HOT ROLLED
CARBON STEEL
STRUCTURAL SHAPES
8/36
HOT ROLLED
CARBON STEEL
STRUCTURAL SHAPES
Apptoved By _
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no.
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of Sfandarth R216-46,
February 15, 1946
L
I1I[QUl
SUPPLEMENTARY INFORMATION
l
""
Structural Tees Cut from Beams
Plate Size limitation Tables
Floor Plotes
Steel Sheet Piling
Bearing Piles
'"
UCTIO'"
Crane Rails
........
Corrugated Sheeting
Standard Mill Practices
CARNEGIE·ILLINOIS STEEL CORPORATION . Pittsburgh and Chicago
COLUMBIA STEEL COMPANY . . .
TENNESSEE COAL, IRON & RAILROAD COMPANY
-
...
..Ern
San Francisco
Birmingham
nool
UN1TEO STATES STEEL EXPORT COMPANY
u potl DWribvton -
........
v...t.
UNmD STATES STEEL SUPPLY COMPA NY
W.... ho ... D!oIribu!on _ Chkqo
"'Tn
"''''
UNITED STATES STEEL
--...
CARNEGIE.ILLINOIS STEEL CORPORATION
Plntbwoh, PCI. - ChlcClOCI, III.
TfNNESSEE COAL, IRON AND RAILROAD COMPANY
BI,.. I~o"""', AI.,.
COLUMBIA STEfL COMPANY
s..~ f""",ioco. c.. ..
""Io'lled in US.A.
L_
1948 PRINTING
Achr.171)1
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Cll.l-j
IN COMPliANCE with the recommendation of the U. S. Department
of Commerce, National Bureau of Standards, this publication provides
data pertaining to Simplified Practice Recommendation R216-46
for Hot Rolled Carbon Steel Structural Shapes and includes
nominal dimensions, weights, properties and dimensions for detailing.
Data pertaining to other rolled products in common use by
designers and fabricators are included as a molter of ready reference.
This publication supersedes earlier U·S·S publications Simplified
Structural Steel Shapes, Structural Sections and Pocket Companion.
[
STD.
....[
" IP
L
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This edition is issued jointly by
CARNEGIE-ILLINOIS STEEL CORPORATION
TENNESSEE COAL, IRON AND RAILROAD COMPANY
COLUMBIA STEEL COMPANY
L
UNEQUAL
l
IUU
Each company sells all the products listed, regardless of where
produced.
The following symbols used with the sections indicate in which
district or districts they are produced.
P. Produced in Pittsburgh district of Carnegie-Illinois Steel Corporation.
C. Produced in Chicago district of Carnegie-Illinois Steel Corporation.
S. Produced in Birmingham district by Tennessee Coal, Iron and
Railroad Company.
S. Produced in Pacific Coast district by Columbia Steel Company.
G. Produced in Geneva district by Geneva Steel Company.
TI
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SECTIONS OBTAINABLE IN USS HIGH-STRENGTH
LOW-ALLOY STEELS
All the structural and car building sections shown in this publication except CB-362 and unequal angle A645 (2 ' x1 14 ' ) can be
furnished in U·S·S High-Strength, Low-Alloy Steels. Sections in
U·S·S High-Strength, Low-Alloy Steels are not produced in all
districts which produce the same sections in carbon steel. Consult the
District Sales Office regarding the plant from which specific sections
can be furnished.
nOOIl
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,.......
. ,~
WIDE FLANGE
I
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SlCIion
.1Id..
District
RoIllII
No.. I~,1
Silt
,c {
36' WF
CB 362
36 x 16~
R- 1.02
36" WF
CB 361
36 x 12
P. C.
R_.80
, c{
CB SECTIONS
,- -,
PROPE RTIES OF SEalONS
,
. .. - -
"q
••• ,
r.;. • ""•
, • ,
,
• -'"
-Co. - - - - - - - - - ---,.
r-,•.
In.'
'". I~ '". '".
~
D.pt~
Wlltbl
SICIiOl'l
In,'
A.ill-!
Bini"
Thick·
In.'
88.17 36.72 16.655
81.31 36.50 16.595
76.56 36.24 16.555
72.03 36.'" 16.512
61.13 35.88 16.475
1.680 .945 21)290.2 nos.!
1.570 .885 18819.3 1031.2
1.440 .845 17233.8 951.1
1.350 .801 16092.2 892.5
1.260 .765 14988.4 835.5
194
181
170
160
150
57.11 36." 12.117
53.54 36.32 12.072
49.98 36.16 12.021
47.09 36.00 12.000
44.16 35.84 11.972
1.260
1.180
1.100
1.020
.940
.no
12103.4
.125 11281.5
.680 10410.0
.653 9738.8
.615 9012.1
140 70.52 33.50 15.865 1.400 .830 135&5.1
CB331 220 64.73 33.25 15.810 1.275 .775 12312.1
33 xIS", 100
58." 33.00 15.750 1.150 .715 U048.2
R_.96
'C {
33xl1~
R_.75
,o{
30' WF
CB301
30 x 15
R_.91
27" WF
,. C {
CB 271
27 llO
R_.64
663.6
621.2
579.1
541.0
S02.9
15.11 IZ2S.2 147.1 3.73
15.12 1127.5 135.9 3.70
15.00 1020.6 123.3 3.65
14.95 944.7 114.4 3.61
14.88 870.9 105.1 3.59
14.56
14.52
14.47
14.38
14.29
355.4
327.7
300.6
275.4
250.4
58.7
54.3
50.0
45.9
41.8
2.49
2.47
2.45
2.42
2.38
BiLl 13.88 874.3 llO.2 3.52
740.6 13.79 782.4 99.0 3.48
669.6 13.71 691.1 87.8 3.43
151 44.71 33.50 II.S6S 1.055 .635
141 41.51 33.31 11.535 .960 .605
130 38.26 33.10 11.510 .855 .580
8147.6
7442.2
6699.0
486.4 13.50 2S6.l
446.8 13.39 "'.7
404.8 13.23 201.4
"..
110 61.78 30.38 15.105 1.315 .775
190 55.90 30.12 15.040 1.185 .710
171 50.65 29.88 14.985 1.065 .655
9872.4
8825.9
7891.5
649.9 12.64 707.9
586.1 12.57 624.6
528.2 12.48 550.1
83.1 3.34
30' Wf 131 38.83
CB 30t
114 36.45
'C { 30 x 11l~ 116 34.13
R_JO 108 31.71
27" WF
CB272
'C { 27 x 14
R_.86
In.'
300
180
160
145
130
33' WF
33· WF
CB 331
All12·2
Thld·
30.30
30.16
30.00
29.81
11l.551 1.000 .615
11l.521 .930 .585
HI.5OO .850 .564
ID.484 .760 .54'
177 52.10 27.31 14.090 1.190 .725
160 47.04 27.08 14.023 1.075 .658
145 42.68 26.88 13.965 .975 .600
II.
33.53 27.28 10.070
101 30.01 27.07 10.018
94 27.65 26.91 9.990
F... ke,( 10 I,(mballi" Rn!
~olum",
.932 .570
.827 .518
.747 .490
...... 10 _ 1 .
4
5753.1 379.1 12.11
5347.1 354.6 12.l1
4919. 1 327.9 12.00
4461.1l 299.2 11.85
44.3 1."
2.35
35.0 1.19
93.7 3.36
73.4 3.31l
185.1l
169.7
153.2
135.1
35.1 2.18
32.3 2.16
19.2 2.12
25.8 1.'"
6728.6
6018.6
5414.3
492.8 11.36 518.9
444.5 11.31 458.0
402.9 11.26 406.9
73.7 3.16
65.3 3.12
58.3 3.09
4080.5
199.1 11 .03
266.3 10.96
242.8 10.87
29.7 2.11
25.9 2.08
23.0 1.04
3604.1
3266.1
149.6
129.5
115.1
I
CB
I
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WIDE FLANGE
I
CB SECTIONS
DIMENSIONS OF SECTIONS
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CBL·S·J
STUll
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1.-1~
Section
Index
and
Nominal
Depth
Weight
f~~t
STD.
Depth
of
Section
Flanee
Width
Web
Half
Thick· Thick· Thick·
ness
ness ness
Distance
Q
f
0
d,
Min.
40%
407ij
39%
39%,
4
4
3%,
3%,
39~
3~
38~
Clear.
Usual
Gage
II'
h
- - - - --- - - - - .- - - - - - - - Lbs.
In.
In.
In.
In.
In.
In.
In.
In.
In.
In.
In.
- - - - -- - - - - - - - -- - - - - -In.- --
36' WF
CB 362
36 X 16~
R=1.02
36~
16%
16%
36U
36
35%
16~
16~
16~
36'WF
CB 361
36 X 12
R=.80
194
182
170
160
150
36~
36%
367ij
36
35%
127ij
127ij
12
12
12
17ij
1
%
33U
33
15%
15%,
15%,
1%
lU
17ij
11%
IJ{s
%
;11
33" WF 240
CB 332 220
33 X 15%, 200
R=.96
36%,
l1K& I%;
300
280
260
245
230
33~
1~6
1~6
~
%
%
%;
%;
%'
%
%
1%
lU
1~
lU
1~
1~
%'
IK&
%
%
%
1>16
%
~6
~6
%
%;
%'
%
%
l~
33' WF
CB 331
33 X 11~
R=.75
152
141
130
33~
30' WF
CB 302
30 X 15
R=.91
210
190
172
30%
307ij
29;11
157ij
15
15
30" WF
CB 301
30 X 10~
R=.70
132
124
116
108
30U
307ij
30
29;11
10~
10~
10~
10~
1
%
%'
~6
~6
%
27' WF
CB 272
27 X 14
R=.86
177
160
145
27U
277ij
26%
147ij
14
14
1~
%'
%
%
~
~6
27' WF
CB 271
27 X 10
R=.64
114
102
94
27U
277ij
26%
107ij
10
10
33U
337ij
11~
11~
1~6
1~6
1>16
1~
1>16
1
1~6
1~6
%'
%
%
%;
1~
%
%
~
%'
1>16
%
%
~
~
~
~6
~6
~6
%;
%;
%;
Va
~
U
U
7%
7%
7%
7%
7%
317ij
317ij
317ij
317ij
317ij
2I%;
21K&
5%
5%
5%
5%
5%
32U
32U
32U
32U
32U
27ij
2J{s
7~
7~
7~
28%
28%
28%
2%;
5~
5~
5~
29%,
29%,
29%,
1%
I%,
l1K&
77ij
77ij
77ij
25%,
25%,
25%,
2~6
2~6
5
5
5
5
2%
~
~
~
~6
5~
5~
5~
5~
%;
5>1
3U
3U
3U
3
3
%;
5~
5~
5~
5~
5~
3%,
3~
3~
~
%;
%;
5~
5~
5~
35U
357ij
3
3
3
%
%
%
5~
5~
5~
34
33%,
3~
3~
%;
~6
2>16
33~
3U
%
5~
5~
5~
26;11
26%
26%
26%
11>16
1%
327ij
31%
31%'
31%
3
3
2%'
2%'
%
%
%
%
5~
5~
5~
5~
6%,
6%,
6%,
23
23
23
27ij
2J{s
30%,
%;
11~
30%
3U
3U
3U
5~
5~
5~
4%,
4%,
4%'
24
24
24
1%
297ij
28%
28%,
2%'
2%,
2%'
Gages g. are based on flA' edge distance ('T/a' maximum rivet).
5
2~6
2~6
II'z
11~6
1%
11~
27,{s
2~
1~
1~
1~
1~6
38%
38Ys
38
37%
377ij
36%
36%
35~
30~
~6
~6
%
%
[
CAR'
SHip
L
EQUal
L
UNEQUal
L
BULB
TJ
T
SPLIT
%
%
%
~6
%'6
5~
5~
5~
CAR
SECTIONS
CRANE
RAILS
CORRUG.
SHEETS
'lUNa
flOOR
PLATES
PlATES
MILL
PRACTICES
WIDE FLANGE
I
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."
Homlul
4
24" WF
P.C{
CB 242
CB243
24 X 14
R_JO
24" WF
24 X12
R_.70
.,r.:.... ,,"
....
110 35.29 24.31 12.088
110 32.36 24.16 12.042
100 29.43 24.00 12.000
P.'
:H' WF
C8 Zl3
21 • 13
ft _.55
'"
pc.{
21" WF
CB 212
2119
R_.65
pc{
21· Wf
CB 211
68 " .02 21.13
IS' WF
CB 183
IS 1 11"
R_.GO
18' WF
CB 182
1818"
R-.60
pc{
18' WF
CB 181
18 X7.!-i:
R-.43
Fot ~.
