Post on 29-Apr-2023
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All previous editions are superseded and cancelled.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
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
C B SECTIONS-Continued
~----------- -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
ILLINOIS STEEL COMPANY
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
C B SECTIONS-Continued
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
ILLINOIS STEEL COMPANY
C B SECTIONS- Continued
,(----- ---------- - --- -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
C B SECTIONS-Continued
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
ILLINOIS STEEL COMPANY
C B SECTIONS- Continued
,.;------- - - ----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
C B SECTIONS-Continued
~-- - - -- - --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
ILLINOIS STEEL COMPANY
C B SECTIONS-Continued
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
Web Thickness, Inches
Decimal Fraction - -----
.485 H
.460 H
.440 -h
.420 H
BEAMS
C B SECTIONS-Continued
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
ILLINOIS STEEL COMPANY
C B SECTIONS-Continued
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
Web Thickness, Inches
Decimal Fraction ------
.480 H
.450 it
.410 it
BEAMS
C B SECTIONS-Continued
,------ -- 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
ILLINOIS STEEL COMPANY
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
C B SECTIONS-Continued
~--------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
..
ILLINOIS STEEL COMPANY
C B SECTIONS-Continued
~-------- --------- --- -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
C B SECTIONS-Continued
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
ILLINOIS STEEL COMPANY
C B SECTIONS-Continued
..:"---------- - -- - ---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
C B SECTIONS-Continued
...------------------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
ILLINOIS STEEL COMPANY
C B SECTIONS-Continued
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
C B SECTIONS-Continued
~---- ----- - - - --- - -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
Web Thickness, Inches
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
...
ILLINOIS STEEL COMPANY
C B SECTIONS-Continued
«'------ - ----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
C B SECTIONS-Continued
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
ILLINOIS STEEL COMPANY
C B SECTIONS- Continued
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
Web Thickness, Inches
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
ILLINOIS STEEL COMPANY
"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
Web Thickness, Inches
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
ILLINOIS STEEL COMPANY
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
STRUCTURAL BEAMS-Continued
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
ILLINOIS STEEL COMPANY
STRUCTURAL BEAMS-Continued
~- - - - - - ----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
STRUCTURAL BEAMS-Continued
- ---::,.-
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 .; , , , , ,
ILLINOIS STEEL COMPANY
STRUCTURAL BEAMS-Continued
--~ 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
STRUCTURAL BEAMS-Continued
-"'-- 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 '",
ILLINOIS STEEL COMPANY
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,
Inches Pounds Decimal Fractional Decimal Fractional -------
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
ILLINOIS STEEL COMPANY
STRUCTURAL BEAMS-Continued
.,.--! 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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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 -~.
Web Thickness, Inches
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
AGRICULTURAL BEAMS-Continued
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
ILLINOIS STEEL COMPANY
AGRICULTURAL BEAMS-Continued
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
AGRICULTURAL BEAMS-Continued
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
Web Thickness, Inches
it it H I.
tI t. H tt I. n % I. t.
:; -t-
I I I 1 1 I
Weight per Foot, Pounds
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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.
Inches Pounds Decimal Fractional Decimal Fractional -------
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
~
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
" , ),'>
ILLINOIS STEEL COMPANY
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
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
'Furnished only by special arrangement.
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
Weight per Foot. Pounds
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
/'
ILLINOIS STEEL COMPANY
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
Weight per Foot, Pounds
~ 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
,;
(
ILLINOIS STEEL COMPANY
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
'Furnished only by special arrangement.
75
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
Weight per Foot, Pounds
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
ILLINOIS STEEL COMPANY
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
Weight per Foot, Pounds
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 %
°Furnished only by special arrangement.
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 __
Weight per Foot, Pounds
6.75 53 4.5 3.62 2.75
3.92 3 .19 2.44
1. 32 0.91
1. 08
0.92 O.~
ILLINOIS STEEL COMPANY
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,
Section Index Size, Inches
"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
Weight per Foot, Pounds
_55 ,86 ,96
1. 06 1. 27 ,96
1. 07 1. 19 1.43 1.18 1.46 1.36 1. 70
ILLINOIS STEEL COMPANY
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.
'Furnished only by special arrangement.
84
Weight per Foot, Pounds
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
- .~.
Section Index Size, Inches
"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
ILLINOIS STEEL COMPANY
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
'~ --~ ,
Weight per Foot, Pounds
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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.
"Furnished only by special arrangement.
92
T 510
Weight per Foot. Pounds
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
ILLINOIS STEEL COMPANY
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
•
ILLINOIS STEEL COMPANY
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
Weight per Foot. Pounds
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
'Furnished only by special arrangement.
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
Weight per Foot, Pounds
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
ILLINOIS STEEL COMPANY
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
·Furnished only by special arrangement.
101
ILLINOIS STEEL COMPANY
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
Weight per Foot, Pounds
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
Weight per Foot, Pounds
10.8
10 .8
ILLINOIS STEEL COMPANY
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':.. ----------- -- -- - ------..:
Rolled for Caterpillar Tractor Co.
Section Index Size, Inches Weight per Foot, Pounds
·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
, = ,
Rolled for Caterpillar Tractor Co.
Size, Inches
6/&x2HxH
6%x2hxH
7Vsx2hxt'.
"Furnished only by special arrangement.
105
Weight per Foot, Pounds
9.316
11.084
14.69
ILLINOIS STEEL COMPANY
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
'Furnished only by special arrangement.
