27 . 688 36.000 28.274

36.754 28 .867 37.516 29.465 38 .285 30.069 39.063 30. 680

39.848 31.296 40 . 641 31. 919 41. 441 32.548 42 .250 33. 183

Size, I nches

--6h 6% 6tt 6M

6» 6Ys 6tt 7

7h 7Ys 7h 7~

7h 7% 7h 7)4

7h 7% 7tt 7M

7tt 7Ys 7tt B

Bh BYs Bt.. B~

Bh B% Bh B)4

Bh B% Btt BM

B» BYs Btt 9

9h 9Ys 9t.. 9~

9,... 9% 9h 9)4




0 0 --- -146.43 115. 00 149 .23 117.20 152.06 119 .43 154.91 121. 67

157.79 123 .93 160.70 126.22 163 .64 128.52 166.60 130.85

169.59 133.19 172 .60 135 .56 175. 64 137.95 17B.71 140.36

1B1. B1 142.79 184. 93 145.24 188.08 147.71 191. 25 150.21

194 .45 152. 72 197.68 155.26 200.93 157.B1 204 .21 160.39

207 .52 162.99 210 .85 165. 60 214.21 168.24 217 .60 170.90

221. 01 173 .5B 224.45 176.29 227.92 179.01 231.41 1B1. 75

234 .93 184.52 238 .4B 187 .30 242 .05 190. 11 245 .65 192.93

249.28 195 .7B 252.93 19B .65 256 .61 201. 54 260 .31 204 .45

264.04 207.38 267 .80 210 .33 271. 59 213.31 275 .40 216.30

279 .2 219 .3 283 .1 222.4 287.0 225.4 290 .9 228.5

294 .9 231.6 29B.B 234 .7 302. B 237.B 306.B 24l.0

TABLE VIII - Concluded

WEIGHTS AND AREAS

Area, Weight per Foot, Sq. I nches Size, Pounds

Inches 0 0 0 0 -- --

43 .066 33 .824 9!r 310.9 244 .2 43.891 34.472 9-'/0 315.0 247.4 44 .723 35.125 ~tl 319.1 250 .6 45. 563 35.785 323.2 253 .9

46 .410 36.451 m 327.4 257.1 47 .266 37.122 331.6 260 .4 4B.129 37.!KXl 9H 335 .B 263 .7 49.000 38.485 10 340.0 267.0

49 .879 39.175 lOt. 344.3 270.4 50.766 39 .871 lOYs 34B .5 273 .B 51.660 40 .574 lOt. 352. 9 277.1 52.563 41.283 10~ 357.2 280 .6

53.473 41. 997 10h 361.6 284 .0 54.391 42. 71B 10% 366.0 287 4 55.316 43 .446 lOh 370.4 290 .9 56.250 44. 179 10)4 374.9 294.4

57.191 44.91B 1Mr 379.3 297.9 5B. 141 45 .664 10% 383 .B 301. 5 59.09B 46 .415 lOtt 388.4 305 .0 60 .063 47 .173 1()l,i 392.9 308.6

61.035 47.937 lOti 397.5 312.2 62 .016 48 .707 lOYs 402 .1 315. B 63 .004 49 .483 lOtt 406 .7 319 .5 64 .000 50.266 11 411.4 323.1

65 .004 51.054 llh 416 .1 326 .B 66 .016 51.B49 11Ys 42O .B 330.5 67.035 52.649 11t.. 425 .5 334.2 68.063 53.456 11~ 430.3 337.9

69 .09B 54.269 llt.. 435.1 341.7 70 .141 55. 088 11% 439 .9 345 .5 7l.l91 55. 914 11". 448 .B 349.3 72 .250 56.745 11~ 449 .6 353.1

73 .316 57.583 11h 454 .6 357.0 74 .391 58.426 11% 459 .5 360.9 75.473 59.276 11tt 464 .4 364 .B 76.563 60 .132 11M 469 .4 368.7

77.660 60 .994 11ti 474.4 372.6 7B .766 61.863 11Ys 479 .5 376.6 79 .879 62. 737 lilt 484 .5 380.5 B1.000 63.617 12 489 .6 384.5

82.129 64 .504 12h 494 .6 388.5 83 .266 65 .397 12Ys 499.B 392 .5 B4 .41O 66 .296 12t.. 505.0 396.6 85 .563 67.201 12~ 510.2 400 .7

86.723 68 . ll2 12t.. 515 .4 404 .B 87.891 69 .029 12% 520.6 408.9 89 .066 69 .953 12". 525 .9 413 .0 90 .250 70 .882 12)4 531.2 417.2

260

Area, Sq. I nches

0 0 ----91.441 71.818 92.641 72.760 93 .848 73.708 95.063 74 .662

96 .285 75 .622 97 .516 76 .589 9B .754 77.561 100.00 78.540

101.25 79 .525 102 .52 80.516 103 .79 B1. 513 105 .06 82.516

106.35 83 .525 107.64 84 .541 108.94 85 .563 110. 25 86 .590

1ll .57 B7.624 112 .89 88 .664 114 .22 89 .710 115.56 90 .763

116.91 91.821 liB. 27 92 .886 119 .63 93 .957 121.00 95 .033

122.38 96 .116 123 .77 97 .206 125. 16 9B .301 126.56 99 .402

127.97 100.51 129 .3!I 101. 62 130.82 102. 74 132.25 103 .87

133.69 105 .00 135. 14 106.14 136 .60 107.28 138.06 108.43

139.54 109.59 141.02 110.75 142. 50 111. 92 144.00 113. 10

145 .50 114.28 147.01 115.46 14B.53 116. 66 150.08 117.87

151.60 119 .06 153 .14 120 .28 154.69 121. 49 156.25 122. 72

WEIGHTS OF HEXAGONS

WEIGHTS OF HEXAGON BARS

TABLE IX

Size, Weight per Foot, Size, Weight per Foot. Size, Weight per Foot, Inches Pound. Inches Pounds Inches Pounds