--
AxIs 1·1
Alli z.2
~
IL'
TlNd_ Thick·
la,'
.930 .556 3635.3 299.1 10.15 254.0 42.0 2.68
.855 .510 l315.0 274.4 10.12 229. 1 38.0 2."
,775 .•68 2987.3 248.9 10.08 203.5 33.9 2.63
.872 .516 2683.0 220.9
.712 .470 2364.] 196.3
.682 .440 2096.' 175.4
9.85 IOU 22.6 1.92
9.78 88.3 19.6 1.89
9.68 76.5 17.0 1.85
41.76 21.46 13.132 1.095 .659 3463.1 311.2
31.34 2\.24 13.061 .98S .588 3017.2 284.1
112 32.93 21.00 13.000 .865 .527 ""'.6 249.6
9.03 385.9 58.' 3.04
'.99 338.6 51.8 3.01
'.92 299.7 44.6 2."
27.63 24,29
24.71 24.09
22.31 23.91
9.061
9.015
8.985
127
9.038
.935 .575 ....9 197.6 '.01 109.3 24.2 1.91
.795 .•99 1152.4 168.0 '.53 89.6 ".0 1.93
8.295
8.210
8.240
.740 .455 1600.3 lSO.1
.685 .430 141S.3 139.9
'.64
1326.8 126.4
'.53
33.51 18.48 11 .833
.991 .595 2033.8 220.1
.911 .554 1852.5 202.2
.831 .512 1674.7 124.4
82
"
28.21 21.14
24.10 ".86
73
21.46 21.24
62
"'
18.23 20.99
'.962
105 30.86 IS.32 11.792
.615
.""
8.59
28.22 18.16 11.750
8S
77
24.97 18.32
22.63 18.16
20.56 18.00
18.80 11.87
'.838
.911 .526 1429.9 156.1
7.51
8.787
8.750
8.715
.831 .475 1286.8 141.7
.751 .•38 1153.9 128.2
.686 .403 1045.8 m.o
7.54
01 17.64 18.25
1.558
55
7.532
7.500
.695 .416
.630 .390
.570 .358
70
64
SO
16.19 18.12
14.71 18.00
).
6
984.0 107.8
"'.9 98.2
8011.6 89.0
".2 16.0 1.76
01.' 14.6 1.74
53. 1 12.9 1.71
1.lS 255.6 43.2 2.76
7.75 231.0 39.2 2.73
7.70 206.' 35.2 2.71
96
, I,.boIl In Ant col_. r.I. 10 _
10
Widlb
.. ...
P. C.
R_.54
...
10.42 492.6 69.9 3.23
101 47.04 24.72 14.091 1.135 .656 5110.3
4561.0 372.5 10.34 434.3 61.8 3.19
145 42.62 24.49 14.043 1.020
.565 4009.5 330.7 10.24 375.2 53.6 3.ll
130 38.21 24.25 14.000
94
84
76
2118~
fbq.
, • , , • ,
•
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- -,.
-,•. - ,. - - -- -,. -,.- -'< I~
'<'
24" WF
CB 241
2419
R_.54
pc{
-1
PROPERTIES OF SEUIONS
......
...
"'... ""'"
P. c{
,-
CB SECTIONS
7.49
7."
7.47
7.41
7.38
99.' 22.5 2.00
88.6 ".2 1.98
18.5 11.9 1.95
70.3 16.1 1.93
47.1 U.S 1.63
42.0 11.1 1.61
37.2 9.9 1.59
.,
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WIDE FLANGE
Cll·H
I
CB SECTIONS
,•
'l ___ _
DIMENSIONS O F SECTIONS
• .cf:~,*,0I..
T L~_': i
\,.
Stetlon
Indu
0"...1
Noml
Depth
24' WF
CB 243
24 X14
R_ .70
24' WF
CB 242
24 112
R_.70
24" WF
CB 241
2419
R_.54
21" WF
CB 213
21 x 13
R_ .65
WIIIJI!
'"
16<)
145
130
120
110
100
94
84
76
".
"
24~
I4fj
243(
14
14
24Ji
243(
12
12
24~
9
9
9
24Ji
23Ji
21»
127
213(
II'
73
68
62
II'lOS
21
21Ji
20h
217i
21~
21
18»
18Ys
R_.60
96
I8fj
IS" WF
CB 182.
18 X8U
R_.60
85
77
84
ISli
I8fj
18
17J4
18" WF
CB 181
18 X7~
6<)
18~
R-.43
70
55
50
I2Ji
24Ji
24
142
21" WF
CB 2ll
21 X87t
18 X11 ~
' 0'
flln,1
Depth
... .- -,''''- - -
7bk~.
96
82
IS" WF
CB 183
ST~.
Thlck_
/:, "' Width
""'~
- - -- ---
21' WF
CB212
2lx9
R-.65
R-.54
[
.......
I8Ji
18
,.
I3Ji
13
13
9
9
'li
'li
'li
Thltk-
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Ifj
I
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%
~
"A
f
,..
201A
'OK
'OK
5"
5"
5"
20Ji
20Ji
20Ji
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'l1O l10
' J{
'J{
' li
21 ~
21 ~
Ji
IJi %
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li
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%
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l10
li
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li
li
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"A
6li
6li
6J{
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,
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"
28Ji
IJi "J{
IJ{ 28
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Il10
I~
21Ys
lli
17!4
IJi
I"
17U
17!4
18
18
18%
18~
18~
I~
25%
25!4
25Ji
2S}i
25
24U
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5Ji
5),
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5Ji
GI,I
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3J{
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2",
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3
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l10
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~
I", "Ji
IJ{
I", 22~
'»
'Ji
'Ji
' Ji
' Ji
' Ji
'Ji
I5li
15%
15%
ISH
IJi
1%
I".
IJ{
20li
20Ji
20
20
3%
lS}i
15}1
15%
'"
19%
IJi
Il10
I9li
I9Ji
.."'''[..
L
EQUAL
L
IMEQU Al
5Ji
5»
5»
5»
5»
5Ji
5»
5»
5»
l
lULl
TI
T
SPlIT
C..
SEIaIONS
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1% 22
l~
lUi
IJi 21"
3%
"
I", 23
Il10
I5Ji
I5Ji
I5Ji
3~
0,
1% 27fj 3
27
2U
26Ji
I~
5li
5li
5li
Gag .. g . "'" baHd On 1 Yo tdg4I dlltoO>Ce ('4 "",.Imum "vet).
7
•
Min.
- - - - -- - - - - - -
Ji
»
Ji
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IlJi I
II" % '»" ''""
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'Ji % » . li
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li
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7Ji
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5Ji
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5Ji
5Ji
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li
li
5Ji
5Ji
5Ji
5Ji
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noo.
.um
....,.,u...
WIDE FLANGE
I
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PROPERTIES O F SECTIONS
...
"Od """"
Indu
~
,- -,
CB SECTIONS
ftlomlr.al
Silt
16- WF
CB 163
Wt/lhI
,,-.
.
.
..
...
rral\l'
Do..
Sedio.
Wldl~
Thkk.
Tbltk_
MU
,
AxIl Z-2
AxlII-t
, • ,
""'~
•
-,... -- -- ,.
- - --- ,.' -,. -". ,.. - - --- ,.' ".
-- ". ~
,
I•. ,
1ft.'
II.'
PC{ 16 R_.SO
x 1lJ.i
96
88
28.22
25.87
16.32 11 .533
16.16 11 .502
.875 .535 1355.1 166.1 6.93
.795 .5<14 1222.6 151.3 6.81
207.2 35.9 2.71
185.2 32.2 2.61
WWF
CB 1&2
16 x814
78
71
64
58
22.92
20.86
18.80
17.04
16.32
16.16
16.00
15.86
8.586
8.543
8.500
8.464
.875 .529 1042.6 127.8 6.74
.795 .•ss 936.9 lIS.9 6.70
.715 .443 833.8 104.2 6."
.645 .401 746.4 94.1 6.62
16- WF
CB 161
45
.
14.70 16.25
13.24 16.12
36
11.77
10.59
16.011
15.85
7.073
7.039
7.000
6.992
.628
.563
.503
.428
.26
125.25
398 m.9S
370 108.78
342 100.59
314 92.30
287 84.37
264 77.63
246 72.33
237 69.69
WWF 228 67.06
CB 146 219 64.36
P. C.
14 x 16 21l 62.07
R_.60
20Z 59.39
193 56.73
194 54.07
176 51.73
167 49.09
158 46.47
160
142 41.85
"'0 94.12
136 39.98
127 37.33
14" WF 119 34.99
CB
145
p. C.
III 32.65
14 x 14.J4 103 30.26
R_.60
95 27.94
25.56
18.69
18.31
17.94
17.56
17.19
16.81
16.50
16.25
16.12
16.00
15.87
15.75
15.63
15.50
15.38
15.25
15.12
15.00
14.88
14.75
16.81
16.695
16.590
16.475
16.365
16.235
16.130
16.025
15.945
15.910
15.865
15.825
15.800
15.750
15.710
15.660
15.640
15.600
15.550
15.515
15.500
16.710
3.033
2.843
2.656
2.468
2.283
2.093
1.938
1.813
1.748
1.688
1.623
1.563
1.503
1.438
1.378
1.313
1.248
1.188
1.l28
1.1163
2.093
87.5 20.' 1.95
17.9 18.2 1.93
68.' 16.1 1.91
60.5 14.3 1.88
34.8 '.8 1.54
30.5 8.7 1.52
26.5 7.6 1.5<1
22. 1 6.3 1.45
2359.5 282.1 '.34
2169.7 261.6 4.31
14.75
14.62
14.50
14.37
14.25
14.12
14.00
14.740 1.1163 .680 1593.0 216.0 6.31
14.690 .998 .610 1476.7 2!12.0 6.29
14.650 .938 .570 1373.1 189.4 6.26
14.620 .873 .540 1266.5 176.3 6.23
14.575 .813 .495 1165.8 163.6 6.21
14.545 .748 .• 65 1063.5 150.6 6.17
14.500 .688 .420 966.' 138.1 6.15
PC{
PC.{
R_.50
16 xl
R-,.f3
50
...,.
'"
"Column Cor. * ,jOll.
for B Y to ,ymbol, In finI column, ' M" 10
""~
1.
8
.38<l
.346
.307
.299
655.4
563.3
515.5
446.3
80.7 6.68
72.4 6.64
6.62
58.3 6.49
....
1.875 6610.3 701.4 7.26
1.770
1.655
1.545
1.415
1.310
1.205
1.125
1.090
1.045
1.005
.'30
.930
.890
.840
.820
.780
.730
.695
.680
1.890
6013.7
5454.2
4911.5
4399.4
3912.1
3526.0
3228.9
3080.9
2S42.-t
2798.2
2671.4
2538.8
2402.4
2274.8
2149.6
2020.8
1900.6
1786.9
1612.2
4141.7
656.'
608. 1
559.4
511.9
465.5
427.4
397.4
382.2
367.8
352.6
339.2
324.9
310.0
295.8
281.9
267.3
253.4
240.2
226.7
492.8
1.11
7."
6.99
6.90
6.81
6.74
6.68
6.65
6.62
6.59
6.58
6.54
6.51
6.49
6.45
6.42
6.40
6.37
6.32
6.63
1986.0
1800.9
1631.4
1466.5
837.9
790.2
745.0
7!12.5
660.1
1635.1
241.1
220.8
201.0
181.8
166.1
153.9
147.7
141.8
135.6
130.2
124.4
118.4
112.7
107.1
101.3
95.8
90.6
85.2
195.7
567.7
527.6
491.8
454.9
419.7
383.7
349.7
77.0
71.8
67.1
62.2
57.6
52.8
".2
1l31.2
1226.6
1174.8
1124.8
1073.2
1028.6
979.7
930.1
882.7
4.27
4.24
4.20
4.17
4.14
4.12
4.11
4.10
•.,.
4.07
'.116
....'.05
4.02
4.01
'.00
3.99
3.97
4.17
3.77
3.76
3.75
3.73
3.72
3.71
3.70
I
I
WIDE FLANGE
cal·S·J
I
CB SECTIONS
DIMENSIONS OF SECTIONS
STD.&H
[
STD.
Section
Index
and
Nominal
Depth
16"WF
CB 163
16 X 1172
R=.60
16" WF
CB 162
16 X 872
R=.60
16" WF
CB 161
16 X 7
R=.43
14" WF
CB 146
14 X 16
R=.60
14" WF
CB 145
14 X 1472
R=.60
Weight Depth
of
f,er
oot Section
Flange
Width
Web
Half
Thick· Thick· Thick·
ness ness ness
Distance
a
f
0
d,
Min.