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
ILLINOIS STEEL COMPANY
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
CONCRETE REINFORCEMENT BARS
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 . .....
·Furnished only by special arrangement.
109
ILLINOIS STEEL COMPANY
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
CONCRETE REINFORCEMENT BARS
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 .... . ...
·Furnished only by special arrangement.
111
ILLINOIS STEEL COMPANY
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
'Furnished only by special arrangement.
112
Weight per Foot, Pounds
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.
Section Index Size, Inches Weight per Foot, Pounds
·AU 6 4Ys x Ys 1.86
·AU 8 4Ys x . 123 1.74
· Furlllllhed only by speelal arrangement.
113
ILLINOIS STEEL COMPANY
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
Weight per Foot, Pounds
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
ILLINOIS STEEL COMPANY
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.
Section Index Size, Inches Weight per Foot,
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
ILLINOIS STEEL COMPANY
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
'Furnished only by special arrangement.
119
'(
ILLINOIS STEEL COMPANY
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
·Furnished only by special arrangement.
121
I
Weight per Foot, Pounds
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
°Furnished only by special arrangement.
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
ILLINOIS STEEL COMPANY
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.
Sizes not within this range may be submitted for consideration. For tables of weights, see pages 253 to 256, inclusive.
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.
Sizes not within this range may be submitted for consideration. For tables of weights, see pages 253 to 256, inclusive.
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
·Furnished only by special arrangement.
127
Weight per Foot, Pound.
11.4 8.8 7.8 6.7 5.6
1.6
0.9
1.3
ILLINOIS STEEL COMPANY
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. '-
Rolled for Caterpillar Tractor Co.
-Furnished only by special arrangement.
129
ILLINOIS STEEL COMPANY
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;
·Furnished only by special arrangement.
130
Weight per Foot. Pounds
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
ILLINOIS STEEL COMPANY
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
'Furnished only by special arrangement.
132
CAR BUILDING SECTIONS
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
ILLINOIS STEEL COMPANY
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
Section Index Size, Inches Weight per Foot,
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
, ,
CAR BUILDING SECTIONS
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
·Furnished only by special arrangement.
135
Weight per Foot, Pounds
1.598
6.8
"
ILLINOIS STEEL COMPANY
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.
'Furnished only by special arrangement.
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
\
..
ILLINOIS STEEL COMPANY
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
°Furnished only by special arrangement.
139
\
,
ILLINOIS STEEL COMPANY
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
to 2
5 24
to 1
5 14
to
10
of
Plat
e In
cl.
Incl
. In
cl.
Incl
. In
cl.
Incl
. In
c l.
Incl
. In
cl.
9 8
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e W
id.
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....
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960
960
960
960
X
800
900
1000
12
00
1500
15
50
1620
16
20
1080
96
0 96
0 h
1000
11
00
1200
14
40
1500
15
50
1620
16
20
1080
96
0 96
0 %
10
80
1200
13
80
1440
15
00
1550
16
20
1620
10
80
960
960
n 10
80
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13
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1440
15
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16
20
1620
10
80
960
960
~
1080
12
00
1380
14
40
1500
15
50
1620
16
20
1080
96
0 96
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1080
11
00
1300
14
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16
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96
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10
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12
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1380
15
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16
20
1620
10
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960
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10
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13
80
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15
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1620
16
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96
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10
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13
50
1480
14
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1500
15
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96
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10
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1000
11
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40
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14
40
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10
80
960
960
1 90
0 95
0 10
50
1250
13
80
1380
13
80
1380
10
80
960
960
1Ys
850
925
1000
12
00
1260
12
60
1260
12
60
960
960
840
1X
80
0 90
0 97
5 11
60
1160
11
60
1160
11
60
960
840
720
1%
780
850
950
1100
11
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1120
72
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740
800
925
1000
10
15
1015
10
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1015
64
0 60
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700
750
870
920
940
940
940
940
600
600
540
1~
675
725
800
850
870
870
870
870
540
480
480
1yg
650
700
750
790
810
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810
810
480
480
450
2 60
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late
. of
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ater
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ruo
than
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wn
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abov
e ta
ble
may
be
subm
itted
for
spe
cial
con
sIde
ratIO
n.
Any
int
erm
edia
te w
idth
or
thic
knes
s ca
n be
furn
ishe
d.
-
7 W
ide
960
960
960
960
960
960
960
960
960
840
800
720
720
560
560
540
480
430
420
360
6Ys
Wid
.
960
960
960
960
960
960
960
720
720
720
720
600
600
480
420
420
360
320
300
300
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84
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ide
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ide
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ide
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ide
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e W
id
Wid
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2Ys
360
360
360
775
775
680
610
540
515
498
488
478
463
450
442
42;
412
398
382
368
353
337
322
305
2;0
3 24
0 24
0 24
0 64
5 64
5 60
0 51
2 44
8 42
7 41
3 40
3 39
5 38
3 37
2 36
4 35
0 34
0 32
8 31
4 30
3 29
1 27
7 26
4 2;
0 20
8 3Y
s 24
0 24
0 24
0 55
0 55
0 49
5 43
5 38
0 36
2 35
1 34
3 33
5 32
5 31
4 30
8 29
6 28
8 27
7 26
5 25
5 24
5 23
3 22
2 21
0 17
0 4
180
180
180
480
480
425
377
328
312
302
295
288
280
272
265
255
248
238
230
220
210
200
190
180
160
4Ys
180
180
180
430
430
380
333
290
276
267
261
2;5
247
240
234
225
217
209
200
193
184
175
166
157
150
5 18
0 18
0 18
0 38
5 38
5 34
6 30
4 26
3 2;
1 24
3 23
7 23
1 22
3 21
7 21
2 20
3 19
7 19
0 18
1 17
4 16
6 16
0 15
5 15
0 14
6 5Y
s 15
0 15
0 15
0 35
0 35
0 30
4 26
6 23
0 21
9 21
2 20
7 20
1 19
5 18
9 18
4 17
7 17
1 16
5 16
0 15
5 15
0 14
5 14
0 13
8 ..