I. .2875 tt 1.9438 Itt 9.673

H .3479 ~ 2.2544 I~ 10.352

% .4141 tt 2.5879 Itt 11.053

H .4860 I 2.9445 2 11.778

if .5636 Ih 3.324 2h 12.525

H .6470 l }i 3.727 2}i 13.296

~ .7361 II. 4.152 21. 14.089

H .8310 I~ 4.601 2~ 14.907

I. .9316 II. 5.072 21. 15.746

H 1.0380 1% 5.567 2~ 16.609

% 1.1502 It'. 6.085 2t'. 17.494

n 1.2681 I~ 6.625 2~ 18.403

2/. 19.335 H 1.3917 h'r 7. 189

2~ 22 .268

n 1.5211 1% 7.775 2tt 23 .291

~ 1.6563 Iii 8.385 3 26 .500

tt 1.7972 I~ 9.018 3h 27.616

261

)

Fractions of

Inch or Foot

.0052

.0104

h .015625 .0208 .0260

h .03125 .0365 .0417

Ii .046875 .0521 .0573

h .0625 .0677 .0729

Ii .078125 .0833 .0885

If .09375 .0990 . 1042

n . 109375 .1146 .1198

Ys .1250 .1302 . 1354

Ii . 140625 . 1458 .1510

h .15625 .1615 .1667

H . 171875 .1771 .1823

h . 1875 . 1927 .1979

it .203125 .2083 .2135

if .21875 .2240 .2292

it .234375 .2396 .2448

~ .2500


DECIMAL OF AN INCH AND OF A FOOT TABLE X

.~~ § Fractiong ~8 cc

Fraction. ~g Ie

Fractions .;~ § '3~ § CTO'~ of C" o'.p of r$0 '''' of ril~" Inch or Foot ril~" Inch or Foot ~" Inch or Foot ~~~ g~~ ..d!S~

~;3~ -" -" h . 2.552 3h .5052 6h .7552 Ys .2604 3Ys .5104 6Ys .7604

-h it .265625 3-h H .515625 61. H .765625 ~ .2708 3~ .5208 67.( .7708 I. .2760 31. .5260 61. .7760

% h .28125 3% it .53125 6% it .78125 h .2865 3n .5365 6n .7965 )1 .2917 3)1 .5417 6)1 .7917

I. it .296875 31. it .546875 61. it .796875 % .3021 3% .5521 6% .8021 tt .3073 3tt .5573 6tt .8073

~ I. .3125 3~ 10 .5625 6~ tt .8125

~ .3177 3tt .5677 6tt .8177 .3229 3Ys .5729 6Ys .8229

tt it .328125 3tt It .578125 6tt it .828125 1 .3333 4 .5833 7 .8333 Ih .3385 4h .5885 7h .8385

lYs it .34375 4Ys it .59375 7Ys it .84375 II. .3490 41'. .5990 7h .8490 1~ .3542 4~ .6042 7~ .8542

II. H .359375 41. it .609375 71. it .859375 1% .3646 4% .6146 7% .8646 In .3698 4n .6198 7n .8698

1)1 % .3750 4)1 % .6250 7)1 Ys .8750 In .3802 410 6302 710 .8802 1% .3854 4% .6354 7% .8854

Itt H .390625 4tt it .640625 7tt It .890625 1~ .3958 4~ .6458 7~ .8958 Itt .4010 4tt .6510 7tt .9010

1Ys it .40625 4Ys it .65625 7Ys it .90625 Itt .4ll5 4tt .6615 7tt .9115 2 .4167 5 .6667 8 .9167

2h It .421875 5h H .671875 8h It .921875 2Ys .4271 5Ys .6771 8Ys .9271 21'. .4323 51. .6823 81. .9323

2~ n .4375 5~ tt .6875 8~ tt .9375 21. .4427 51. .6927 8 ..... .9427 2% .4479 5% .6979 8% .9479

2n H .453125 5n it .703125 8n it .953125 2)1 .4583 5)1 .7083 8)1 .9583 21. .4635 51. .7135 81. .9635

2% it .46875 5% it .71875 8% it .96875 2tt .4740 5tt .7240 8tt .9740 2~ .4792 5~ .7292 8~ .9792

2tt It .484375 5tt it .734375 8tt it .984375 2Ys .4896 5Ys .7396 8Ys .9896 2tt .4948 5tt .7448 8tt .9948

3 )1 .5000 6 ~ .7500 9 1 1.0000

262

:8! a~ 0 0' O',z ril~" ..d$t! "='"' ~.!!

9h 9Ys

91. 9~ 91.

9% 9n 9)1

9.,.. 9% 9H

9~

§~ 9tt 10 lOh

10Ys 10-h 10~

101. 10% lOn

10)1 101. 10%

10tt 10~ lOtt

10Ys IOtt 11

11h 11Ys 111. 11~ 111. 11%

11n 11)1 1110 11% 11tt 11~

11tl 11Ys llft 12

GAUGES

BIRMINGHAM WIRE UNITED STATES STANDARD GAUGE GAUGE

TABLE X] TABLE XII

Thickn .... Inches Approximate Thickn ... Weight Weight in Inches per

Gauge pcr Gauge ~uare Number ~uare Number Approx. oot.

Decima] Fract'] oot Steel Iron Iron or Fraction Steel ------------ - - - ------ ---

CXXXlOOO .490 .5 1/2 20 .00 00000o .460 .468'l 15/32 18.75 crolO .429 .4375 7/ 16 17.50

0000 .454 29/ 64 18.523 0000 .398 .4{)62 13/32 16.25 000 . 425 27/ 64 17.340 000 .368 .375 3/ 8 15 . 00 .380 49/ 128 15 .504 00 .337 .3437 11/32 13.75

0 .340 11/32 13 .872 0 .306 .3125 5/ 16 12 .50 1 .300 19/ 64 12 .240 1 .2758 .2812 9/ 32 11.25 2 .284 9/32 11 .587 2 .2604 .2656 17/ 64 10.625 3 .259 33/ 128 10 .567 3 .2451 .25 1/4 10. 4 .238 15/ 64 9.710 4 .2298 .2344 15/ 64 9.375