Clear.
h
Usual
Gaga
g
- - - - - - - - - - - -- - ----In.
In.
In.
lbs.
In.
In.
-In.---- -- - -In. -In.- -In.- -In.- -In.- -In.- -96
88
16%
16Ys
1172
11}2
78
16%
16Ys
16
8%
872
872
8}2
71
64
58
50
45
40
36
426
398
370
342
314
287
264
246
237
228
219
211
202
193
184
176
167
158
150
142
*320
136
127
119
111
103
95
87
15Ys
1674
16Ys
16
15Ys
7Ys
7
7
7
18~
16~
1874
18
1772
1774
16%
1672
16%
1674
16Ys
16
16
16~
1672
1674
16Ys
16
15Ys
15~
15%
1572
15%
1574
15Ys
15
14Ys
14~
16~
14~
14%
1472
14%
1474
14Ys
14
15Ys
15Ys
15Ys
15~
15~
15~
15%
15%
15%
1572
1531
1572
16~
14~
14~
14%
14%
14%
1472
1472
Ys
%
Ys
%
1>{6
%
%
9i6
9i6
~
72
74
9i6
74
74
74
74
%;
%;
%;
72
:kG
Us
%
%
%;
72
Us ~ ~
3Ke lYs I%;
21~ JI~6
Ys
2% JI>{6 I%;
2:kG 1~ I%;
2%; 1:kG ~
2Ke I%; %
11~ 174
%
11~ lYs
~
1~ lYs
~
}l)16 1)16 9i6
1% 1
72
1~ 1
72
172 1~ 72
1:kG Ys U6
1% Ys U6
I%; 1~ Us
174 1~ %
I%; ~ %
lYs 1>{6 %
IKe 1)16 %
2)16 lYs I~
1)16' 1)16 %
1
% ~
I%; 9i6 ~6
Ys 9i6 ~
l~
72 74
~
72 74
1)16 Us 74
·Column Core $echon.
Gages gl are based on 1%" edge distance
572
5}2
13Ys
13Ys
1%
172
20
4
4
4
4
172
1%
I%;
174
1872
1874
18Ys
18
3%
3%
3%
3%
13%
13%
13%
13%
14
14
14
14
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7%
7
7
7
7
7
7
7
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
11%
3%
3:kG
374
3Ke
2Ys
21Ke
(%" maximum rivet).
lYs
1)16
1
1~
2~
2:kG
2%
2%;
274
2~
2Ys
2>{6
2
JI%;
lYs
II%;
1~
lIKe
2%
11)16
1%
1~
172
IUs
1%
1~
19Ys
17~
11.
2~
2~
2~
2~
272
272
572
572
572
572
BULB
372
372
372
372
Tj
%;
%;
~
24~
4~
1~
472
474
474
4
Ys
Ys
22Ys
22~
22%
2272
22%
2274
22Ys
22
21Ys
21~
21%
21 72
21 72
23~
20Ys
20~
20%
2072
2072
2074
2074
3~
3~
3~
372
372
372
331
374
374
374
374
3
3
3
4
3
3
2~
2~
2~
2~
272 .
EQUAL
~
~
24%
24
23~
L
572
572
74
74
74
74
1
23%
23
SHip
%
272
274
274
274
5
17%
1772
17%
25Ys
[
CAR'
SPLIT
~
9i6
~
~
CAR
SECTIONS
1
~
'f
~
CRANE
RAILS
cY)
CORRUG.
72
72
72
:kG
:kG
:kG
:kG
1
:kG
%
%
%
%;
%;
L
T
l%;
1>{6
%
%
%
.L
UNEQUAL
SHEETS
PlUlla
572
572
572
572
572
572 .
531
FLOOR
PLATES
PlATES
.,LL
PRACTICES
9
IIIDEX
WIDE FLANGE
I
District
Rolled
...
""~
11Id1.
14omi",
Sin
CB 144
14 X12
R_.60
WWF
P. C.
CB 143
14 X10
R- .60
P.C.
CB 142
Ih 8
R.. ./iO
WWF
14' WF
P. C.
CB 141
14x6~
R-.43
WeI,lIt
12· WF
CB 124
12 X12
R_.60
P.
c. l
P. C.
12· WF
CB 121
12x6~
R-.37
Alls2-Z
Allis 1·1
Thlck-
-• -•
-In.'
I
- - -IL' -
I.
.778
.718
.451
.428
"'.4 130.9 6.13 2255 37.5 3.02
8511 121.1 6.09 "'.9 34.5 3.00
74 21.76 14.19 10.072
68 20.00 14.06 10.040
61 17.94 1191 IO.1XXl
.783
.718
.843
.450
.418
378
796.8 112.3 6.05 133.5 ,.5 1.48
724.1 103.0 6.02 121.2 24.1 2.46
641.5 911 5.98 107.3 21.5 2.45
53 15.59 13.94
48 14.11 13.81
43 12.65 13.68
'.1162
.658
370
8.D31
.593
.339
'.000
.528
.308
....,
38 11.17 14.12
34 10.00 14.00
30 asl 13.86
S.ns
6.750
6.733
.513
.453
383
313
187
170
161
133
110
100
99
91
85
71
65
12· WF
CB 123
12 X10
R.. .5O
12· WF
CB 122
12 X8
R_.5O
fllft,.
IHplh
84 24.71 14.18 12.023
78 22.94 14.06 12.1X(1
79
p. C.
-
...
--
"N •
""~
r.;. SKlIOII
,
Width Thick.
•
- - - - -•- -lb, -In.'- -I.- -I•.--I.
In.'
-I.'- -- -- - - -I.- -'"-. --
I'"
p. C.
-,
PROPERTIES OF SECTIONS
14' WF
P. C.
,-
CB SECTIONS
55.86 1438 12.670
47.38 13.88 12.515
~.1l 13.38 11.365
35.31 13.12 12.320
31.19 12.88 12.230
19.09 12.75 12.190
27.06 12.62 12.155
24.98 12.50 12.105
1312 12.38 12.080
21.16 12.25 12.040
19.11 12.12 12.1XXl
57.S
429.0
nA 5.'"
701 5.86
61.7 5.82
3853
3391
289.6
54.6 5.87
48.5 5.83
41.8 5.73
24.6
542.1
1.736 1.0;0 1892.5 2631
1.486
1541.8 1221
1136 .755 1221.2 182.5
1.106 .710 1071.7 163.4
.988 .610 930.7 144.5
.911 .580 858.5 134.7
.545 788.9 125.0
.796 .495 723.3 115.7
.736 .470 663.0 107.1
.671 .430 597.4 97.5
.600 .3lO 533.4 88.0
.""
'"
51'
45.1
14.3 1.91
12.8 1.91
11.3
I.,
17.5
73 1.49
6.3 1.46
51 1.41
589.7
4861
389.9
345.1
300.9
278.2
156.4
235.5
216.4
5.31 195.3
5.28 174.6
93.1 315
77.7 3.20
63.1 3.16
56.0 3.13
49.2 3.11
45.7 3.09
42.2 3.08
38.9 3.07
35.8 3.05
32.4 3.04
19.\ 3.02
21.3
5.82
5.70
5.59
5.51
5.46
5.43
5.40
n:
56 17.06 12.19 10.014
53 15.59 12.06 10.1XXl
.641
.576
359
.345
476.1
4161
78.1 5.18 107.4 21.4 251
70.7 513 96.1 19.2 1.48
50 14.11 12.19
45 1314 12.06
40 l1.n 11.94
8.0n
'.000
.641
.576
.516
.371
.336
194
394.5
350.'
310.1
64.7 5.18
56.1 5.15
51.9 5.13
SIlO 12.4 1.94
36 10.59 1<14
31 9.12 12.09
17 7.97 11.96
6.565
6.525
6.500
.540
.465
.400
305
165
140
180.'
45.9 5.15
39.4 5.11
34.\ 5.00
8.042
For key 10 .ymbol. In Rnl colUMn. ,,",10 POII' 3.
10
138.4
104.1
56.4
14.0 1.96
44.1
11.0 1.94
13.7
19.8
!a6
7.2 1.50
6.1 1.47
5.1 1.44
I
I
WIDE FLANGE
I
C8 SECTIONS
DIMENSIONS OF SECTIONS
I
.I
I
~-,,-+'
CIl·S·j
STUH
[
I
!
t..-a-'"
Section
Index
and
Nominal
Depth
14' WF
CB 144
14 X 12
R=.60
14' WF
CB143
14 X10
R-.60
WWF
CB142
14 X8
R=.60
14' WF
CB 141
14x6~
R-.43
12' WF
CB 124
12 X12
R-.60
12" WF
CB123
12 X10
R=.60
12' WF
CB 122
12 X8
R-.60
12'WF
CB121
1 2x6~
R=.37
STD.
Welg/lt Depth
01
er
rooot Section
Flange
Web
Distance
Hall
Width Thick- Thick- Thickness ness ness
a
f
0
d,
Min.
Ilz
Clear.
h
Usual
Gage
11
- -In.- In. In. In. -In.- -In.- -In.- -In.- -In.- -In.- -In.--lbs.
In.
- - - - -- - - - - - - - - - - - - -- - - - -
[
CAR'
SHip
L
EQUAL
84
78
74
68
61
14~
14
14U
14
13U
12
12
lOYs
10
10
53
48
43
14
38
34
30
14Ys
14
13~
6~
6~
6~
190
161
133
120
106
99
92
85
79
14%
12%
13~
13%
13~
13%
13Ys
12U
12~
12%
12~
12%
8
8
8
72
12U
12Ys
58
53
12
50
45
40
12
12
8Ys
8
8
36
31
27
12U
12Ys
12
6%
12U
Gages gz are based on
1~'
JiG
IK6 JiG
5~
5~
U
U
%
%
31'6
31'6
%
U
U
~
4~
4~
4~
%
~6
~
~
3~
3~
~
%
%
~
~
~
~
~
~
1~
~
1~
%;
JiG
%
1~
1~
~
10
10
6~
6~
%
~
%
3~
Ys
%
%
~
~
Va
~
~
%
~6
~
~
~
~
~
%
U
U
Ys
Ys
%;
JiG
3U
3U
3U
I%; 31'6
12~
12% lU ~ %
12% lYs ~ %
12~ 1
% ~6
12U I%; % ~6
12Ys U ~ %;
12Ys l~/ ~ ~
12Ys ~ ~ ~
l~
12
~
~
12
% % ~6
65
12U
~
5~
5~
5~
5~
5~
5~
5~
5~
5%;
5~
5~
11%
11%
11%
11%
11%
11%
11%
11%
12Ys
12Ys
12Ys
9~
9~
9~
9~
9~
9~
9~
9~
9~
9~
9~
1%
1~
1%
1~6
1U
18%
18~
17~
17U
17Ys
2~
2~
2~
2~
2~
U
U
U
U
5~
5~
5~
2~
U
U
~
3~
3~
3~
3~
3~
3~
%
2~
2~
%;
%;
U
5~
5~
5~
5~
5~
5~
5~
5~
5~
5~
5~
16Ys
16
lYs
15U
2~
2~
2~
1
15~
I%; 15%
2U
2U
15~
2~
2~
19U
11~6
18U
1l K6
1~
1~
131'6
1%
1~6
1U
1~
18~
18
17~
17%;
17~
17~
17%
17U
17Ys
5~
5~
5~
5~
5~
1~
1~6
~
~
~
3
3
2~
2%;
2%;
2%;
~6
~6
~
31'6
~
%
%
%
~6
9~
9~
lU
1~
15%
2~
2~
U
U
5~
5~
3~
3~
9~
9~
lU
14%
14~
2~
1~
3U
9%;
1Ys
14%
2~
2~
U
U
U
5~
5~
5~
3Ys
3Ys
3Ys
10%
10%
10%
I%; 14
U 13~
l~
13%
2U
2U
2U
~6
~
U
3~
3~
3~
edge distance (~. maximum rivefl.
15U
L
BUll
4U
4~
L
UNEQUAL
SPLIT
CAR
SECTIONS
CRANE
RAILS
COR RUG.
SHEETS
PIUNa
FLOOR
PLATES
PLATES
MILL
PRACTICES
11
INDEX
r
WIDE FLANGE
I
...''''''''"
CB SECTIONS
PROPERTIES OF SEOIONS
".".•
, , • , , •
......
... -r.:. -,-•- --- -,. -I,.'
- -,.
,. ,. -- ,. -,. -"'. u.. -,..- -I.,'
,
.