...
6 15
0 15
0 15
0 32
0 32
0 28
0 24
7 21
3 20
5 20
0 19
5 19
0 18
0 17
5 17
0 16
5 16
0 15
5 15
0 14
5 14
0 13
5 13
1 ..
...
....
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s 15
0 15
0 15
0 29
5 29
5 25
5 22
5 20
0 19
0 18
5 18
0 17
5 17
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5 16
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5 15
0 14
5 14
0 13
5 13
0 12
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... ..
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....
7 15
0 13
0 13
0 27
5 27
5 24
0 21
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5 18
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5 17
0 16
5 16
0 15
5 15
0 14
5 14
0 13
5 13
0 12
; 12
0 ..
...
....
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7Ys
150
130
130
2;5
2;5
220
195
175
170
165
160
155
150
145
140
135
130
12;
120
115
....
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...
.....
....
. ...
..
8 15
0 13
0 12
0 24
0 24
0 20
0 18
0 15
9 15
5 15
2 14
8 14
4 14
0 13
5 13
0 12
; 12
0 11
5 11
1 ..
... .
....
.....
.....
....
. ....
. 8Y
s 15
0 12
0 12
0 22
7 22
7 19
0 17
0 15
0 14
5 14
1 13
8 13
5 13
1 12
8 12
; 12
0 11
5 10
7 ..
... .
....
. ..
.. .
....
...
.. ..
... .
....
9
140
120
120
215
215
180
160
142
137
133
130
127
123
120
118
115
108
....
. ...
.. ..
...
....
. ...
.. ..
... ..
... ..
. 9Y
s ..
...
.....
...
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203
203
168
150
133
130
128
125
123
120
118
115
108
103
....
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.. .
.... .
....
....
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....
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.....
...
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....
193
19
3 15
8 14
0 12
8 12
6 12
4 12
2 12
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5 10
3 10
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...
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....
.....
183
18
3 15
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5 12
3 12
1 11
9 11
7 11
5 10
1 99
97
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... .
....
...
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....
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..
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17
5 17
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8 11
6 11
5 99
97
95
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7 16
7 13
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6 11
5 99
97
95
92
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160
16
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5 96
94
92
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12Ys
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153
15
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4 11
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92
90
88
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7 14
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88
86
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...
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....
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142
142
120
100
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84
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7 13
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14Ys
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....
132
13
2 11
7 92
80
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...
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....
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15
.....
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.. 12
8 12
8 11
5 88
78
..
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Col
umn
B ..
.. u
p t
o 6
0" in
wid
th a
nd I
S"
in th
ickn
e811
will
be
furn
ishe
d w
ith
Uni
vers
al r
olle
d ed
ges.
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
ce f
or m
achi
nin
g.
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
ILLINOIS STEEL COMPANY
<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
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
ILLINOIS STEEL COMPANY
A. S. C. E. RAILS-Continued
(AMERICAN SOCIETY OF CIVIL ENGINEERS')
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
A. S. C. E. RAILS-Continued
(AMERICAN SOCIETY OF CIVIL ENGINEERS')
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
ILLINOIS STEEL COMPANY
A. S. C. E. RAILS-Continued
(AMERICAN SOCIETY OF CIVIL ENGINEERS')
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
(AMERICAN SOCIETY OF CIVIL ENGINEERS')
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
ILLINOIS STEEL COMPANY
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,
Base, Inches Head, Inches Pounds
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
ILLINOIS STEEL COMPANY
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,
Base, Inches Head, Inches Pounds
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
ILLINOIS STEEL COMPANY
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
Base, Inches Head, Inches Pounds
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
ILLINOIS STEEL COMPANY
Section Index
B 10040
S 9040
S 8540
ANGLE SPLICE BARS FOR
A. S. C. E. RAILS
(AMERICAN SOCIETY OF CIVIL ENGINEERS')
SPLICE BARS
Weight per Foot, Pounds
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
(AMERICAN SOCIETY OF CIVIL ENGINEERS')
I '-
SPLICE BARS
Weight per Foot, Pounds
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
ILLINOIS STEEL COMPANY
ANGLE SPLICE BARS-Continued FOR
A. S. C. E. RAILS
(AMERICAN SOCIETY OF CIVIL ENGINEERS')
---.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
7.50 (unfinished) 5540
6.62 (unfinished) 5040
162
Section Index
S 10020
S 9020
SPLICE BAR SECTIONS
ANGLE SPLICE BARS-Continued FOR
A. R. A. RAILS-TYPE "Au
(AMERICAN RAILWAY ASSOCIATION)
SPLICE BARS
Weight per Foot, Pound.