5 .220 7/ 32 8.976 5 .2145 .2188 7/ 32 8.75 6 .203 13/64 8.282 6 .1992 .2031 13/ 64 8.125 7 .180 23/ 128 7.344 7 .1838 .1875 3/ 16 7.5 8 .165 21/ 128 6.732 8 .1685 .1719 11/ 64 6.875 9 . 148 19/ 128 6.038 9 . 1532 .1562 5/ 32 6.25

10 . 134 17/ 128 5.467 10 .1379 .1406 9/ 64 5.625 11 . 120 15/ 128 4.896 11 .1226 .125 1/8 5. 12 .109 7/ 64 4.447 12 .1072 . 1094 7/ 64 4.375 13 .095 3/ 32 3.876 13 .0919 .0938 3/ 32 3.75 14 .083 21/ 256 3.386 14 .0766 .0781 5/ 64 3 .125

15 .072 37/512 2.938 15 .0689 .0703 9/ 128 2.812 16 .065 33/ 512 2.652 16 .0613 .0625 1/ 16 2.5 17 .058 15/ 256 2.366 17 .0552 .0562 9/ 160 2.25 18 .049 25/512 1.999 18 .0490 .05 1/ 20 2. 19 .042 11/ 256 1.714 19 .0429 .0438 7/ 160 1.75

20 .035 9/ 256 1.428 20 .0368 .0375 3/80 1.50 21 .032 1/ 32 1.306 21 .0337 .0344 11/ 320 1.375 22 .028 7/ 256 1.142 22 .0306 .0312 1/32 1.25 23 .025 13/ 512 1.020 23 .0276 .0281 9/ 320 1.125 24 .022 11/ 512 0.898 24 .0245 .025 1/ 40 1.

25 .020 5/ 256 0.816 25 .0214 .0219 7/ 320 .875 26 .018 9/512 0.734 26 .0184 .0188 3/ 160 .75 27 .016 1/ 64 0.653 27 .0169 .0172 11!64O .6875 28 .014 7/512 0.571 28 .0153 .0156 1/ 64 .625 29 .013 13/ 1024 0.530 29 .0138 .0141 9/ 640 .5625

30 .012 3/ 256 0.490 30 .0123 .0125 1/ 80 .5 31 .010 5/512 0.408 31 .0107 .0109 7/ 640 .4375 32 .009 9/ 1024 0.367 32 .0100 .0101 13/ 1280 .4062 33 .008 1/ 128 0.326 33 .0092 .0094 3/ 320 .375 34 .007 7/ 1024 0.286 34 .0084 .0086 11/ 1280 .3438

35 .005 5/ 1024 0.204 35 .0077 .0078 5/ 640 .3125 36 .004 1/ 256 0.163 36 .0069 .0070 9/ 1280 .2812

37 .0065 .0066 17/ 2560 .2656 38 .0061 .0062 1/ 160 .25

Unless otherwise specified. an orders in gauges will be executed to Birmingham Wire Gauge. The Birmingham Wire Gauge i. based on Decimal Thickness. The United States Standard Gauge is based on Weight per square foot.

263

00000oo 000000 00000

0000 000 00 o 1 2 3 4 5 6 7 8 9

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40


:454" .425 .380 .340 .300 .284 .259 .238 .220 . 203 . ISO .165 .148 . 134 .120 .109 .095 .083 .072 .065 .058 .049 .042 .035 .032 .028 .025 .022 .020 .018 .016 .014 .013 .012 .010 .009 .008 .00'1 .005 .004

Steel .490 .460 .429 .398 .368 .337 .306 .2758 .2604 .2451 .2298 .2145 . 1992 . 1838 . 1685 . 1532 .1379 .1226 .1072 .0919 .0766 .0689 .0613 .0552 .0490 .0429 .0368 .0337 .0306 .0276 .0245 .0214 .0184 .0169 .0153 .0138 .0123 .010'1 .0100 .0092 .0084 .0077 .0069 .0065 .0061

STANDARD GAUGES

TABLE XIII

TIDCKNESS IN DECIMALS OF AN INCH

Iron .5 .46875 .4375 .40625 .375 .34375 .3125 .28125 .265625 .25 .234375 .21875 .203125 .1875 .171875 .15625 .140625 .125 .109375 .09375 .078125 .0703125 .0625 .05625 .05 .04375 .0375 .034375 .03125 .028125 .025 .021875 .01875 .0171875 .015625 .0140625 .0125 .0109375 .01015625 .009375 .00859375 .00'18125 .00'103125 .006640625 .00625

:5000" .4452 .3964 .3532 .3147 .2804 .2500 .2225 .1981 . 1764 .1570 .1398 .1250 .1ll3 .0991 .0882 .0'185 .0699 .0625 .0556 .0495 .0440 .0392 .0349 .03125 .02782 .02476 .02204 .01961 .01745 .015625 .0139 .0123 .0110 .0098 .0087 .0077 .0069 .0061 .0054 .0048

.4900

.4615

.4305

.3938

.3625

.3310

.3065

.2830

.2625

.2437

.2253

.20'10

.1920

. 1770

.1620

.1483

.1350

.1205 . 1055 .0915 .0800 .0720 .0625 .0540 .0475 .0410 .0348 .03175 .0286 .0258 .0230 .0204 .0181 .0173 .0162 .0150 .0140 .0132 .0128 .0118 .0104 .0095 .0090 .0085 .0080 .0075 .00'10

.500

.464

.432

.400

.372

.348

.324

.300

.276

.252

.232

.212

.192

.176

.160

.144

.128

.116

.104

.092

.080

.072

.064

.056

.048

.040

.036

.032

.028

.024

.022

.020

.018

.0164

.0148

.0136

.0124

: ~~~ .0100 .0092

:~~ :~ : OO)~ .0040

.. :580000 .516500 .460000 .409642 .364796 .324861 .289297 .257627 .229423 .204307 .181940 .162023 . 144285 . 128490 .114423 .101897 .090742 .080808 .0'11962 .064084 .057068 .050821 .045257 .040303 .035890 .031961 .028462 .025346 .022572 .020101 .017900 .015941 .014195 .012641 .011257 .010025 .008928 .007950 .00'1080 .006305 .005615 .005000 .004453 .003965 .003531 .003144

00000oo 000000 00000 0000 000 00 o 1 2 3 4 5 6 7 8 9

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 27 38 39 40

UnleB8 otherwlSC specified. all orders In gauges WIll be executed to Birmmgham Wire Gauge.