'
---- --- 118.1 126.3 H7
""'~
tRIIIl
10· WF
CS 103
10 x 10
R_.SO
!
10· WF
CB 102
lOx 8
R_.50
10" WF
Pc·l
CB 101
lO.5~
' _.31
PC
S· WF
C.83
"8
R_.40
1
Sod...
Width
1.'"
1.964
.528
.'33
5.199
5.762
.500
.430
11
153 10.12
1.35 10.08
9."
5.150
.340
61
19.70
9.00
8.75
8.50
815
8.287
...
8.12
8.00
8.0'27
8."
.558
.•93
.433
813
1.10
8.10
7.93
6.540
6.500
.398
I
P~ I
5.88
5.00
11.
5168
5150
...
'"
58 17.06
48 14.11
40
35
11.76
10.30
9.12
I•. '
.755
.685 625.0 lIZ.•
.998 .615 542.4 99.7
.535 457.2 86.1
.510 420.7 SO.l
.148 .451 381.5 73.7
.683 .415 343.7 67.1
<18 .368 "".1 50.'
.558 .340 212..9 54.6
45 1314 10.12
39 11.48 9.94
33 9.71 9.75
.,,,
8.222
8.117
8.077
......
.618
.933
.683
....IIN
Thick·
10.415 1148
10.345 1.118
10175
10.195
10.170
10.117
10.075
1.1l18
10.00:1
29
15
Alii 1·1
WOO
Thick•
lIZ 32.92 11.38
100 29.43 11.12
89 Z6.l9 10.88
77 22.61 10.62
71 21.18 10.50
66 19.41 10.38
60 17.66 10.25
54 15.88 10.12
49 IUD 1.00
31
P.C.
--
filii"
Wtllht
l Noml1lll
p.e.
PC
-I
1-
235.4 451
39.9
351
30.1
27.9
'.44 1291 25.5
4.41 116.5 13.1
• .38 103.9 "'.7
4.35 93.0 IU
4.61 "'.6
4.55 lSO.6
4:49 153.4
4.46 141.8
2.67
1.65
1.63
1.60
159
158
1.51
1.56
1.54
.350 248.6
.318 109.7
.191 170.9
49.1 ' .33
411 .,1
35.0 • .10
531 13.3 1.00
".9 11.2 1.98
36.5 9.1 1.94
.199
157.3
1331
140 110.3
30.8 4.19
,.4 .16
151
111
9.1
.575
.510
60.' 3.11
52.0 3.65
88.6 21.4 2.12
74.9 18.2 2.10
60.9 15.0 1.08
49.0 12.1 1.04
415 10.6 1."
31.0 91 2.1)1
152
271.8
221.3
.405 183.7
.365
43.2
4.14
3.61
"'"
35.5 3.53
31.l 3.50
.315 126.5
188
21.5
109.7
21.4
3.41
51 1.34
4.' 1.31
3.4 115
8· WF
C.81
18
8 x6}i
R_.40
14
8· WF
CB 81
8x5~
• _.31
'"
11
8.00
ror.u to .....1. I~ Rnt co1UIlUl, .... to _
97.8
14.3 3.45
81.5
"'.
21.6
145
3.42
181
6.6 1.62
5.6 1.61
.318 148
69.2
17.0 3.43
150
130
56..
14.1 3.36
6.12
31 1.10
1.6 1.16
.463 .185
3.
12
I
WIDE FLANGE
CIl·S-l
I
CB SECTIONS
DIMENSIONS OF SECTIONS
, '92
I
STUll
[
STD.
[
Section
Index
and
Nominal
Depth
Weight
rr
oot
100
89
77
72
66
60
11%
11Ys
10Ys
10%
10Y2
10%
1O~
49
10Ys
10
10' WF
CB 102
10 X 8
R=.50
45
39
33
10Ys
10
10' WF
CB 101
lOx 5~
29
25
21
54
R~.32
8' WF
CB 83
8x8
R=.40
8" WF
CB 82
8x6Y2
R=.40
8" WF
CB 81
8x5~
R=.32
Width
Distance
Web
Flange
Half
Thick- Thick- Thickness
ness
ness
Q
f
0
d,
Min.
g.
Clear.
h
Usual
Gage
CAR'
SHip
9
L
- - - - - - - - - - - - - - --Lbs.- -In.- -In.- -In.- -In.
In.
In.
In.
In.
In.
In.
In.
In.
- - - - - - - - -- -- - - - - -- - - - - - - -112
10' WF
CB 103
10 X 10
R=.50
Depth
of
Section
9~
10~
10Ys
9Ys
10%
10%
1O~
1O~
10Ys
lOYs
lOYs
10
10
1~
~
1Ys %
1
%
Ys %;
1§{6 Y2
}16
~
lK6 }ls
% %
%;
%
%
%
§{6
§{6
~
~
~
§{6
§{6
8
8
8
%
Y2
}16
%
%
§{6
§{6
5~
5~
5~
Y2
%
%;
}ls
~
~
2~
2~
2~
8Y2
8Y2
8Y2
Ys 11~
1§{6 11%
IK6 11Y2
2~
2~
6%
6%
6%
6%
6%
6%
1§{6 %;
1§{6 Y2
IK6 }16
%;
%
Y2 %
}16 §{6
§{6
~
3Ys
3Ys
3Ys
3Ys
3Ys
3Ys
8Ys
8
28
24
8
7Ys
6Y2
6Y2
}ls
%
%
~
Ys
Ys
3Ys
3Ys
20
17
8Ys
8
5~
5~
%
%
~
~
Ys
Ys
2Y2
2Y2
8~
§{6
§{6
%;
%
%
§{6
%
2Y2
2Y2
8Ys
8Ys
8
8
8Y2
2~
2~
2~
1Ys 13
1>1& 12Ys
1% 12%
Ys
Ys
~
}ls
}ls
7Ys
7Ys
7Ys
9
8~
8~
3
3
3Ys
3Ys
3Ys
67
58
48
40
35
31
8~
15Y2
7Ys
7Ys
7Ys
7Ys
7Ys
7Ys
7Ys
7Ys
7Ys
~
~
§{6
1~
4Ys
4Ys
4Ys
4Ys
4Ys
4Ys
4Ys
4Ys
4Ys
Gages g, are based on 1 1A' edge distance (1/,' maximum rivet).
1%
1Y2
1%
1§{6
1~
1§{6
1Ys
1K6
1%
15~
15
14~
14%
14Y2
14%
14~
14Ys
12~
2Y2
2Y2
2Y2
2Y2
2~
2
2~
~
~
5Y2
5Y2
5Y2
5Y2
5Y2
5Y2
5Y2
5Y2
5Y2
~
~
~
5Y2
5Y2
5Y2
~
2~
2~
2~
%;
Us
§{6
%
§{6
12
1K6 11Ys
1§{6 11%
Ys 11Y2
1§{6 11%
2Y2
2Y2
2~
2~
2~
~
~
~
~
6%
6%
IUs 10Y2
1§{6 1O~
2~
2~
Us
6~
6~
%
9~
2~
2~
I%;
%
9%
%;
Us
%;
5Y2
5Y2
5Y2
5Y2
5Y2
5Y2
3Y2
3Y2
2~
2~
EQUAL
.L
UNEQUAL
L
IULB
SPLIT
CAR
SECTIONS
CRANE
RAILS
CORRUG.
SHEETS
PIUNa
FLOOR
PLATES
PlATES
Mill
PRACTICES
13
INDEX
WIDE FLANGE
LIGHT BEAMS, STANCHIONS
AND JOISTS
I
!)I$t.!d
Rolled
p.e.
P.C.
p,e.
...
""~
11Id ..
".
Komllll'
CBltZ
! ,-J<)
! -..,
! '_J<)",
!
!
!
1214
.
CBllO
IOr4
CSla
0..
R_.2S
CBS 6
P.C.
0..
R...25
CB 51
P.
-I
PROPERTIES OF SEG IONS
eBL 6
P.C.
1-
s.s
' -J
22.0
19.0
16.5
19.0
17.0
15.0
..,
5."
'.86
5.61
' .98
' .40
LIGHT BEAMS
12.31 4."" .424 .210
12.16 4.010 .349 140
12.00
109 .230
1015 4.020 .394 150
10.12 4.010 .329 140
10.00
169 .230
....
....
....
".015 J 14 145
.2S4 1'"
15.0
U3
8.12
13.0
3.83
000
16.0
12.0
4.72
3.53
6.25 ' .030 .404 .2"'
600 4.. . .279 130
155.7 25J
130.1 21.4
100J 17.5
961 18.8
81.8 161
68.8 13.
4.91 ' .55 U< 0.84
4.81 3.67 1.83 0>1
4.65 2.79 1." 0.76
4.14 4.19 2.08 0.86
3.45 I.n 0.83
3.95 ,79 1." 0.80
'.05
48.0 11 .8 319 3.30 1.65 0.86
IJI 0.83
".5 9.88 311
,"
31.7
2.59 ' .32 2.14 0.96
71. 2.48 2." 1.44 0.90
10.1
21.7
STANCHIONS
25.0
20.0
1>5
735
5.88
'.59
18.5 5.45
160 00
6J7
.10
' .00
....
....
6.018
.320
.258
169 140
.•56
.3137
5.12
5.025 .•20
5.00
5." .3!0 140
165
53.5
41.1
30.3
168
11•
IQl
25.4
21.3
,59
17.1
SO
2." 13.3 4..
LS6 9.69 31
9.94 2.16
8.53 2.13
1.52
1.50
1.45
8." 3.54 1.28
7.SI 3.00 110
JOISTS
CBJ 12
p.e.
! ._J<)
! ,_J<)
! '",.,_.30
!
12 ...
881 14.8
4.61
215 1.13 0.14
3.92
,01 1.02 O.n
14.0
4.14
11.91 3.970 124 100
U.S
3.39
9.87 3.950 104 .ISO
51.9
10.0
,95
7.90 3.940 104 .170
"'
7.79 313 1.99 1.01 0.82
8.5
2.50
5.83
14.8
5.07
CBJ 10
p.e.
p,e.
lOx ..
CSJ 8
.
CBJ 6
p.e.
R_.25
3.940 .194
fDl • .., to .yMbol. I" lin! coh........... 10 __ 3.
14
.170
.
10.5
2.43 1." 0.96 OJ7
I
WIDE FLANGE
CBL·S·J
LIGHT BEAMS STANCHIONS
AND JOISTS
I
1
DIMENSIONS OF SEGIONS
I
STUll
[
STD.
Section
Index
and
Nominal
Size
Weight
t,er
oot
Depth
of
Section
Flange
Web
Half
Thick- Thick- ThickWidth ness ness ness
- - - - -- - - - Lbs.
In.
In.
In.
In.
In.
Distance
- - -f - -a
In.
In.
0
d,
In.
In.
Min.
Clear.
Ilz
--
In.
In.
h
Usual
Gage
Il
-In.-
R~.30
CBl6
6x4
R- .25
22.0
19.0
16.5
19.0
17.0
15.0
12~
1078
10
4
4
4
4
4
4
~
~
15.0
13.0
S78
S
4
4
16.0
12.0
6~
4
4
1278
12
1O~
6
~
116
13
12%"
12%
11
10%
1O%"
2
2
I%"
2
2
I%"
~
~
~
2~
2~
2~
~
~
~
2~
2~
2~
%
9
9
2
I%"
~
~
2~
2~
%
Us
7%
2
I%"
~
~
2~
2~
~
~
~
78
78
78
78
78
78
1%
1%
1%
1%
1%
1%
10%"
10%"
10%"
S%
S%
S%
Us
~
~
~
~
78
78
1%
1%
6%
6%
Us
%
~
~
78
78
1%
1%
4%
4%
~
~
%
~
%
~
%"
%
%
%
%
7~
STANCHIONS
CBS 6
6x6
R~.25
CB 51
5x5
R=.3
25.0
20.0
15.5
6%
lS.5
16.0
~
6
6
6
6
%
578
5
5
5
116
6~
~
%
~
~
~
~6
~
~
~
SHip
L
EQUAL
LIGHT BEAMS
CBl12
12 X 4
R-.30
CBl10
10 X 4
R=.30
CBl S
Sx4
[
CAR'
L
UNEQUAL
L
BULl
Tj
T
SPLIT
~
S~
2
2
~
~
3~
3~
3~
778
7
2%"
2%"
~6
~6
3
3
4%
4%
4%
l~
%"
S%
S%
78
2%
2%
2%
~
78
78
2%
2%
31K6
31~
l~
%
2~
CAR
SECTIONS
CRANE
RAILS
This section has a nange slope of 3° and the Range thickness shown is the average thickness.