19.04 (unfinished)
16.64 (unfinished)
163
RAILS
Section Index
10020
9020
Section Index
S 10030
S 9030
ILLINOIS STEEL COMPANY
ANGLE SPLICE BARS-Continued FOR
A. R. A. RAILS-TYPE "S"
(AMERICAN RAILWAY ASSOCIATION)
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
ILLINOIS STEEL COMPANY
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
S 4030A 3.74 (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 3530A 3.06 (unfinished) 3530
S 3030 3.97 (unfinished) 3030
S 3030A 2.96 (unfinished) 3030
167
ILLINOIS STEEL COMPANY
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
'.
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
°Furnished only by special arrangement.
173
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
~ 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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
WHEELS FOR STEAM RAILWAY SERVICE-Continued
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
WHEELS FOR STEAM RAILWAY SERVICE-Continued
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
ROUGH BORE AS SPECIFIED, FIGURES SHOW FINISHED SIZES
193
ILLINOIS STEEL COMPANY
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 , , -'-'-
ROUGH BORE AS SPECIFIED, FIGURES SHOW FINISHED SIZES.
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 .
ROUGH BORE AS SPECIFIED, FIGURES SHOW FINISHED SIZES
197
ILLINOIS STEEL COMPANY
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 ::;
Z o
--1'- ~
t. ~
'" '" ~ :s: o 0
¥ ~ I I
_....1-.-1._
S 1545
k------5~{.'---~ , , , , 1923A.r.A . CONTOUR '
S 1750
--r----- -"'-::' I
~ i --y- 1
I I I I I I I
~ , -< w z ::; z o
ROUGH BORE AS SPECIFIED, FIGURES SHOW FINISHED SIZES.
198
-:g
FO
RG
ED
CA
R A
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LO
CO
MO
TIV
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EN
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.
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WA
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, R
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D 1
928
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-
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EN
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Si
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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
ILLINOIS STEEL COMPANY
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
35.904
36.312
36.720
37.128
37.536
37.944
38.352
38.760
39.168
39.576
39.984
40.392
40.800
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WE
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11.8
3 12
.07
12.3
1 12
.55
12.7
9 13
.04
13.2
8 13
.52
13.7
6 14
.00
14.2
4 14
.48
14.7
3 14
.97
15.2
1 15
.45
15.6
9 15
.93
16.1
7 12
.50
12.7
5 13
.01
13.2
6 13
.52
13.7
7 14
.03
14.2
8 14
.54
14.7
9 15
.05
15.3
0 15
.56
15.8
1 16
.07
16.3
2 16
.58
16.8
3 17
.09
--------------------------------------
18
18U
18
)1
18~
19
19U
19
)1
19~
20
20U
20
)1
20~
21
21U
21
)1
21~
22
22U
22
)1
----------------------------------
._---
6.67
6.
76
6.86
6.
95
7.04
7.
13
7.23
7.
32
7.41
7.
50
7.60
7.
69
7.78
7.
88
7.97
8.
06
8.15
8.
25
8.34
7.
34
7.45
7.
55
7.65
7.
75
7.85
7.
96
8.06
8.
16
8.26
8.
36
8.47
8.
57
8.67
8.
77
8.87
8.
98
9.08
9.
18
8.20
8.
31
8.43
8.
54
8.66
8.
77
8.88
9.
00
9.11
9.
23
9.34
9.
45
9.57
9.
68
9.80
9.
91
10.0
2 10
.14
10.2
5 9.
06
9.18
9.
31
9.44
9.
56
9.69
9.
81
9.94
10
.06
10.1
9 10
.32
10.4
4 10
.57
10.6
9 10
.82
10.9
4 11
.07
11.2
0 11
.32
10.1
0 10
.24
10.3
8 10
.52
10.6
6 10
.80
10.9
4 11
.08
11.2
2 11
.36
11.5
0 11
.64
11.7
8 11
.92
12.0
6 12
.20
12.3
4 12
.48
12.6
2 11
02
11.1
7 11
.32
11.4
8 11
.63
11.7
8 11
.93
12.0
9 12
.24
12.3
9 12
.55
12.7
0 12
.85
13.0
1 13
.16
13.3
1 13
.46
13.6
2 13
.77
12.4
2 12
.60
12.7
7 12
.94
13.1
1 13
.29
13.4
6 13
.63
13.8
0 13
.98
14.1
5 14
.32
14.4
9 14
.67
14.8
4 15
.01
15.1
8 15
.36
15.5
3 13
.46
13.6
5 13
.84
14.0
3 14
.21
14.4
0 14
.59
14.7
7 14
.96
15.1
5 15
.33
15.5
2 15
.71
15.9
0 16
.08
16.2
7 16
.46
16.6
4 16
.83
14.5
7 14
.77
14.9
7 15
.17
15.3
7 15
.58
15.7
8 15
.98
16.1
8 16
.39
16.5
9 16
.79
16.9
9 17
.20
17.4
0 17
.60
17.8
0 18
.00
18.2
1 15
.85
16.0
7 16
.29
16.5
1 16
.73
16.9
5 17
.17
17.3
9 17
.61
17.8
3 18
.05
18.2
7 18
.49
18.7
1 18
.93
19.1
5 19
.37
19.5
9 19
.81
17.3
8 17
.62
17.8
6 18
.11
18.3
5 18
.59
18.8
3 19
.07
19.3
1 19
.55
19.7
9 20
.04
20.2
8 20
.52
20.7
6 21
.00
21.2
4 21
.48
21.7
3 18
.36
18.6
2 18
.87
19.1
3 19
.38
19.6
4 19
.89
20.1
5 20
.40
20.6
6 20
.91
21.1
7 21
.42
21.6
8 21
.93
22.1
9 22
.44
22.7
0 22
.95
17
17U
----
6.30
6.