261.

INDEX

SECTION NUMBER INDEX

Angles, Beams, H-Beams, Plow Beams and Channels

AnfPJI Beams Beams Channels B CB C

Section Page Section Page Section Page Section Page No. No. No. No. No. No. No. No.

- - - --- - - -I 69 1 30 82-N Z1 1 53 2 69 2 32 83-N 27 2 53 3 69 3 32 101-N 26 3 54 4 70 4 33 l02-N 25 4 54 5 70 5 34 l03-N 25 5 55 7 71 6 34 122-N 24 6 55

8 71 7 35 123-N 24 7 55 9 71 8 36 124-N 24 8 56 10 72 9 36 125-N 23 9 56 11 72 10 37 141-N 22 10 56 12 72 11 37 142-N 22 14 60 13 72 14 73 12 38 143-N 21 15 60 15 73 13 38 144-N 21 19 63 16 73 14 38 145-N 20 20 57 17 73 15 39 14&-N 18 21 58 18 74 16 39 151-N 17 28 65 19 75 17 39 152-N 17 29 65 20 75 21 75 18 29 153-N 16 31 66 22 76 20 30 162-N 15 32 66

21 31 163-N 15 35 66 23 76 22 31 164-N 14 36 66 24 76 25 77 23 33 181-N 13 37 65 26 77 24 35 182-N 13 38 66 Z1 77 25 36 183-N 12 39 63 28 78 26 37 201-N 11 41. 60 29 78 29 40 202-N 11 44 64 32 79 33 79 32 137 203-N 10 45 64 35 81 33 51 211-N 9 46 61 37 80 34 51 212-N 9 47 66 38 80 41 44 213-N 8 55 59 39 80 42 44 241-N 7 56 61 40 81

51 42 242-N 7 58 59 42 81 112 41 243-N 6 63 63 44 77

H 244-N 6 64 62 48 81 Zll-N 5 65 62 52 80 tA 1

28 272-N 5 170 57 53 74 28 211 58 54 85 28 301-N 4 59 85 302-N 4

1 50 331-N 3 61 84 2 49 332-N 3 63 82 3 49 361-N 2 64 83 9 47 362-N 2 65 83 10 47 66 83 11 48 67 83 68 82 12 48 69 82 13 50 70 82 17 46 71 80 20 46 72 81 21 45 73 83 22 45

265

(


SECTION NUM BER INDEX-Continued

Tees, Zees and Miscellaneous Sections

Tees Miscellaneous Miscellaneous Miacellaneou8 T S S U

Section Page Section Page Section Page

~"'l ,~ No. No. No. No. No. No. No. No. ------ ------ ------

1 87 7 132 211 124 1 f!! 2 87 14 110 212 105 6 f!! 3 88 15 110 213 105 8 f!! 4 88 17 174 214 119 8 88 20 127 215 107 9 88 21 127 216 107 1 98

10 89 29 131 217 107 2 98 11 89 30 131 219 123 3 98 12 89 96 173 220 130 4 99 13 91 100 134 221 135 5 99 14 91 103 131 222 106 6 98 15 91 106 174 223 106 7 100

20 92 107 127 224 106 8 99 47 87 132 111 225 121 9 99 52 93 133 134 228 117 10 100 55 93 142 133 230 126 11 100 56 93 153 139 234 130 12 100 57 93 160 112 235 121 17 102

58 93 162 111 236 104 18 101 61 93 163 112 237 126 19 102 f!! 94 164 132 238 120 20 101 70 94 166 109 239 120 22 102 77 94 If!! 109 240 125 25 101 79 94 170 132 241 · 125 AU 83 94 173 135 242 121 6

Bl 113

87 95 174 118 243 128 8 113 111 95 175 118 244 103 113 97 176 118 245 103 114 97 181 132 246 116 123

1 85

115 95 182 127 247 116 124 85 125 86

116 96 183 136 248 129 117 96 185 173 249 129 41

Rb 146

500 90 186 173 250 105 506 90 190 128 251 129 510 92 191 128 252 138 135 187 512 90 195 133 253 138

513 92 198 119 254 138 514 90 199 119 255 138 516 90 201 114 256 136 526 90 202 114 257 124

203 115 258 124 204 115 259 128

206 122 207 104 208 124 209 124 210 124

266

Rails

Section No.

INDEX

SECTION NUMBER INDEX-Concluded

Rails, Splice Bars, Tie Plates and Wheels

Splice Bars Tie Plates I S T. P. I

Wheels S

Page Section Page Section Page Section No. No. No. No. No. No.

------ ------

10040 149 10040 160 203 172 1000 9040 149 9040 160 204 172 1011 8540 150 8540 160 215 169 1034 8040 150 8040 161 216 169 1061 7540 151 7540 161 217 169 1137

7040 151 7040 161 218 169 1167 6540 152 6540 161 221 171 1230 6040 152 6040 162 223 169 1261 5540 153 5540 162 225 169 1262 5040 153 5040 162 226 171 1330

10020 154 10020 163 227 171 1331 9020 154 9020 163 228 169 1332

10030 155 10030 164 229 169 1333 9030 155 9030 164 231 171 1337

13025 156 13025-0 165 233 171 1340

11025 156 11025-0 165 247 171 1350 10025 156 11025-D 165 249 169 1360 4830 157 4530 166 250 169 1444 4530 157 453(}'A 166 252 170 1495

4030 157 4030 166 257 169 1545 403(}'A 166 258 171 1750

3530 157 3530 167 264 170 1934 353(}.A 167 291 172

3030 158 3030 167 292 172 303(}'A 167 296 172

2530 158 2530 168 297 172

2030 158 2030 168 336 172 1830 158 340 169 1630 159 1630 168 350 170

1430 159 355 172 1230 159 1230 168 357 172 841 159 840 168 361 169

501 172 552 172

267

Page No.