CORRUG.
SHEETS
JOISTS
CBJ 12
12 X 4
R-.30
CBJ 10
10 X 4
R=.30
CBJ S
Sx4
R-.30
CBJ 6
6x4
R-.25
14.0
11%
4
~
~
78
1%
10%"
Us
12~
I%"
~
2~
11.5
9%
4
~
~
78
1%
S%
~
10%
I%"
~
2~
10.0
7%
4
~
~
78 - 1%
6%
~
S%
I%"
~
2~
PlUNa
flOOR
PLATES
PlATES
S.5
5%
4
~
Gages g. are based on H~' edge distance
~6
(T/.'
78
1%
maximum rivet).
5
116
7
1%"
~
2~
MILL
PRACTICES
15
INDEX
r
BEAMS
I
AMERICAN STANDARD
PROPERTIES OF SEGIONS
. ...
Dillrld
"'
s.cuo. tlld..
.1Id MOIIII...
... ...
• •
'""
r:. ..::... ....
I
.~
Dept,
11.-
I.
~
Tloick·
f ....
I.
I.
I.
24· 1
P. C.
P. C.
Bl8
120,0 35.13
2417 ~
1,"-' 30.98
R_.50
24" 1
BI
2417
R_.60
24
"
211,7
1ft.'
AlliN
AxIs 1·1
•
In.'
•
I.
• •
~ I.'
8048 1.102 .7'8 3010.8 250.9 "6
1.875 1.102 .625 2811.5 234.3 '.53
,.,
7.247
58.'
8..,
p,e.s.
p,e.B.G.
B3
18" I
8.
18K 6
'-.56
WI
87
IS. s~
21.1
211.0
1.56
1.60
13.4
1.29
1.32
1.36
.t,
211
7.100
7.053
.916 .500 1599.7 160.0 7.59
.916 .653 1501.7 1501 7.78
50.5
14.0
1.35
47.0
13.3
1.36
211
6.391
6150
.789 .641 1263.5 126.3 7.60
.789 .500 1l69.5 116.9 7.83
30.1
,..
19.08
70.0 211...
54.7 15.94
18
.691 .711
.691
911.5 101.9 6.70
24.5
111
7.8
7.1
1.09
6.000
.t,
50.0 14.59
12.49
15
5.640
5.500
16.0
.622
5.7
5.3
I.,.
50.0 14.57
40.8 11.84
11
s.m .65'
.65'
50.3 4.55
44.8 4.71
16.0
13,8
5.8
5150
I.,.
35.0 1010
31.8 9.26
11
5.078
5.000
227.0 37.8 4.72
.544
.544 '50 215.8 ,.0 '.83
10.0
'.5
3.'
3.8
.99
35.0 10.22
25.4 7.38
10
' .944
.491
.594
.491 '10
145.8 19.1 3.78
122.1 24.4 4.07
8.5
6.'
3.'
3.0
0.91
0.97
U7l
.425 .441
.•15 170
64.1 16.0 3.09
56., 141 316
...
1.1
4.000
3.8
I.,
0.81
0.84
3.860
3.660
.391 .•50
.391 150
41.9 1>0 2.68
361 10.4 t86
3.1
V
1.6
15
."
24
7.124
95.0 27.74
85.0 1UO
211' 1
20 X 6).t
R-.60
~
7.000
00.0 26.30
79.9 23.33
45.5
R_JO
P. C.
•
.87l .747 2371.8 197.6 '.05
.871 .62' 2230.1 1&5.8 9.21
.,1 .500 10871 173.9 9.46
100.0 29.25
211' 1
P. C.
--•
.~.
~r.
75.0 21.90
65.'
6151
.'"
795.5
88.'
7.07
.6" .550 481.1 64.1 5.74
.410 441.8 58., 5.85
27.9
14.6
12.8
Ie1
8'
1.17
111
1.15
1.05
R-.51
P. C.
WI
88
12.5M
R_ .56
12' 1
p.e.B.G.
8'
Ih 5
R_.45
.687
.•60
.'"
10" 1
p.e.B.G.
p,e.B.G.
p.e.B.S.
f or
••
BlO
10 X4 ~
R_.41
8' 1
'"'"
R_.37
7' 1
813
7x3~
'-.3S
y 10 'Y_[I ...
23.0
18.4
6.71
5.34
211.0
15.3
5.83
lntml ....
'.43
8
7
'.660
301.6
168.'
....,.,10_ ,.
16
"
1.05
1.01
0.78
..,tr
:r-: h __ J
L
---
.;.
0
f-
BEAMS
----lP
0
10--9-.]
o
I
AMERICAN STANDARD
-.
DIMENSIONS OF SECTIONS
: 92_1
I
STUll
[
I Grip
STD.
I
Io-a...
Section
Index
and
Oepth
Weight
fer
oot
Flange
ThickWidth ness, p
Distance
Web
Hall
Thick- Thickness
ness
f
Q
0
Min.
11.
Clear.
h
Gage
11
Grip
Max.
Flange
Rive!
-- -- - - -- -- - - - - -- -- -- - - --In.
In.
In.
In.
In.
In.
In.
In.
In.
In.
Lbs.
In.
In.
- - -- - - - - - - - - - - - - - - - - -- - - - - - 24" I 120.0
B 18 105.9
R=.60
24" I 100.0
90.0
B1
R=.60 79.9
8
TYs
7~
7%
7
1%
1%
I%;
%
~
~
~
~
%
72
Us 3%
~6
3%
20%
20%
J1~
J1~
3~
3~
72
%
4
4
1%
1%
1
1
%
3~
3~
3~
20~
20~
20~
1%
1%
1%
3
3
3
Us
4
4
4
~
~
~
1
1
1
~6
~
%
~6
[
CAR'
SHip
L
EQUAL
L
UNEQUAL
L
BULB
20" I
B2
R";.70
95.0
85.0
20"1
B3
R=.60
18" I
B4
R=.56
7~
l~
l~
l~
1~6
~6
~6
3~
3~
1672
1672
1~
1~
3~
3~
72
%
4
4
l~
7
75.0
65.4
6%
1:l{6
1:l{6
%
72
~6
~
2~
2~
16~
16~
I%;
I%;
3
3
%
~
372
372
I%;
6~
~
~
~
70.0
54.7
6~
%
~
%
2~
2~
15~
15~
1%
1%
2~
2~
Us
372
372
%
%
~
~
6
1~6
72
~
~
~
1
1
CAR
SECTIONS
15" I
B7
R=.51
50.0
42.9
12' I
B8
R=.56
5%
572
%
%
50.0
40.8
572
%
12" I
B9
R=.45
35.0
31.8
5Ys
5
%;
10" I
B 10
R=.41
35.0
25.4
5
4%
72
72
%;
~6
2~
2~
372
372
%;
U6
~
~
~6
3
3
%
%
~
~
72
72
~
~
72
72
~
~
~
~
272
272
1272
1272
1~
1~
%
2%
2%
9%
9%
1~
1~
2~
2~
Us
%
~
CRANE
RAILS
5~
1~6
%
72
9i6
Us
~
%
:l{6
2%
2%
9~
9~
1%
1%
272
272
~
~
3
3
%
~
~
2%
2%
8
8
1
1
272
272
~
%
2~
2~
~
~
CORRUG.
SHEETS
PlLlNa
flOOR
PLATES
8"1
B 12
R= .37
23 .0
18.4
4%
4
Us
Us
Us
7'1
20.0
B 13
R=.35 15.3
3~
3%
%
%
Us
.
~
~
Gages g. are based on 1% edge dIStance
~
%
~,
%
WI .
1~
1~
6~
6~
~
~
2~
2~
~
~
2~
2~
Us
Us
~
~
1~
1~
5%
5%
I%;
I%;
2
~
2~
2~
%
%
%
%
maxImum IIvet) •
17
2~
%;
PlATES
MILL
PRACTICES
BEAMS
I
AMERICAN STANDARD
PROPERTIES OF SEGIONS
.... ...
Oillrid
S«tlOft 11Id••
.1Id MONIIIul
6' I
B 14
.- ..,,, .-.
,'":I'
...
"",. ,
""'"
,
,
,
....
......
......
"
"
"
- - -- -----,. ,. ,. ,.
,.
,.
W..... I
/:,
lb.
1715 5.02
6l3~
12.5
P,C.
B15
5.3
R-.31
4'1
B16
105 ,.29
10.0 2.87
p.e.s.
p.e.B.G.
p.e.B.S.G.
p.e.B.
p.t-a.s.
......
District
h2~
. -.29
3'1
BI7
3.~
R_17
...
StdJoft I,,""
..oil " gild... '
'.5
7.7
2.76
211
7.5
5.7
2.17
1.64
P.C.
p.e.B. {
p.e.B. {
p.c.e.s.{
.. 8
R-.313
H30
6.6
R-.313
H3
5.6
R-.313
H2
5.5
R-.313
HI
..,
AllIZ,Z
8
8
6
3.565 "59
3.330 359
.'65
26.0
.230
21.8
5
3.284 .326
3.000 .326
.434
110
2}96 .293
"60 .m
'.509
,
3
.260
2.330 160
,.' '.'
8.7
7.3
218
>46
2.3
1.8
1.3
1.1
0.68
0.12
12.1
6.0
'.8
1.87
"5
1.7
11
1.0
0.82
0.63
0.65
.326
.100
6.7
6.0
B
3.0
1.56
1.64
0.91
0.71
.S>
0.65
0.58
0.59
.349
.110
2.9
<5
1.9
1.7
US
1.23
,59
0.41
0.40
0.52
0.63
15.0
.46
H-BEAMS
.,...
..... ~
.-. .....
",.
,
,
......
....
"
"
"
-- -- - - -- - - -- -- -- -- -- -- -,.
WIIPt
/:,
H4
P.C.
3.61
Am 1·1
,.' ~
o.'
P.C.B.G. j
'-.5'3I3
W..
-,. ---,. '.'
,. -,. -,.' --W..
t
....p
A.d,I·1
AllI2·Z
t
8
8
,.
o.'
- - -,.'- - - -- --I•. '
34.3 10.07
8
8.000 .459
375 115.5 28.9
3.40
35.1
8.8
1.87
25.0
7.35
6
5.938 .481
.313
47.0
15.7
2.53
14.9
5.0
1.43
20.0
5.88
6
5.938 .380
150
38.8
12.9
<57
11.4
3.8
1.39
18.9
5.54
5
5.000 .417
"13
,,.
9.5
tI"
7.8
3.1
1.20
13.0
3.82
,
3.937
.3n
150
I.'
51
1.65
3.'
1.7
.34
R- .313
18
BEAMS
o
I
AMERICAN STANDARD
DIMENSIONS OF SECTIONS
l..-t J
[
I Grip
STD.
l.. • .,.:
Section
Index
and
Depth
S'(
B 14
Ra.33
Web
Half
Thick· Thick· Thick·
Width ness,
p ness
ness
Distance
Flange
Weight
f.er
oot
f
Q
Min.
0
Gage
Clear.
11,
h
11
Grip
Max.
Flange
Rivet
- - - - - - - - - - - - - - - - - - - - ----In.
In.
In.
In.
In.
In.
In.
In.
In.
In.
In.
Lbs.
In.
- - - - - - - - - -- - - - - - - -- -- -- - - --% %
2
17.25 3% VB
1Y2 4Y2
Y2
U
~ 2
~
12.5
3%
%
Ys
U
1Y2 . 4Y2
2
~
2
%!
~6
%
[
CAR ..
SHip
L
EQUAL
L
UNEQUAL
5'(
B15
R=.31
14.75
10.0
4'(
B IS
R=.29
9.5
7.7
3' (
B17
R= .27
7.5
5.7
~
Y2
U
U
Ys
1%
1%
3%
3%
% 2
2%
~
~
~
~6
%!
1U
1U
2~
2~
%
%
2Y2 .
2%
U
U
~
%
~
1Ys
1Ys
1%
1%
%;
%;
~
3U
3
2~
Ys
Ys
IJ{6
~
~
1~
1~
~
~
Y2
Y2
~6
U
1Y2
1Y2
~
~
Y2
Y2
... .. ~
.. ... %!
1Y2
1Y2
~
U
%
%
2
2
2
SPLIT
CAR
SECTIONS
H-BEAMS
Section
Index
and
Depth
Flange
Weight
~er
oot
Width
Distance
Web
Thick·
ness, p.
Thick·
ness
Halt
Thick·
ness
a
f
0
Min.
Gage
Grip
Max.
Flange
Rivet
------ -- - - - - - -11,- -!J- - - - In . .
Lbs.
In.
In.
In.
In.