39
6.94
7.
04
7.75
7.
86
8.5~
8.
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9.54
9.
68
10.4
0 10
.56
11.7
3 11
.91
12.7
2 12
.90
13.7
6 13
.96
14.9
7 15
.19
16.4
2 16
.66
17.3
4 17
.60
----
22~
23
----
8.43
8.
52
9.28
9.
38
10.3
6 10
.48
11.4
5 11
.57
12.7
6 12
.90
13.9
2 14
.08
15.7
0 15
.87
17.0
2 17
.20
18.4
1 18
.61
20.0
3 20
.25
21.9
7 22
.21
23.2
1 23
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17)1
-- 6.49
7.
14
7.97
8.
81
9.82
10
.71
12.0
8 13
.09
14.1
6 15
.41
16.9
0 17
.85
--
23U
-- 8.62
9.
49
10.5
9 11
.70
13.0
4 14
.23
16.0
5 17
.39
18.8
1 20
.47
22.4
5 23
.72
17~
-- 6.58
7.
24
8.09
8.
93
9.96
10
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12.2
5 13
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14.3
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17.1
4 18
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--
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-- 8.71
9.
59
10.7
1 11
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13.1
8 14
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16.2
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19.0
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22.6
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WE
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WID
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23~ I
24
I 24~ I
24~ I
24%
I 25
I 2
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25~ I
25~ I
26
I 26~ I
26~ I
26%
I 27
I 2
m
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28
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28~ I
28~ I
29
I 29~
8.80
8.
89
8.99
9
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9.
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r 9.
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9.45
9.
54
9.64
9.
73
9.82
9.
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10.0
1 10
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10.1
9 10
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10.3
8 10
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10.5
6 10
.75
10.8
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69
9.79
9.
89
10.0
0 10
.10
10.2
0 10
.30
10.4
0 10
.51
10.6
1 10
.71
10.8
1 10
.91
11.0
2 11
.12
11.2
2 11
.32
11.4
2 11
.53
11.6
3 11
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11.9
3 10
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10.9
3 11
.05
11.1
6 11
.28
11.3
9 11
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11.6
2 11
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11.8
5 11
.96
12.0
7 12
.19
12.3
0 12
.42
12.5
3 12
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12.7
6 12
.87
12.9
8 13
.21
13.3
3 11
.95
12.0
8 12
.20
12.3
3 12
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12.5
8 12
.71
12.8
3 12
.96
13.0
8 13
.21
13.3
3 13
.46
13.5
9 13
.71
13.8
4 13
.96
14.0
9 14
.22
14.3
4 14
.59
14.7
2
13.3
2 13
.46
13.6
0 13
.74
13.8
8 14
.03
14.1
7 14
.31
14.4
5 14
.59
14.7
3 14
.87
15.0
1 15
.15
15.2
9 15
.43
15.5
7 15
.71
15.8
5 15
.99
16.2
7 16
.41
14.5
4 14
.69
14.8
4 14
.99
15.1
5 15
.30
15.4
5 15
.61
15.7
6 15
.91
16.0
7 16
.22
16.3
7 16
.52
16.6
8 16
.83
16.9
8 17
.14
17.2
9 17
.44
17.7
5 17
.90
16.3
9 16
.56
16.7
4 16
.91
17.0
8 17
.26
17.4
3 17
.60
17.7
7 17
.95
18.1
2 18
.29
18.4
6 18
.64
18.8
1 18
.98
19.1
5 19
.33
19.5
0 19
.67
19.8
4 20
.02
20.1
9 17
.77
17.9
5 18
.14
18.3
3 18
.51
18.7
0 18
.89
19.0
7 19
.26
19.4
5 19
.64
19.8
2 20
.01
20.2
0 20
.38
20.5
7 20
.76
20.9
4 21
.13
21.3
2 21
.51
21.6
9 21
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~1~1
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.91
21.1
3 21
.35
21.5
7 21
.79
22.0
2 22
.24
22.4
6 22
.68
22.9
0 23
.12
23.3
4 23
.56
23.7
8 24
.00
24.2
2 24
.44
24.6
6 24
.88
25.1
0 25
.32
25.5
4 25
.76
22.9
3 23
.17
23.4
2 23
.66
23.9
0 24
.14
24.3
8 24
.62
24.8
6 25
.11
25.3
5 25
.59
25.8
3 26
.07
26.3
1 26
.55
26.8
0 27
.04
27.2
8 27
.52
27.7
6 28
.00
28.2
4 24
.23
24.4
8 24
.74
24.9
9 25
.25
25.5
0 25
.76
26.0
1 26
.27
26.5
2 26
.78
27.0
3 27
.29
27.5
4 27
.80
28.0
5 28
.31
28.5
6 28
.82
29.0
7 29
.33
29.5
8 29
.84
29~
29~
30
30~ 30~
30~
31
31~
31~
31~
32
32~
32~ 32~
33
33~ 33~ 33~
34
34~ 34~
Mr ----
10.9
3 11
.03
11.1
2 11
.21
11.3
0 11
.40
11.4
9 11
.58
11.6
7 11
.77
11.8
6 11
.95
12.0
4 12
.14
12.2
3 12
.32
12.4
2 12
.51
12.6
0 12
.69
12.7
9 12
. 12
.97
12.0
4 12
.14
12.2
4 12
.34
12.4
4 12
.55
12.6
5 12
.75
12.8
5 12
.95
13.0
6 13
.16
13.2
6 13
.36
13.4
6 13
.57
13.6
7 13
.77
13.8
7 13
.97
14.0
8 14
.18
14.2
8 13
.44
13.5
5 13
.67
13.7
8 13
.90
14.0
1 14
.12
14.2
4 14
.35
14.4
7 14
.58
14.6
9 14
.81
14.9
2 15
.03
15.1
5 15
.26
15.3
8 15
.49
15.6
0 15
.72
15.8
3 15
.95
14.8
4 14
.97
15.1
0 15
.22
15.3
5 15
.47
15.6
0 15
.73
15.8
5 15
.98
16.1
0 16
.23
16.3
5 16
.48
16.6
1 16
.73
16.8
6 16
.98
17.1
1 17
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17.3
6 17
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17.6
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16.5
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16.8
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17.1
1117
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17.3
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17.6
7117
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17.9
5118
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18.2
3118
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18.5
1118
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18.7
9118
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19.0
7119
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19.3
5119
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19.6
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18.0
5 18
.21
18.3
6 18
.51
18.6
7 18
.82
18.9
7 19
.13
19.2
8 19
.43
19.5
8 19
.74
19.8
9 20
.04
20.2
0 20
.35
20.5
0 20
.66
20.8
1 20
.96
21.1
1 21
.27
21.4
2 20
.36
20.5
3 20
.71
20.8
8 21
.05
21.2
2121
.40
21.5
7 21
.74
21.9
1 22
.09
22.2
6 22
.43
22.6
0 22
.78
22.9
5 23
.12
23.2
9 23
.47
23.6
4 23
.81
23.9
8 24
.16
22.0
7 22
.25
22.4
4 22
.63
22.8
1 23
.00
23.1
9 23
.38
23.5
6 23
.75
23.9
4 24
.12
24.3
1 24
.50
24.6
8 24
.87
25.0