191 191 191 191 194

154 198 194 194 192

193 193 193 193 192

192 192 197 198

198 198 197


SUBJECT INDEX

PAGE ACUTE ANGLES. .. . .. . . . . • . .. . . . .. • . . . • .. .. .. . • .. .. .. .. •. . . .. .. •• .. • . • . • 85

ALLOY STEELS .......... . ..... . ............... . .... .. . . . . ................. 140-141

ANGLES .... ... .... . . . ... ... . .. ..... . .......................... .. . ... .. .. ... . 69-86 Acute. . . ............................................................. 85 Bulb ................ . ................. . .............................. 85-86 EquaL .......................... .... .... ....... . . ...................... 69-73 Obtuse......... ....... ..... ..... . .................. ..... . ... . . ....... 85 Ornamental ..... . .................. . . . . .. ...... . ..... . ..................... 83 Round Back.. . . . .. . . .. . .. . . . . ... ......... .. .. . . . . . . • . . . .. . . . . . . . .. . .. 82 Special. .. .............. ...... ................ . ................ . ........... 84 Unequal ............................................... . .......... . . . . . . 74-81

ANGLE SPLICE BARS ............ . ........ . .................... .. .. . .. 160-168

AREA OF SQUARE AND ROUND BARS .......................... .. ....... 258-260

A. R. A. TYPE RAILS ....... ... ..... ......... ..... .

A. R. E. A. TYPE RAILS ....... . .. ..

.154-155

156

A. S. C. E. TYPE RAI LS ............. ..... .. . .......................... . .. 149-153

AUTOMOBILE BUMPER SECTIONS . .... . . . ............. . ............. ... 119-121

AUTOMOBILE CLAMP SECTIONS ............ ...... ......... . ... .. .. .

AUTOMOBILE DOOR HINGE SECTIONS .................... .. . .

AUTOMOBILE RIM SECTIONS ................................. ..

117

. . . . 114-116

113

AXLES ....... . .... . ...................... . ............ .. .................. . . 199-200

BAND EDGE FLATS .... ............. .................................. ..... 126

BEAMS: Bates ... . ....... . ........ . ...... . ......•. : ..... . ......•......... .. .. . .. 43-44 Car Building ........ . • . .•. . ..... . .•.................................. . 41-42 C. B ...................... .. ................. . ...... .. ................ . . .. . 2-27 Center Sill ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • . . .. . . . . . . . . . . . . . . . . . 41 Cultivator . . . .. .. .. .. . . .. . .. .. .. . . . .. . .. . .. .. .. .. . . . . .. . .. .. .. .. . . . .. . 51 Fence Post .............. ... .... .. ....................... ... . ......... 137 " H" ... .......... ......... ....................... . .... .. .. ........ . 28 and 43 "I" .... .. ..... ..... ............. .. ........... . ........................ . 29-39 Mono-Rail . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . • . . . . . . . . . . • . . . . . . . . . . . 40 Plow ......... .. ...... . .. . ... . .•.• .. •. .. ........... . • .. • ... ........... 45-50

BELT RAIL. ......... ........ ........ ............. .......... .......... ... 133

BEVEL EDGE FLATS ............................................ . ..... 126-129

BOLTS (TRACK) . ........ . ............. . ................... . ....... .. ... 175-179

BRAKE KEY ............... ....... ... ........ .......................... 132-133

BRAKE LEVER ...... .. . . ................. .. .................. . . . . . ....... 135

BRAKE SHOE. .............. ........................ ................ .. ...... . 135

BULB ANGLES .. .................................. .......... .......... .. 85-86

BUMPER SECTIONS ........... .. ....... . . . ... . . . . . ............. ... . . ...... 119-121

268

INDEX

SUBJECT INDEX-Continued

PAGE CARBUILDING SIDE PLATES .....•. • ....... ....... ......••. •. .. . . .••• . ..... 103

CAR DOOR TRACK. . ....... . .. . .... .. .. . . .. .• . . .... . ........ .... .... . . ... ... 134

CAR TRUCK CHANNELS . . ...... .. . .•.. . .................. . ......•. . .... 57

CENTERING RINGS FOR PiPE.................... . ......................... 130 - .j- -

CHANNELS ... .. . . .... . . . .... . ... . ...... . .. . ' .. ... . ... .. . . . • . ..... . . . ...... . . 53-66 Bar ......... .. ...... .. .......... .... . ... ~ .. . . ........................ 65-66 Brake Beam . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 Car Truck .. .. . . . . . . . . . . . . . . . . . . . . . . .• . . . . . . . . .• . . . . . . .•. . . . . . . . . . . . . . 57 Landside .... ... ..... . ... . ... ... ............•............ . .... . ....... 63-64 Ship Building ...... . .....•.................. .. ...........•.•. . .. .. .... 59-61 Side Sill........... . ............... . ........... .... .... . ............... 58 Structural ...................... •............................•........ 53-56

CIRCULAR PLATES : Range of Sizes.. ................. .... . .... .. .. .... .... . ..•.. . ..... . ... 142 Table of Weights ....... . ............ , .. .. ....... . .................. 250-252

CLiP-RAIL. ............................ . ..... . .................. . ........... 187

CLAMP SECTIONS ........... ...•........•.... . .. .. .... ...... .. . ..•....... . 117-137

COLUMN BASE PLATES.. ... ......... ... . .. .............. ... . .. .•..... .. 144

CONCAVE FLATS....... .. .. .. ..... ..... .. .. ... . . . . .. .. . . . ..... . .. ...•... 125

CORRUGATED BARS ..................... . . . .............•.......... . . . . 109

CONCRETE REINFORCEMENT BARS . ... .......••.......••........•...... 108-111

~If~~i'!'~:r~gated : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : '. : : : : : : : : : : : : : : : : : : Rib .. . ...................•... .. . .. ..... .. .................................. Twisted Squares ........ . ...... ... .......•... ... . •.............•.. ... . .