--- - - - - - - - - - - -In.- -In.- -10.- -In.- -In.- -In.- - H4
8
R-.313
H3a
S
R-.313
H3
S
R-.313
H2
5
R-.313
HI
4
R=.313
L
BULB
34.3
8
h6
%
~6
31~
SU
%
2U
5
h6
%
25.0
S
Y2
~
~
21~
4U
%
2~
3Y2
Y2
%
20.0
S
%
~
VB
2%
4~
~
2
3Y2
%
%
18.9
5
h6
~
~
2%
3%
%
2
2%;
~
~
4
%
U
Ys
1%
2Y2
~
2
%
%
13.0
Gagel g. are based on 1 ~ • edge distance
(~.
maximum rivet).
19
2U
CRANE
RAILS
CORRUG.
SHEETS
PI LIlia
FLOOR
PLATES
PLATES
MILL
PRACTICES
2
CHANNELS
[
AMERICAN 5T ANDARD
PROPERTIES OF SEalONS
...,
Section
11IIi.. l nd
District
HO/l1I",1
Silt
!(
te 60
18 x 4
Depth Width .- .....
"N
., ritnR' Thic
fllne
r.;, SectiOtl
• ChanM!
" •
~.
l b•.
In.'
58.0
51.9
45.8
16.98
15.18
13.38
R_ .625
42.7 It<.
SO.O 14.64
Cl
p.e.B.G.
11.70
1513~ 40.0
R_ .50 33.9
9.'"
so., 14.66
p.e.
02'
p.e.B.
40.0 lUI
13 X4
p.e,B.
35.0 10.24
R
.48
p.e.B.
31.8
9.30
30.0 8.79
02
p.e,B.G.
7.32
11 x3 25.0
.,3
1.fJ.7
30.0
8.01
C3
25.0
7.33
P.C.B.G.
10 X2 ~ 1.fJ.O 5.86
' - .34 153
4.47
1.fJ.O
5.86
C4
15.0
4.39
P.C.B.
9x2~
13.4
3.89
18.75 5.49
C5
P.C.B.G.
8x2M 13.75
R_ .32 11.50 3.36
14.75 4.32
C6
P.C.B.S.G.{ 7 X27'8 12.25 3.58
9.01
R- .31
13.00 3.81
C7
10.50 1 07
6,2
P.C.B.G.
8.1.fJ 2J9
R- .30
C8
9.00 2.63
P.C.B.S.G.{ Sxl ~
6.70 1.95
p.e.
( '-311
( '-.33
(
.."
'"
'-29
C9
P.C.B.S.G.{
4x1 ~
'-.28
-
••• ,
, ,
- - - - -,..- -,.- -,•. ,.. ,.' ". - - -- - - - - -Wei.hI
7.25
5.40
2.12
1.56
A.ls I-I
Thlc~·
8
In.'
In.'
AIl s 2· 2
8
In.'
18.5 5.6
17.1 5.3
15.8 5.1
15.0 '.9
11.2 3.8
9.3 3.'
8.2 3.2
16.7 '.9
13.9
12.5 '.0
11.6 3.9
52 2.l
'.5 1.9
3.9 1.7
'.0 1.7
3.' 1.5
2.8 1.3
2.3 12
2.' L2
1.9 1.0
1.8 0.97
2.00 1.00
I.SO 0.86
1.30 0.79
1.40 0.79
1.1.fJ 0.71
0.98 0.63
1.10 0.65
0.87 0.57
0.70 O.SO
,.•
-•
1.04
1.I>i
1.119
1.10
0.87
0.89
0.91
1.07
1.119
1.10
0.88
'"
.625
.625
.625
3.%0 .625
3.716 .650
3.520 .650
3.400 .6SO
4.412 .610
4.185 .610
4.072 ,610
.610
3.170 .SOI
3.047 .SOI
.SOI
3.033 .436
2.886 .•36
2.739 .436
'600 .436
2.648 .413
.413
'430 .413
2.527
2.343 .390
uro .390
2299 .366
2.194 .366
'090 366
2.157 .343
'034 .343
1.'" .343
.700
.600
.500
.4SO
.716
.520
.•00
.787
.560
.447
.375
.510
.387
201
.673
.526
379
240
.448
.2"
.230
.•87
.303
220
.419
.314
.210
.437
.314
200
5
1.885 31.fJ
1.750 31.fJ
.325
.1'"
8.8 3.5 1.63 0.64 0.45 0.49 0.48
7.4 3.0 1.95 0.48 0.38 O.SO 0.49
•
1.72il .296
1.580 .296
.320
.180
'.5 23 1.47 0.44 0.35 0.46 0.46
3.8 1.9 1.56 0.32 0." 0.45 0."
1.596 .273
1.498 .273
1.410 .273
.356
258
.170
2.1 1.4 1.1. 0.31 0.27 0.42 0.46
1.8 1.2 1.12 0.25 02. 0.41 0.44
1.6 1.1 1.17 0.1.fJ 021 0.41 0.44
18
15
13
4.200
4.100
....
4"
" ''''
10
9
8
7
6
p.e.B.
6.00 1.75
elO
p.e.B.S.
3
311M 5.00 1.46
R_ 17
P.C.B.S.
4.10 1.19
tc 60 .. nol On A_''''''n .. ondord dIonneL.
ro< b.,. IO ....mbol. In R,,, column...fe, 10 _
'''' ...,
3.
20
670.7 74.5
622.1 69.1
573.5 63.7
5492 61.0
401.4 53.6
346.3 46.2
312.6 41.7
312.9 48.1
271.4 41.7
250.7 38.6
237.5 38.5
161.2 26.9
143.5 23.9
128.1 21.4
103.0 20.6
"'.7 18.1
78.5 15.7
66.9 13.4
60.6 13.5
SO.7 11.3
47.3 10.5
43.7 10.9
35.8 9.0
323 8.1
27.1 7.7
24.1 6.9
21.1 6.0
17.3 5.8
IS.! 5.0
13.0 '.3
6."
6.40
6.55
6.64
5.24
5.44
5.62
4.62
'.82
4.95
5.05
' .28
'.43
4.61
3.42
152
3.66
3.87
3.22
3.40
3.49
2.82
2.99
110
2.51
2.59
2.72
'"
2.22
2.34
"
1.11
0.77
0."
0.81
0.67
0.68
0.70
0.12
0.65
0.62
,67
0.60
0.62
0.63
0.57
0.58
0.59
0.53
0.53
0.54
0.81
0.89
0.'"
0.01
0.78
0."
0.98
0.97
0.99
1.01
0.68
0.68
0.70
0.65
0.62
0.61
0.64
0.59
0.59
0.61
0.57
0.56
0.58
0.53
0.53
0.55
0.52
O.SO
0.52
CHANNELS
o '
r-tw;;;=;;;;;j
,
I
[
AMERICAN STANDARD
f
, __t•
----
o ,
.J.
~
;g2
[
DIMENSIONS OF SECTIONS
f I'":g..I :I G'rip
I
,
STD.
..-Ii....
Section
Index
and
Depth
Weight
r,er
oat
Flange
Width
Distance
Web
Half
Thick- Thick- Thickness. p ness
ness
C1
f
0
3~
3~
3~
3~
I%;
3
3
3
3%
3%
3%
3%
2%
2%
2%
2%
2%
2%
2%
27{
27{
27{
2
2
2
1%
1%
1%
15%
15%
15%
15%
12%
12%
12%
10%
10%
10%
10%
9%
9%
9%
8Ys
8Ys
8Ys
8Ys
77{
77{
77{
6%
6%
6%
5%
5%
5%
1~
1~
1~
4~
4~
4~
~
~
~
1~
1~
3%
3%
%
1%
1%
17{
17{
17{
Min.
Clear.
h
Gage
Grip
Max.
Flange
Rivet
- - - - - - II. - - -II- - - - - - - - -- - In.
In.
In.
In.
In.
In.
In.
In.
In.
In.
In.
In.
lbs.
- - - - - - - - - - - - - - - - - - - - - - - - - - -58.0
tC 60 51.9
18
45.8
R=.625 42.7
50.0
Cl
40.0
15
R=.50 33.9
50.0
C 20 40 .0
13
35 .0
R=.48 31.8
30.0
C2
25.0
12
R= .38 20.7
30.0
C3
25 .0
10
20.0
R=.34 15.3
20.0
C4
15.0
9
R=.33 13.4
18.75
C5
13 .75
8
R=.32 11.5
14.75
C6
12.25
7
9.8
R=.31
13 .0
C7
10.5
6
8.2
R=.30
C8
9.0
5
6.7
R=.29
C9
7.25
4
5.4
R=.28
6.0
C 10
5.0
3
4.1
R=.27
47{
4Ys
4
4
3~
3~
3%
4%
4Ys
4Ys
4
3Ys
3
3
3
2%
%
%
%
%
%
%
%
%
%
%
%
~
~
~
l~
%
~
Us
%
~6
7{
7{
~
~6
~6
~
l~
Us
%
7{
~
%;
7{
%
~6
V2'
7{
Us
%
%;
~6
Ys
%
7{
~
~6
~6
~6
%
Us
Us
2%
27{
27{
27{
2Ys
2Ys
2
1%
%
%
%
%
%
%
%
%
%
~
~6
~6
Us
Ys
7{
1%
%;
%;
1~
~6
~6
1~
%;
%;
%;
7{
7{
7{
%
7{
2~
2%
2%
2~
2%
2~
1%
1%
1~
1%
~6
~6
.
~6
%
7{
%;
7{
7{
~6
Ys
7{
~6
Ys
7{
~6
~6
Us
Ys
7{
~6
Ys
7{
%;
~6
~
Gages g. are based on 11~ edge dIStance
tc 60 is not an American standard channel.
~6
~
Ys
~6
Ys
~
Ys
Ys
(Va
.
~
1~6
1~6
1~6
2~
2~
2~
2~
1~6
1~6
1~6
2~
2~
2~
l~
I%;
2~
2~
2~
2~
%
%
1~6
I%;
I%;
1~
1~
1~
I%;
2~
2~
2~
1~6
1~6
1~6
2~
2~
2~
2~
%
%
%
2~
2~
2~
l~
l~
~6
~
%
~
~
Us
~
~6
%
~
%
~
~6
2~
2~
2~
2~
27{
2
2
2~
2~
2~
2~
~6
~6
~6
1~
1~
1~
~
~
~
1~
1~
1~
1~
Us
Us
~
1~
%
~6
1%
1%
27{
27{
27{
2
2
2
2
2
2
~
1~
%
7{
1%
1%
17{
17{
17{
1%
1Ys
1Ys
1~6
2
2
%
7{
2~
2~
%
%
2
2
%
7{
1~
1~
1~
%
%
%
maxImum rlvel).
1~6
1~6
l~
1~6
%
%
~6
~
%
%;
~
.... .. Us
.... . . ~6
.... .. 7{
%
%
%
%
%
%
%
%
~
Us
Us
Us
%
%
%
%
%
%
%
%;
%
1
1
1
1
1
1
1
1
1
1
1
%
%
%
L
EQUAl
L
UNEQUAL
L
BUll
CAR
SECTIONS
~
~
~
CRANE
~
~
~
~6
1Ys
1Ys
%;
%;
~
~
1
1
%;
7{
~
~6
~
~
~
7{
7{
SHip
~
~
~
~
%
%
%
%
%
%
%
%
%
[
CAR ..
~
SPLIT
RAILS
CORRUG.
SHEETS
PILlNB
FLOOR
PLATES
PlATES
MILL
PRACTICES
21
INDEX
r
•
CHANNELS
[
CAR BUILDING A ND
SHIPBUILDING
PROPERTIES OF SEGIONS
....... ......
...
-
...... and
It• • •
'60
p.~
1
18114
R-.625
P.C.G.
'20
p,e.B.G.
13 x ..
P.t-B.G.
p,e.B.G.
R-.48
pml
P.G.
C l7D
12x ..
R-.lO
em
I ,,.
I
I '21
I
I
1213~
R- .60
P.G.
10 x4
R-.575
P.G.
P.~
p,e.G.
.....
.• •
I:. ......
~
I ....
o.p!b
1ft.'
15.18
13.38
<>7
Itl.
50.•
40.•
35.0
31.8
14.66
11.11
50.0
14.64
45.0
13.16
40.0
35.0
11.70
10.23
37.0
10.80
9.60
9.00
32.'
30.9
41.1
33.6
28.5
Aw".
-
.-.. , •
Alb
AlbH
j.l
, , • , ,
"'.... n::.. ~
- -,. - -,., -,. ---- -- -- ,.
,.'
". ". ".