6 25
.25
25.4
3 25
.62
25.8
1 25
.99
26.1
8
23.871
24.071
24.281
24.481
24.681
24.881
25.091
25.291
25.491
25.691
25.891
26.101
26.3°1
26.5°1
26.7~
26.9
1127
.111
27.3
1127
.511
27.7
2127
.921
28.1
2128
.32
25.9
8 26
.20
26.4
2 26
.64
26.8
6 27
.08
27.3
0 27
.52
27.7
4 27
.96
28.1
8 28
.40
28.6
2 28
.84
29.
29.2
8 29
.50
29.7
2 29
.94
30.1
6 30
.38
30.6
0 30
.82
28.4
9 28
.73
28.9
7 29
.21
29.4
5 29
.69
29.9
3 30
.18
3D.4
2 30
.66
30.9
0 31
.14
31.3
8 31
.62
31.
32.1
1 32
.35
32.5
9 32
.83
33.0
7 33
.31
33.5
5 33
.80
30.0
9 30
.35
30.6
0 30
.86
31.1
1 31
.37
31.6
2 31
.88
32.1
3 32
.39
32.6
4 32
.90
33.1
5 33
.41
33.
33.9
2 34
.17
34,4
3 34
.68
34.9
4 35
.19
35.4
5 35
.70
.....
~.
,,0
:Q1:i
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. 35~
35~
35~
E-<~ ------
12
13.0
6 13
.16
13.2
5 11
14
.38
14.4
8 14
.59
10
16.0
6 16
.17
16.2
9 9
17.7
4 17
.86
17.9
9
8 19
.78
19.9
2 20
.06
7 21
.57
21.7
3 21
.88
6 24
.33
24.5
0 24
.67
5 26
.37
26.5
5 26
.74
~ '"
4 28
.52
28.7
3 28
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3 31
.04
31.2
6 31
.48
2 34
.04
34.2
8 34
.52
1 35
.96
36.2
1 36
.47
------
41
41~
41~
------
12
15.1
9 15
.29
15.3
8 11
16
.73
16.8
3 16
.93
10
18.6
8 18
.79
18.9
1 9
20.6
3 20
.76
20.8
8
8 23
.00
23.1
4 23
.28
7 25
.09
25.2
5 25
.40
6 28
.30
28.4
7 28
.64
6 30
.67
30.8
6 31
.04
4 33
.18
33.3
8 33
.58
3 36
.10
36.3
2 36
.54
2 39
.59
39.8
3 40
.07
1 41
.82
42.0
8 42
.33
WE
IGH
TS
OF
FL
AT
RO
LL
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ST
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Pou
nds
Pe
r Li
neal
F
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TA
BL
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II-{
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tin
ue
d
------------
----
WID
TH
, IN
CH
ES
36
36~
36~
36~
37
3N
37~
3m
38
38~
38~
38~
39
39~
39~
39~
40
40~
------------------------------------
13.3
4 13
.43
13.5
3 13
.62
13.7
1 13
.80
13.9
0 13
.99
14.0
8 14
.18
14.2
7 14
.36
14.4
5 14
.55
14.6
4 14
.73
14.8
2 14
.92
14.6
9 14
.79
14.8
9 14
.99
15.1
0 15
.20
15.3
0 15
.40
15.5
0 15
.61
15.7
1 15
.81
15.9
1 16
.01
16.1
2 16
.22
16.3
2 16
.42
16.4
0 16
.52
16.6
3 16
.74
16.8
6 16
.97
17.0
9 17
.20
17.3
1 17
.43
17.5
4 17
.65
17.7
7 17
.88
18.0
0 18
.11
18.2
2 18
.34
18.1
2 18
.24
18.3
7 18
.49
18.6
2 18
.74
18.8
7 19
.00
19.1
2 19
.25
19.3
7 19
.50
19.6
2 19
.75
19.8
8 20
.00
20.1
3 20
.25
20.2
0 20
.34
20.4
8 20
.62
20.7
6 20
.90
21.0
4 21
.18
21.3
2 21
.46
21.6
0 21
.74
21.8
8 22
.02
22.1
6 22
.30
22.4
4 22
.58
22.0
3 22
.19
22.3
4 22
.49
22.6
4 22
.80
22.9
5 23
.10
23.2
6 23
.41
23.5
6 23
.72
23.8
7 24
.02
24.1
7 24
.33
24.4
8 24
.63
24.8
5 25
.02
25.1
9 25
.36
25.5
4 25
.71
25.8
8 26
.06
26.2
3 26
.40
26.5
7 26
.75
26.9
2 27
.09
27.2
6 27
.44
27.6
1 27
.78
26.9
3 27
.12
27.3
0 27
.49
27.6
8 27
.86
28.0
5 28
.24
28.4
2 28
.61
28.8
0 28
.99
29.1
7 29
.36
29.5
5 29
.73
29.9
2 30
.11
29.1
3 29
.33
29.5
4 29
.74
29.9
4 30
.14
30.3
5 30
.55
30.7
5 30
.95
31.1
5 31
.36
31.5
6 31
.76
31.9
6 32
.17
32.3
7 32
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6 ------------------------------------
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0 ----------------------------
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60 1
33.2
9 13
3.98
134
.67
135.
36 1
36.0
5 13
6.74
137
.43
138.
13 1
38.8
2 13
9.51
140
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140.
89
141.
31 1
42.0
6 14
2.80
143
.54
144.
29 1
45.0
3 14
5.78
146
.52
147.
26 1
48.0
1 14
8.75
149
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150.
24 1
50.9
8 15
1.73
15
1.41
152
.20
153.
00 1
53.8
0 15
4.59
155
.39
156.
19 1
56.9
8 15
7.78
158
.58
159.
38 1
60.1
7 16
0.97
161
.77
162.
56
161.
50 1
62.3
5 16
3.20
164
.05
164.
90 1
65.7
5 16
6.60
167
.45
168.
30 1
69.1
5 17
0.00
170
.85
171.
70 1
72.5
5 17
3.40
18
1.69
182
.64
183.
60 1
84.5
6 18
5.51
186
.47
187.
43 1
88.3
8 18
9.34
190
.29
191.
25 1
92.2
1 19
3.16
194
.12
195.
08
201.
88 2
02.9
4 20
4.00
205
.06
206.
13 2
07.1
9 20
8.25
209
.31
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38 2
11.4
4 21
2.50
213
.56
214.
63 2
15.6
9 21
6.75
22
2.06
222
.23
224.
40 2
25.5
7 22
6.74
227
.91
229.
08 2
30.2
4 23
1.41
232
.58
233.
75 2
34.9
2 23
6.09
237
.26
238.
43
242.
25 2
43.5
3 24
4.80
246
.08
247.
35 2
48.6
3 24
9.90
251
.18
252.
45 2
53.7
3 25
5.00
256
.28
257.
55 2
58.8
3 26
0.10
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2.44
263
.82
265.
20 2
66.5
8 26
7.96
269
.34
270.
73 2
72.1
1 27
3.49
274
.87
276.
25 2
77.6
3 27
9.01
280
.39
281.
78
282.
63 2
84.1
1 28
5.60
287
.09
288.
58 2
90.0
6 29
1.55
293
.04
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53 2
96.0
1 29
7.50
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48 3
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6 30
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52
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21.7
8 21
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21.9
9 22
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1 27
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27.3
6 27
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27.6
3 27
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32.6
7 32
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32.9
9 33
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1 38
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0 38
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8 38
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43.5
6 43
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43.9
9 44
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1 54
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2 54
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55.2
5 55
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4 65
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65.9
8 66
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2 76
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76.6
1 76
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77.3
5 77
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87.1
3 87
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87.9