110 109 111 108

COVER PLATES .... . . ~. ....... ... . ... • . ... .•... . .. .... . . ........ . ...... . . . .. 145

CULTIVATOR BEAMS........ ... . .. .. .. .. . ........ ..... ..•................ 51

CYLINDER LAG .................................. . .. ..... ............... 131

DECIMALS OF AN INCH AND OF A FOOT ... ... .......... .. . ... ........ 262

DEFORMED BARS. . ... . ........... ......... ....................... . 108-111

DOOR HINGE SECTIONS ... ...... ............... .•.. ...... ••... . ... . .. . 114-116

ELLIOTT TRACK.. ....... ................................... . . . ....... .. 134

FENCE POSTS .........••.... .. •.........•.......••.................... 136-138 Banner. ..... . .................... . ......... . ....... . ...... . .. .... . .. ..... 136 I-Beam ............................ . . . . . ..... . ... . ............ . ........ 137 Ideal " U" . . .. .. .... . •. . .. ..... .. .. . .. . ........ . . . .. ..... ... ...... ... .. 138 Sterli ng . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ............. 136

269



PAGE

FLATS ... ..... ............ .. .................. ....... ......... ......... 125-129 Band Edge .. .. .. . . . . . . . . . . . . . . . .. .. . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126 Bevel Edge .............................................. .. .......... 126-129 Nut.. .......... .... ........................... . ............... ... ... .. 125 Round Cornered. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. 125 Round Edge . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 126 Round Edge-Concave........... .. .. ... .. ....... ...................... 125

~~~y~~ B.e.v~l. ~.d.~~ :: :.'.'::: ....... :::.'.'::: : .: .. ::: :.'.':: ::::::::: : ::::::::::::: m Square Edge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125 Vehicle Spring....... ... . .. . . . .. .. .... .. .. . ...... ........ . .... . ... .... . 125

FLOOR PLATES. ........................................................ 146

FRICTION SPRINGS ..................................................... 118

GAUGES: American ............... . ............................. .. ................... 264 American Steel &. Wire Co.. .. .. . . . .. . . . .. .. . .. . .. .. .. .. . .. .. .. . .. .. .. . . . . . 264 Birmingham Wire Gauge ....... .. ................ .......... ....... . .. 263-264 British Standard . . . . . . .. . . .. . . . . . . . . . . . .. . . . . . .... . . .. .. .. .. . . . . . . .. . . . . . .. 264 Brown &. Sharpe . . . . .. . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . .. ... . .. .. .. . . .. . . . . . . . 264 Stubs (Wire).. ...... ...... . . .... ..... ..... .. ............................ ... 264 United States Standard .... ............... .... ..... ................... 263-264 Washburn &. Moen ....... . ................................................. 264

GUARD RAIL .............................. ... . ....... . ....................... 186

HALF OVALS.... ............................................................. 124

HAVEMEYER BARS............... . .. . .......................... . ............ 110

HEXAGONS .................................................................. 123

HINGE SECTIONS ......................................................... 114-116

KEY SECTIONS .............. . .......... ....................... ............ 132-133

LANDSIDE ............................................................... 63-64

LIGHT RAILS . ... . . .............. .... ............................ ..... 157-159

MANGANESE GUARD RAIL. ......... .. .................................. 186

MILK CAN RING ............... ... .............. .. . .................... . 124

MONO-RAIL BEAM... . . . ...... ..... ...... ...... ...................... ... 40

NUT FLATS............ .. . . ..................... .... ..... ..... ... . . . .... . 125

270 I

INDEX


PAGE

OBTUSE ANGLE....... ... .............. . ....... .. . . ..........•....... . .. 85

ORNAMENTAL ANGLES ..................................................... 83

OVALS ... . ........ . ...... . ...................................... . ............. 124

PIPE RINGS.. ... . .. . ........................ .. .......................... 130

PLATES: Circular . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. .. ... .. .. .. . . . .. . . . . 142 Column Base. .. ...... ...... .... .... .......... . ........... .. .. .. .. .. ... 144 Floor................................................................. 146 Heavy Cover............................................... . ............... 145 Sheared Rectangular .. . .. .. . . .. .. .. .. . .. . .. . . . . .. . . .. .. .. . ..... .. .. . . .. 142 Universal Rectangular. . . . . .. . . . . . . • . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . 143 Tables of Weights ...................... . ......... . ... . .......... . ... 217-252

PLOW BEAMS ............... . .. . ......• . ........ . ....•.. . .. . . . ... . ... . . .45-50

RAILS . . .............................................. . ................. . ... 149-159 A. R. A. TY(l6 ......... . ............................ . ................. 154-155 A. R. E. A. TY(l6 ...................................... ... ............. 156 A. S. C. E. TY(l6 ... . •.• ... . . ....•....... . ......... . ..•......•.•.• . •.. 149-1 53 Light Rails ....... .... . . ... . ............................... . ......... 157-1 59

RAIL CLAMP............... ........ . ........ . ....... . ....... . .. . ......... 139

RAIL CLIP............................... ...... . ....... .. ..... . .. .. .. . .... 187

RIB BARS............... ... . . .......... . ............. . . . . . . . .. .. ......... 111

RIM SECTIONS ......... .. . . ..................... . . .. . . .... .... ......... 113

RISER PLATES .. .... .. .. .. .. .. . .. . ...... .. ....... . ... . .. .. ............. 173-174

ROUNDS .................. .... ........................... . ....... ... . . .. 123