~
58.• 1<98
51.9
45.8
WId.
1014
9.30
12.06
9.81
I•.'
.625
.625
.625
3.950 .625
.700
.600
.500
.•50
40412
.610
.787 312.9
....
.610
.560 271.4 41.1
....
'.200
18
lIrlidl.'
4.100
In.'
.
670.7 74.5 6.29 18.5
I." .88
622.1 69.1 6.40 17.1 5.3 1.06 0.87
573.5 63.7 6.55 15.8 5.1 I.,. 0.89
6.64 1>0 4.' IJO 0.30
"91
..'" , . "
.610
4.62 1<7 4.'
13.9 43
.447 250.7 ".6 ..,5 12.5 '.0
315 237.5 36> 5.115 11.6 3.9
1.07 0.98
I.,. 0.97
1.10 0.99
1.11 1.01
4.135 .700
.700
3.890 .700
3.761 .700
.835 26al 44.7 <1. 17.8 5.'
.712 250.4 UJ '.36 IS.l 5.'
.590 232.8
..,6 14.5 5.1
.461 215.1 35.8 4.59 12.9 4.'
1.10 1.06
1.11 1.115
12
3.600 .600
3.500 .600
3.450 .600
.600 2034 33.9 • .34 IOj ]A .98 0.89
.500 189.0 31.5
9.4 3.6 0.99 .89
.450 181.8 303 4.50
3.5 0.99 0.90
10
4.319 .515
4.100 .515
3.950 .575
.794 156.3 313 3.61 1<.
1.17 1.11
.515 138.0 21.6 3.75 13.7 4.6 1.18 1.11
.425 125.5 25.1 3.89 U.B 41 1.19 1.15
13
12
8.31
U85
4.0n
.610
4.012
.
"
.... .,
1.12 1.115
1.12 1.01
..
813
713
10
R- .575
283
24.9
3.500 575
3.400 .575
.05 116.9 23.' 3.n
375 IOB.6 21.7 3.88
8.6 3.4 1.02 0.96
7.6 3.2 1.03 0.98
'28
253
7.38
6.38
10
R-.SO
21.9
3.550 .500
3.450 .500
.425 106.0 211 3.19
325 97.6 19.5 3.91
7.9 3.0 I." 0.94
7.0 2.8 1.115 0.98
25.4
23.9
7.41
6.96
9
3.500 .550
3.450 .550
.•50 87.3 19.4 3.43
.400 84.3 18.7 3.48
8.0 3.2 I." 1.00
7.5 3.1 I." 1.01
IOl3~
IOx3~
e32
9x3~
R_ .S5
f ... ,...., to .... OIIboI.1n Rut ... 1....... ,..,., 10 _
J.
22
CHANNELS
[
CAR BUILDING AND
SHIP BUILDING
DIMENSIONS OF SECTIONS
[
Section
Index
and
Depth
Weight
~er
oot
Flange
Width
Web
Distance
Hall
Thick· Thfck· Thick·
ness, p ness ness
f
a
0
Min.
Ilz
Clear.
h
Gage
Il
Grip
Max.
Flange
Rivet
-Lbs.- -fn.- -In.- -In.- - In. -In.- -In.- -In.- -fn.- -In.- -10.- -In.- -10.- - - - - - - - - - - -- - - -- - - - - -- - - - - - e 60
18
R=.625
e 20
13
R=.48
e 170
12
R=.50
em
12
R=.60
e 26
10
R=.575
e 27
10
R=.575
e 28
10
R=.50
e 32
9
R=.55
3Yz
331
3Yz
3Yz
15%
15%
15%
15%
1~
1~
1~
1~6
2~
2~
2~
2~
3%
3%
3%
3%
10%
10%
10%
10%
1~
1~
1~6
1~
2~
2~
2~
2~
%
~
~
3%
3%
3%
3%
1~
1~
1~
l~
}f6
~
~
~
3
3
3
1~
}f6
~
~6
~6
~
3Yz
3Yz
3Yz
9Yz
9Yz
9Yz
931
9Yz
9Yz
9Yz
7Yz
7Yz
7Yz
1~
l~
1~
2Yz %
2Yz ~
2Yz %
2Yz ~
2Yz 1~
2Yz ~6
2Yz Yz
2Yz :!1
2Yz %
2Yz Yz
Yz
~
~
3
3
7%
7%
1~
1~6
2Yz
2Yz
}f6
~
~
3Ys
3Ys
7%
7%
1~
1!{6
~
~
3
3
6~
6%
lYs
lYs
58.0
51.9
45.8
42.7
%
%
%
%
1~
4Ys
4
4
}f6
Yz
~
~
~
50.0
40.0
35.0
31.8
4%
4Ys
4Ys
4
%
%
%
%
%
}f6
%
~6
~
~
50.0
45.0
40.0
35.0
4Ys
4
3%
1~
:!1
}f6
37.0
32.9
30.9
3%
41.1
33.6
28.5
4~
4~
3~
3Yz
3Yz
4Ys
4
%
~
}f6
1!{6
1~
%
%
%
%
%
%
~
~6
~
28.3
24 .9
3%
3Yz
~
~
25 .3
21.9
3Yz
3Yz
Yz
Yz
25.4
23.9
3Yz
3Yz
~
~
Yz
%
Yz
%
~6
hi;
}f6
%
1~
1~
1~
Gage. 9 are usual standard gages, but may be varied if conditions require.
Gages g. are based on 1 t~· edge distance (%' maximum rivet).
~
%
~6
Yz
:!1
%
Yz
}f6
2Yz
2Yz
2Yz
2Yz
2Yz
2Yz
2Yz
2Yz
2Yz
2Yz
2Yz
2Yz
%
%
%
%
1
1
1
1
%
~
~6
~
1
1
1
1
%
%
%
%
1
1
1
1
CAR ..
SHip
L
EQUAL
L
UNEQUAL
L
BULB
Tj
T
SPLIT
2~
2~
2~
~6
2Yz
2Yz
2Yz
~
~
~6
:!1
%
CRANE
RAILS
~
2
2
~
~
:!1
:!1
CORRUG.
SHEETS
2Yz
2Yz
Yz
%
2
2
Yz
Yz
:!1
2Yz
2Yz
Yz
Yz
2
2
~
~6
}f6
%
~6
:!1
:!1
%
:!1
%
:!1
%
CAR
SECTIONS
PILINa
flOOR
PLATES
PLATES
MILL
PRACTICES
23
INDEX
2
CHANNELS
[
CAR BUILDING AND
SHIP BUILDING
PROPERTIES .OF SECTIONS
.."
District
"N• ",,,.
., •
_. _.
.... 112·2
Alls 1·1
"''''' 1::,
'":I' ••• , , • , , • ,
-,o.- -- -- -'"""- -- -- - - - - 'n.'
-".- ---- - ". " -" -".- - - - ". C36
Wei,ht
Ind....d
Komll'll!
Size
Width
Section Chunti
An...
Thic .
Thlc_·
In.'
In.'
In.'
In.'
"
p.e.G.
P.B.G.
R=.525
21.4
6.63
6.23
C37
8"
R-.50
20.0
5.83
1<7
5.43
12.7
1
1
1
8x3~
041
22.8
8
3.500 .525
3.450 .525
.425
.375
63.3 15.8 3.09 7.'
61.Z 15.3 3.13 6.9
30
1.9
1.05 1.04
1.05 1.05
8
3.025
2.975
.500
.500
.400
.350
54.0 13.5 3.05 4.7
51.9 13.0 3.09
11
'1
0.90 0.86
0.90 0.88
•••
R- .50
19.1
6.60
5.55
7
3.600 .500
3.450 .500
.500
.3511
47.1 13.5 2.67 7.5
"8 111 2.78 6'
3.0
V
l.07 1.07
1.07 1.11
P.
C42
7"
R-.47S
17.6
5.12
7
3.600 .475
.315
37.3 10.7 2.70
.,
1.0
0.90 0.90
P.G.
6x3J.!j
1.,
5.12
6
3.500
.475
.315
19.'
9.8 1.38 6.1
"
Ul8 1.15
15.3
4.48
6
3.500 .385
.34lI
25.3
8.' 1.38 5.1
1.1
1.08 1.08
16.3
15.1
4.75
4.37
6
3.600 .475
1.938 .475
.375
.313
25.8
24.7
8.6 1.33 '.0
8.1 1.38 3.6
1.9
1.8
0.91 0.95
0.91 0.91
12.0
3.52
6
1.500 .375
'13
18.6
6.1 1.3<) 1.0
1.1
0.75 0.72
13.8
4.00
•
1.500 .500
.500
8.8
'.4 1.49 1.1
I..
0.74 0.86
9.0
7.1
1.64
1.08
3
2.125 351
1.938 .351
.500
3.1
1.7
1.1 1.09 0.91 0.68 0.61 0.71
1.8 1.14 0.71 0.56 0.68 0.68
P,C.
7x3~
C46
R_.47S
C56
P.C.
6Jl3~
' -.385
P.
P.
C47
6"
R-.475
1
C48
6x2~
R-.375
C100
P.
4x2~
R.. 18
P.
P.
C.
.C 192
.C 193
·e 21
3 x l%
R-.l9
,313
otC 193 Clnd C 91 .... Id..tical WI'" C 1 ~ • • •• pt ""nge. (II. Aar. d outta lYi' al_ at IIan(lel,
FDI' ~ .y la . ymbal. In fir.t r;olumn .. I., 10 page 3.
24
CHANNELS
L.
•f!i
[
CAR BUILDING AND
SHIP BUILDING
,, .
I GH
'"II"
, ,
1.".01
DIMENSIONS OF SEalONS
P
roo',
... .....
...
f1. ni'
rnw_
...
,.
,. '"
''""
'"
.
..
F1.a,.
Grip
M'
.
Depth
" . ...•
f-..,
..
.
,.
.
",
"'",
". - - -- - - - - -- - - -- -- -- - - -- - - -C3'
""'~
In.du
Width
Th;~k.
" HI,
,
,
R_.525
C37
8
R- .50
C41
7
R...50
22.8
2l.4
3
3
),;
22.7
19.1
34
3),;
),;
),;
17.6
3
),;
18.0
3),;
),;
C46
6
R-.47S
,
,
,
C56
15.3
3),;
R-.J85
C47
R-.47S
C48
16.3
15.1
12.0
R.. .J75
C200
4
13.8
R...28
'e 192
'e 193
'e 21
3
R_ .19
),;
),;
21),0
18.7
C42
7
R...m
3),;
3),;
9.0
7.1
3
3
2),;
24
24
2
),;
4
),;
4
4
4
4
4
~
HIli
Thlck- Thltk_
,~
•
,
4
Ji
4
),;
4
4
4
4
4
'"
JU
4
),;
»
'"
.
.
....
.
)(
Ji
"" '"
t
Cl ....
h
•
,
~
,
Rim
. ..
24
24
5»
5»
I",
I",
2Ji
2Ji
34
34
4»
4»
I",
I",
2)(
2)(
,.
,.
..,.
24
5
I
2)(
JU
1~
),;
34
4
I
2)(
JU
2
),;
34
34
5»
5»
I,.
I",
2Ji
2Ji
),;
),;
2
2
),;
),;
»
»
I»
I»
),;
),;
2
2
),;
li
li
li
),;
»
li
L
EQUU
L
UNEQUAl
l
IU"
..
SPlit
li
,
$leT.OIIS
34
44
4
4
24
24
''
2
I
I
2)(
2Ji
JU
,.
4
2
4
li
..,"
CUIIE
I»
I»
),;
4
»
»
eOItHa.
SHUn
4),;
24
2
24
14
14
I»
I»
»
2
4
..
."" ..
',,"
Ga~ {II .... ,"""I ,'o.datd ~g .., but .... y boo ..... 0..11' (onditlonl'Oqui ...
Gages g ..... ba..d on 1 v.'.dlll' di,!one. ('4' mo.;mu", .i.ell.
2
...
...
4
otc 193 and C 21 carlldl.li...,1 with C 192 ''''''1>1 1Ia.1IM .... /Ia •..! ...., 10 3Yi' at toe of fto-.
25
I),;
4
Ii
PlUII.
I),;
4
Ii
nOD.
PlATES
..
,
...
..
..
..
..
"''''
.ou
,,,"""
L
Dislrlct
T."
EQUAL ANGLES
PROPERTIES OF SECTIONS
,....
""'"
'H "",..
".
Al
R_"
8.8
Ji
~
"
~
li
p.e.B.G.
p.e.B.G.
p,e,B.G.
p.e.B.C.
p.e.B.C.
p.e.B.C.
p.e.B.G.