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88.8
3 98
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9 98
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91 1
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80 1
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0.97
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13
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69 1
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3 13
1.96
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24
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58 1
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7 14
2.96
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34
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47 1
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1 15
3.96
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44
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36 1
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6 16
4.95
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55
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5.95
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65
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9 19
7.94
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81 2
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9.94
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239.
59 2
40.7
6 24
1.93
243
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27
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5 26
3.93
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48
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4 28
5.92
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3 30
7.91
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1.22
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8 39
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39.7
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40.1
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40.5
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40.9
1 41
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41.2
8 41
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41.6
5 41
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42.0
2 42
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45.2
6 45
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45.6
9 45
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46.1
1 46
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46.5
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46.9
6 47
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47.3
9 47
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47.8
1 48
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4 56
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56.8
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57.3
8 57
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57.9
1 58
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58.4
4 58
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58.9
7 59
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59.5
0 59
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60.0
3 60
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67.8
9 68
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68.5
3 68
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69.1
7 69
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69.8
1 70
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4 70
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71.0
8 71
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71.7
2 72
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6 79
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79.5
8 79
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80.3
3 80
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81.0
7 81
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81.8
1 82
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82.5
6 82
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83.3
0 83
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4 84
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90.5
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91.3
8 91
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92.2
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93.0
8 93
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93.9
3 94
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3 96
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8 10
1.84
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80 1
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3.75
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71 1
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5.67
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62 1
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53
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4.22
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8.47
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53 1
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4.47
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6.81
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28.5
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9.15
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1.48
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7.06
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38.9
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9.61
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89 1
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3 14
2.16
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44 1
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8 14
4.71
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7.10
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48 1
49.1
8 14
9.87
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25 1
51.9
4 15
2.63
153
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01 1
54.7
0 15
5.39
156
.08
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77
158.