ROUND BACK ANGLES . . . ...... . ..... . .......................... . . . .... 82

ROUND CORNERED FLATS......... . ............. . ... . .. .. ........ .. .... 125

ROUND CORNERED HEXAGONS.. .... .. .. ..................... .. ....... 123

ROUND CORNERED SQUARES .. ...... .. ................................ 122

ROUND EDGE FLATS. ..... .... ........ . . ...... . . . . . . . . . ............. ... 126

ROUND EDGE CONCAVE FLATS ....... .... .. . . . . . .•• .•. .. . .. . ... •...... 125

ROUND EDGE TIRE............ .. ...... ...... .. .. . ........... ........... 126

SASH SECTIONS .......... . . . ............................. . .......... . .. 112

SCREW SPiKES .... . . . ... . ............ .... .. . . . ............... .. ...... 183-185

271



PAGE

SECTION INDEX ............ . ..... . .. .... .... ................. . .... . .. 265-267

SHEARED PLATES: Range of Sizes . . . . . . . . . . . .. . . . . . . . . • . • . . • . . . . • . . . . . . • . . . . . . . . . . . . . . . .. 142 Table of Weights . ... . ....... . ... . ..... .. ............ .. ... . . . ..... .. . 217-252

SHIP CHANNELS ................. . . ... .. . ... .... .. . ...... .... ... ....... . 59-61

SIDE PLATES, CAR BUiLDING ...... .. . . . . .. .... .. .... .. .... .... .. . ..... 103

SIDE SILL. . . . ...... . . . . . .. .. .. ..... ... ... . . . . .. .. .. ... . . . . . .. ... .... .... 58

SLIDE PLATES .. .... .. ... .... . ...... ... ... .. . .... .... . ................. 173-174

SPADE LUGS....... . .. .. .. . . . . . .. ...... ......... .. . . .... .... . .. ..... .... 107

SPECIAL STEELS . . • .•• •.. ..... •..••..••••.•. •. . . .... . . .•.••• .•.•••.•.• 140-141

SPiKES .... . . . . .... . . . . . . . ... . . . .. ....... . ...... ....... . .. . . ......... . 180-185

SPLICE BARS ............... . ...... .... . ..... . .. .. . ........ .... .... . . . 160-168 Heavy Rail. .............. . . . . . ..... . ....... . ... . ............. . .... . . 160-165 Light Rail . . ........................... .... ........... . . . . .. ........ 166-168

SPRING SECTIONS .. . ...... ... . . ... ......... .. .......... . . ..... .. . 118 and 125

SQUARES... . . ... . .. . ... . ... . ... . . . . .... .. . . .. .. . . ...... . • . . .... ... ... . . 122

TABLES OF WEIGHTS: Birmingham Wire Gauge . ................. ............................. 263 Comparison of Various Gauges . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . • . • . • 264 Flat Rolled Steel-Decimal Thickness . ........ .. . . .. . .... .. .. . ....... .. . 204 Flat Rolled Steel- B. W. G .. ... . . .. . .. .. . .. . .. ........ ..... .... . .. ..... 205-216 Flat Rolled Steel- Fractional Thickness .. . ... . .. . .. •• . . . ...••... . ......... 217-249 Flat Rolled Steel - Circles ................ . . . . . .... . ........ . ........... . . 250-252 Half Ovals.. .......... . . . . . ... . ............................. . ....... .... .. . 124 Hexagons. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . .. • .. . . . .. .. .. . . ..... . 261 Ovals .. . .......... . .... . . . . . .................. . .......... . . .. .. . .. . . . .... . . 124 Rounds . ..... . ..................... . .... . ..•.......•..•............. 258-260 Round Edge Flats (Face Measure) .. ... . ...•. . .. .. ..•...... • .. • .. . . . .. 253-254 Round Edge Flats (Overall Measure) ..... ... . ... ... .. ....... .. .. . ...... 255-256 Squares ... . ......... . ...... . .. . ... ... . . . ....... . ... ... ...... . . ..... 258-260 United States Standard Gauge. . . . . . . . . . • . . . . . • . • . . . . . . . . • . • . • . . . • . . . . . . 263

TEES .......... .............. . ... . ............... . ..... . ... .. .. . . . ... . .. . 87-97 Equal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . .. . . . . . • . . . . . . • . . . . •. 87-92 Unequal ... .. ..... . .............. . .. . . . ..... . . . . . . . .... . . ... .......... 93-97

TIE PLATES . ... .. . .. . . .. . .. .. . .. ... . . . . .. ... .......... . . . ........... . . 169-172

TIRE-ROUND EDGE........ . . . . .. . .. . .. . . . . .... .. .... . . ... ...... . . . . . . . 126

TRACK BOLTS ..... ....... .. .................................. .. ...... 175-179

TRACK SHOES ..... . . . . . ... . . . .. . . ... .... ..... .. . .. . .... .... ..... .. .. . 104-106

TRACK SPIKES . . .... . . ......... ....... .... ........ .. .. ......... .. .... 180-182

TWISTED SQUARES.. . . . .......... . ........ . ..... ....... .. . .. ... ........ 108

272

INDEX

SUBJECT INDEX-Concluded

PAGE

"U" BARS . .... . . .......... . •.•. ...•. . ..•.•. • . .. •.•.•. • .• ••.•••••.•.•.•.. 67

UNIVERSAL PLATES: Range of Sizes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • . • . . . . . 143 Table of Weights ..... . .. ... . .......... ... . . ........•... . .....•.••••. 217-249

VEHICLE SPRINGS................................................. ..... 125

WEARING PLATES....... . ... .. ... .... ... ........ . .... . .. ..... . . . ....... 131

WEIGHTS: Birmingham Wire Gauge ......... .. .. . . . . .... . .. . ... . ..... .. . . . . ..... .. 263 Comparison of Various Gauges . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . .. 264 Flat Rolled Steel- Decimal Thickness. . . . . .• . . . . . . . . . . . . . . .. . . . . . . . . .. . .. 204 Flat Rolled Steel- B. W. G .................. • . . . .... .. ..... • ..... ....... . 205-216 Flat Rolled Steel-Fractional Thickness ....... . ............ . ....... . .... 217-249 Flat Rolled Steel-Circles . ..... ....... ... .•.... .. .... • . ..... .. ... . ... . 250-252 Half Ovals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . .. 124 Hexagons . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . .. 261 Ovals.. .............. .. ......................•.......•.. . ............ 124 Rounds .......... . .......... ................... .......... ........... 258-260 Round Eoge Flats (Face Measure) .................•... . . ... ...... ...... . . 253-254 Round Eoge Flats (Overall Measure) . .. ..... . .......... .... . .... ... ..... . 255-256 Squares ........... ... ........................... . ........... .. ......... 258-260 United States Standard Gauge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •. .• . . . . .. 263

WEIGHTS AND AREAS OF SQUARE AND ROUND BARS .... . ....• • ••.. 258-260

WELDING RING • ......................•............... ..... .. ...••••.. .. 130

WHEELS . .. . ....... .. . .... . .............. . ....................... .•• .. 190-198 Electric Railway ..................................•... . ........... . ... . 195-198 Engine Truck ................. ....... . . . . ..... ..... ... .. ...... . . • . . . .. 191 Freight Car .. ... ... .... .. ..... .. .•.. . ....... ... . .... .. .. . .............. 193 Freight Car-Light Weight. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . .. 192

~fes::;.n~~,e~~·::: ::: ::::::::: ::: .. ::::::::::::::::::::::::: .. :::: .. : .. :: i90-m Tender Truck. ••••.•.•.•.• ....... .... ...... .. ...... .. ... ....... ....... 194

ZEES ..• .. •.••..•••• •• •... ..........•......... ..•... •....... • .. .. ..• •.. . 98-102

273

PRINCIPAL SUBSIDIARY MANUFACTURING COMPANIES OF THE

UNITED STATES STEEL CORPORATION

AMERICAN BRIDGE COMPANY General Offices: FRICK BUILDING, PITTSBURGH, PA.

Fabricators and Erectors of Steel Structures of all classes, particularly bridges and buildings; also manufacturers of barges, turntables, transmission towers and component parts, and electric (Heroult) furnaces.

AMERICAN SHEET AND TIN PLATE COMPANY General Offices: FRICK BUILDING, PITTSBURGH, PA.

Manufacturers of Sheet and Tin Mill Products for all purposes-including black and galvanized sheets, automobile sheets, electrical sheets, sheets for special purposes, black plate, tin and terne plates; Keystone Rust Resisting Copper Steel Products; also USS Stainless and Heat Resisting steel sheets and light plates.

AMERICAN STEEL AND WIRE COMPANY General Offices: 208 SO. LASALLE STREET, CHICAGO, ILL.

Manufacturers of Wire and Wire Products-Electrical Wires and Cables, Wire Rope, Bridge Cables, Strand, Barbed Wire, Plain Wire, Wire Nails, Tacks, Bale Ties, Hoops, Springs, Netting, Wire Fences, Steel Posts, Steel Gates, Rail Bonds, Cold Rolled Strip Steel, Manufacturing Wires, Welding Wire, Cold Finished Steel Bars, Concrete Reinforcement, Aerial Tramways and USS Stainless and Heat Resisting Alloy Steels.

CANADIAN STEEL CORPORATION, LTD. General Offices: OJIBWAY, ONTARIO.

Manufacturers of Wire and Wire Products-Galvanized and Plain Coarse Wire, "Ojibway" Woven Wire Fence and Gates, "Ojibway" Lawn Fencing and Steel Fence Posts, Barbed Wire and Staples, Triangle Wire Mesh Reinforcing, Electric Weld Fabric, Bale Ties and Hoops, Spring Wires, "Ojibway" Cyclone Industrial Chain Link Fencing, Apollo Galvanized Sheets, Apollo Keystone Galvanized Sheets, Galvannealed Sheets.

CARNEGIE STEEL COMPANY General Offices: CARNEGIE BUILDING, PITTSBURGH, PA.

Manufacturers of Rolled Steel and Forged Steel ProductsC B Sections, Structural Shapes, Steel Sheet Piling, Plates, Bars, Flats, Axles, Wheels, Rails and Track Material, G EO Track Material, T-Tri-Lok Floor Construction, USS Stainless and Heat Resisting Steels.

COLUMBIA STEEL COMPANY General Offices: Russ BUILDING, SAN FRANCISCO, CALIF.

Manufacturers of various forms of rolled steel products, flat rolled materials, and wire.

CYCLONE FENCE COMPANY General Offices: WAUKEGAN, ILL.

Manufacturers of Chain Link Fence-also lawn fence, wire screen cloth, wire partitions, wire rubbish baskets, wire belting, and wire specialties.

FEDERAL SHIPBUILDING AND DRY DOCK COMPANY General Offices: KEARNY, N. J.

Builders and Repairers of Merchant Ships- barges, dredges, lighters; also miscellaneous heavy machine work and steel fabrication.

NATIONAL TUBE COMPANY General Offices: FRICK BUILDING, PITTSBURGH, PA.

Manufacturers of Welded and Seamless Steel Tubular Products in sizes from Ys' to 96" diameter-Standard pipe, coppersteel pipe, line pipe, casing, tubing, drive pipe, rotary drill pipe, rotary rolled seamless pipe, electric welded pipe, hammer-weld pipe, special dipped and coated pipe, cement-lined pipe, trolley poles, line poles, cylinders, seamless couplings, boiler tubes, seamless mechanical tubing, aircraft tubing, seamless alloy tubing. National USS Stainless and Heat Resisting Pipe and Tubes.

OIL WELL SUPPLY COMPANY General Offices: DALLAS, TEX.

Manufacturers and Distributors of Oil Field Equipment. Branch Stores in all Oil Fields. Also Export Distributors. Distributors of National Tube Company products.

TENNESSEE COAL, IRON & RAILROAD COMPANY General Offices: BROWN-MARX BUILDING, BIRMINGHAM, ALA.

Manufacturers of Rolled, Forged and Cast Steel Productsrails and track accessories, shapes, plates, bars, flats, cotton ties, galvanized and hot rolled annealed sheets, axles, forgings, steel castings.

THE CANADIAN BRIDGE COMPANY, LTD. General Offices: WALKERVILLE, ONTARIO.

Fabricators and erectors of Steel Structures- buildings, bridges, transmission towers, turntables, riveted and welded platework.

THE LORAIN STEEL COMPANY General Offices: 545 CENTRAL AVENUE, JOHNSTOWN, PA.

Manufacturers of Special Track Work and Accessories-·also girder rails, crane rails, castings, mine and industrial cars, forged steel grinding balls.

UNIVERSAL ATLAS CEMENT COMPANY General Offices: 208 SO. LASALLE STREET, CHICAGO, ILL.

Manufacturers of Atlas Portland Cement, Universal Portland Cement, Atlas White Portland Cement, Atlas Waterproofed White Portland Cement, and Atlas Lumnite Cement.

Paci fic Coast Distributors

COLUMBIA STEEL COMPANY General Offices : Russ BUILDING, SAN FRANCISCO, CALIF.

Export Distributors

UNITED STATES STEEL PRODUCTS CO. General Offices: HUDSON TERMINAL BUILDING, 30 CHURCH

STREET, NEW YORK, N. Y .

F. J. RILEY PRINTING CO.

CHICAGO, ILLINOI S

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