42 1
59.1
6 15
9.91
160
.65
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39 1
62.1
4 16
2.88
163
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37 1
65.1
1 16
5.86
166
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34 1
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9 16
8.83
16
9.73
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.53
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33 1
72.1
3 17
2.92
173
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52 1
75.3
1 17
6.11
176
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70 1
78.5
0 17
9.30
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89
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81.9
0 18
2.75
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45 1
85.3
0 18
6.15
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85 1
88.7
0 18
9.55
190
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25 1
92.1
0 19
2.95
20
3.68
204
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59 2
06.5
5 20
7.51
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.46
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42 2
10.3
8 21
1.33
212
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24 2
14.2
0 21
5.16
216
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07
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31 2
27.3
8 22
8.44
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56 2
31.6
3 23
2.69
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81 2
35.8
8 23
6.94
238
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06 2
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3 24
1.19
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8.94
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28 2
52.4
5 25
3.62
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96 2
57.1
3 25
8.29
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63 2
61.8
0 26
2.97
264
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31
271.
58 2
72.8
5 27
4.13
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.40
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68 2
77.9
5 27
9.23
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78 2
83.0
5 28
4.33
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88 2
88.1
5 28
9.43
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4.21
295
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97 2
98.3
5 29
9.73
301
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49 3
03.8
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5.26
306
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0 31
0.78
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54
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18.3
3 31
9.81
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79 3
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8 32
5.76
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3 33
1.71
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69 3
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8 33
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9.47
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66 3
44.2
5 34
5.84
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03 3
50.6
3 35
2.22
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8.59
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5.50
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2.30
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9.10
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80 4
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1.35
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63 5
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68.0
5 68
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68.9
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3 69
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0 70
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7 70
. 70
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0 71
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7 71
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72.3
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7 78
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3.17
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9.38
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4.05
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6.60
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2.17
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59 2
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6.66
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72 2
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2.65
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26.7
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7.32
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28.4
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9.08
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79 2
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9.06
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34 2
40.9
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1.61
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42.8
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3.53
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80 2
45.4
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6.08
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7.99
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26 2
49.9
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56.9
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58.9
8 25
9.68
260
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61.7
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2.44
263
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82 2
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89 2
66.5
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7.27
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65 2
69.3
4 27
0.03
270
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6.68
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39 2
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1.88
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60 2
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7.09
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64 2
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4 29
7.23
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0.42
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06.8
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7.59
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9.98
310
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58 3
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8 31
3.17
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5.35
316
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8.75
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1.50
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77 3
55.7
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6.68
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59 3
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3.38
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66.2
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7.20
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0.07
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4 37
3.89
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5.25
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56 4
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63.7
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5.25
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69.7
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73.2
6 73
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3 73
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74.0
0 74
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74.3
8 74
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5 74
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7.26
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8.75
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1.73
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7.45
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0.85
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2.55
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9.34
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1.25
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3.16
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9.31
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1.44
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3.56
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5.69
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1.41
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1.38
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3.49
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6.25
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9.01
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4.19
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3.97
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No.
10
22.6
23
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24.2
N
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26
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.8
27.8
28
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29.8
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21
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18
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19
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20
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21
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22
22~
23
23~
24
24~
25
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7.4
7.9
8.3
8.8
9.2
9.7
10.2
10
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11.2
11
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12.3
12
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13.4
14
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8.7
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11
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12
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13.5
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14.8
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16.0
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15.1
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16.5
17
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17.9
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12.5
13
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17
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18.2
19
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20
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11
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14
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16
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17.0
17
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18.6
19
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20.3
21
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22.0
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20.2
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24.5
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26.9
28
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29.4
30
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33
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26
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27.8
29
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30.7
32
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35
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36.8
38
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28
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31
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33.4
35
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38
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40.4
42
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44.1
46
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50
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29
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33
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35.1
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3 --------------------------------
29
29~
30
30~
31
31~
32
32~
33
33~
34
34~
35
36
37
38
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128.0
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20.4
21
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21.8
22
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23.3
24
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25
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26.4
27
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28.9
29
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26.5
27
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28.2
29
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30.0
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31.8
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34.6
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29.6
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31.5
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33.5
34
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35.5
36
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38.6
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30.6
31
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32.7
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34.8
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37.0
38
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39.2
40
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34.2
35
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36.4
37
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42
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ILLINOIS STEEL COMPANY
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
SQUARE AND ROUND 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
ILLINOIS STEEL COMPANY
SQUARE AND ROUND BARS
Weight per Foot, Pounds
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
: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
(
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
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
ILLINOIS STEEL COMPANY
SUBJECT INDEX-Continued
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
SUBJECT INDEX-Continued
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
ILLINOIS STEEL COMPANY
SUBJECT INDEX-Continued
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 .