·1
.%
A1
6.6
li
)(,
p.e.B.G.
P.G.
li
0<"
p.e.
p.e.B.S.
p.e.B.S.
p.e.B,S.
p.e.B.S.
,., ""
...
••• "
'l4
A3
R-~
p.e.B.S.
p.e.B.S.
p.e.B.G.
."
M
R-li
A.
R-li
~
)(,
,
Aals I·llnd Alh 2·2
98.0
89.0
56.9
16.73
51.0
45.0
15.00
13.23
79.6
38.9
32.1
29.6
11.44
69.7
9.61
59.4
8.68
54.1
26.4
7.75
48.6
37.4
11.00
35.5
33.1
2.,
9.13
31.9
8.44
28.2
7.11
24.2
6.43
5.75
'.1<
21.1
19.9
17.7
3.66
15.4
13.0
24.2
21.9
19.6
17.2
14.9
12.6
.36
1.98
6.94
'.86
27.2
23.6
10.0
16.2
4.75
4.18
17.8
15.7
13.6
11.3
3.61
.,
3.03
1.'
'.44
1.1
12.8
1l.3
3.75
3.31
9.8
81
6.6
1.86
'.6
'.0
100
18.5
15.7
4.61
6.1
~
)(,
li
'"
'"
li
li
S
.
•
-- ---- -- -IR.'
,,' -In.'- - -
~
..
3~x3~
¢
li
~
1 RA'-li
".
14.3
12.3
IOJ
.).(
PCBG
.
/:,
""~
,
".
-- --
If>
I
p,e.B.
WtlJM
11.1
9.8
8.'
1.1
'.8
2.40
•••3.1
1.94
3.0
3.25
2.87
2.48
1.1l9
1.69
3.6
3.3
1.9
2.'
2.0
17.5
15.8
14.0
12.2
10.3
2.42
9.3
8.'
2.50
2.51
8.6
1.6
6.1
,.1
'.1
'.6
'.1
3.,
3.0
1.80
-".•- - .
"
2.44
2.41
2.37
2.45
2.32
1.56
1.56
2.47
2.28
213
2.21
2.19
1.58
1.58
1.58
2.49
1.55
1.57
1.87
1.88
1.86
1.82
1.78
1.73
1.71
1.68
1.66
1.64
1.89
1.61
US
1.19
1.19
1.19
'.1
1.49
1.50
1.57
0.96
1.52
3.9
3.1
1.8
1.'
2.0
1.52
0.97
0.91
•.,
1.8
1.'
2.0
1.81
1.83
1.84
1.85
1.86
1.54
1.48
1.43
1.55
1.41
1.56
1.56
1.39
I."
1.19
III
1.23
U8
1.16
1.14
1.12
I.Il9
1.20
L8
I.,
1.11
1.13
1.13
1.3
1.0
1.24
1.25
I.,
1.3
11
0.98
0."
"'Speclal_.
oWMn ",odllCad In Bitmln.gham Ditfflet, "gl.""", wt1l ...e.ad standard 10 ... 0 .....
Fa< ~.y 10 .ymbol. r.. Arst eolu""" .. 1•• 10 _
J.
26
A.Us 3-3
rmin .
1.1<
1.07
1.07
u.
I.Il9
1.16
1.17
1.17
1.11
1.18
0.98
0.98
0.99
0.99
o.n
0.77
0.78
078
0.79
0.79
0.79
1.1<
1.04
0.68
0.68
1.01
0.69
0.99
0.69
0.97
0.69
L
EQUAL ANGLES
PROPERTIES OF SECTIONS
District
Rolled
Section
Index
Size
In.
Thickness
J
A7
R= Ks
3x3
p.e.B.
p.e.B.S.
p.e.B.S.
p.e.B.S.
p.e.B.S.
US
%
'f's
~
1
-hi;
o~
tA9
R= ~
2 ~ x2 ~
%
Ks
~
Ks
%
p.e.B.S.
1
tA 11
R= }:i
2x2
'f's
}:i
;{6
Y8
PCBS
1
R= ~
I%: X I%:
p.e.B.S.
{
p.e.B.S. {
I
S
r
x
9.4
8_3
7.2
6.l
4.9
3.71
2.75
2.43
2.l1
1.78
l.44
l.09
2.2
2.0
l.8
l.5
l.2
0.96
1.1
0.95
0.83
0.71
0.58
0.44
0.90
0.91
0.91
0.92
0.93
0.94
0.93
0.91
0.89
0.87
0.84
0.82
I'
znin.
0.58
0.58
0.58
0.59
0.59
0.59
7.7
5.9
5.0
4.l
3.07
2.25
1.73
l.47
1.19
0.90
l.2
0.98
0.85
0.70
0.55
0.73
0.57
0.48
0.39
0.30
0.74
0.75
0.76
0.77
0.78
0.81
0.76
0.74
0.72
0.69
0.47
0.48
0.49
0.49
0.49
4.7
3.92
3.l9
2.44
l.65
l.36
1.15
0.94
0.71
0.48
0.48
0.42
0.35
0.28
0.l9
0.35
0.30
0.25
0.l9
0.l3
0.59
0.60
0.61
0.62
0.63
0.64
0.61
0.59
0.57
0.55
0.39
0.39
0.39
0.40
0.40
0.31
0.27
0.23
0.l8
0.l3
0.26
0.23
0.l9
0.l4
0.l0
0.51
0.52
0.53
0.54
0.55
0.57
0.55
0.53
0.51
0.48
0.34
0.34
0.34
0.35
0.35
Y8
2.34
l.80
1.23
0.69
0.53
0.36
0.14
0.11
0.08
0.l3
0.l0
0.07
0.45
0.46
0.46
0.47
0.44
0.42
0.29
0.29
0.30
~
hi;
~
tA 13
R= ;{s
l ~ xl ~
tA 15
R= ;{s
1 ~ X l }:i
}:i
;{s
Y8
l.92
1.48
l.01
0.56
0.43
0.30
0.08
0.06
0.04
0.09
0.07
0.05
0.37
0.38
0.38
0.40
0.38
0.35
0.24
0.24
0.25
tA 16
R= Y8
1x1
}:i
;{s
Y8
l.49
1.16
0.80
0.44
0.34
0.23
0.04
0.03
0.02
0.06
0.04
0.03
0.29
0.30
0.31
0.34
0.32
0.30
0.l9
0.l9
0.l9
hi;
L
EQUAl
L
UNEQUAL
L
BULB
Tj
T
SPlIT
1.17
l.oo
0.81
0.62
0.42
Ks
Y8
p.e.B.S. {
3-3
-Axis
oot
3.99
3.39
2.77
2.l2
l.44
%
tA 12
Axis 1-1 and Axis 2-2
Area
of
Section
~er
- - -In.'- -In.'- -In.'- -In.- -In.- -In.-In.- -lbs.
-- - - - - - - -- - - ~
p.e.B.S.
Weight
*Special gage.
tBar size.
oWhen produced in Birmingham District. leg length will exceed standard tolerance.
For key to symbols in forst column. refer to page 3.
CAR
SECTIONS
CRANE
RAILS
CORRUG.
SHEETS
PILING
flOOR
PLATES
PlATES
Mill
PRACTICES
27
INDEX
•\ •!
UNEQUAL ANGLES
L
I
1
•
.....
District
e.G.
_.
...
-- --
A94
niek. Wei",!
,..
I
JS
1l
jj
'"
)i
·1
)j
A18
' -)i
1l
8.6
jj
'"
)j
'"
1
)j
P.C.G,
ASO
' -)i
".
1l
jj
'"
)i
l1i
)j
1l
P.C.G,
.....
"
2·2
...
".
1:1 " , , , , , • , , - ,
- - - - - - -,. - - ", - ,. - ". -~
,.- -". --- ". ...!"-.. ,o. ", -",- -StetiOll
Ind • •
' -)i
P.C.B.
.:-I'
PROPERTIES OF SEGIONS
A60
' -)i
~
7 ••
'"
)i
l1i
~
A,I,
Axis
A.I$ 1·1
min.
In.-
40.8 "00 97.0
36.1 10.61 86.8
31.3 9.19 76.1
26.3 7.73 64.'
23.8 7.00 59.1
2U 6.25 531
17.6
15.7
13.6
11.5
10.4
'.3
441 13.00 SO.8
39.1 11.48 72.3
33.8 '.94 63.'
28.5
54.1
25.7 7.56 49.3
23.0 6.75 44.3
20.2 5.93 39.2
15.1
13.4
11.7
37.4 11.00 69.6
33.1 9.73 62.5
28.7 8.44 54.'
24.2 7.11 46.9
21.9 6.43 42.8
19.6 5.75 38.5
17.2 5.," 34.1
."
3.2
2<2
22.1
20.0
17.9
IS.8
13.6
8.86 42.9
7.69 31.8
6.48 3"
5.87 29.6
5.25 26.7
'.62 23J
3.98 20.6
,.,
..
~84
~86
2.88
~90
2.91
2.92
'"
2.51
2.53
~54
'.0
2.55
2.56
7.1
2.57
14.1
12.5
10.9
91
8.'
7.5
6.6
2.52
2.53
,.7
8.'
7.1
"
5.8
5.1
• .4
2.55
2.57
2.58
2.59
2.60
2.20
2.22
2.24
t24
215
2.26
2.27
3.SO Ito '.0
3.45 10.8 16
3.41 '.6 3.1
3.36
3.33 7.6
331 6.' U
.,
1.00 0.83
0.95 0.84
0.91 0.84
0.86 0.85
0.83 0.85
0.81 0.85
2.85 38.8
34.'
2.56 30.7
2.52 26.3
,SO 24.0
2.47 21.7
2.45 19.3
.,
3.05 U.S
3.00 10.5
to5
~91
8.1
~88
7.'
2.86 6.7
2.83
3.' 1.03 1.05
3.5 1.04 1.00
3.1 1.05 0.95
2.6 1.07 0.91
2.' 1.01 0.88
2.2 1.08 0.86
1., 1.'" 0.83
2.61
,.•
..
~55
2.51
2.46
2.44
2.42
2.39
2.37
oWMn produced In 8irmillSlho", O;mid, 1111 length will .. ,"" slOftdard 101 .."""1.
For hy to ''1'",1>010 In R.. I col.",", .. ffllo POIII 3.
28
""
1.00
1.01
1.02
1.04
1.04
1.05
1.73
l.74
1.76
1.77
53 US
'.8 1.79
I.SO
8.'
7.'
6.'
5.'
1.65 1.28
1.61 1.28
1.56 1.29
1.52 119
I.SO DO
1.47 1.30
1.45 1.31
0.85
0.85
0.85
0.86
0.86
0.86
0.87
101 3.5 1.07 1.05 0.86
,.1 3.0 1.'" 1.01 0.86
7.8 t6 1.10 0.96 0.86
1.11 0.94 0.87
71
6.5 U 1.11 0.92 0.87
5.8 1., 1.12 0.89 0.88
5.1 1.6 1.13 0.87 0.88
"
a~i
\
'
l'
,!
UNEQUAL ANGLES
L
--r1
PROPERTIES OF SECTIONS
ley.,
\
iI
District
Rolled
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.G.
P.C.B.
P.C.B.
P.C.B.
P.C.
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.B.G.
P.C.G.
P.C.B.S.
P.C.B.S.
P.C.B.S.
P.C.B.S.
C.S.
Section
Index
Size
Thick· Weight
ness
f;~t
A 20
6x4
%
%
Us
~
}ls
%
.~
~
A 21
R= ~
6x3~
%
~
.)4
0%
%
A23
R=}ls
5x3~
~
}ls
%
~
.)4
A 24
R=%
Axis
Axis 2·2
Axis 1·1
I
S
2.12
2.08
2.03
2.01
1.99
1.96
1.94
1.92
9.8
8.7
7.5
6.9
6.3
5.6
4.9
4.2
1.92
1.94
1.95
1.96
2.08
2.04
2.01
1.99
4.3
3.7
3.0
2.6
2.3
1.9
1.6
1.55
1.56
1.58
1.59
1.60
1.61
1.61
2.9
2.6
2.2
1.9
1.5
1.59
1.60
1.61
1.61
1.62
I
S
r
27.2 7.98
23.6 6.94
20.0 ·5.86
18.1 5.31
16.2 4.75
14.3 4.18
12.3 3.61
10.3 3.03
27.7
24.5
21.1
19.3
17.4
15.5
13.5
11.4
7.2
6.2
5.3
4.8
4.3
3.8
3.3
2.8
1.86
1.88
1.90
1.90
1.91
1.92
1.93
1.94
15.3
11.7
9.8
7.9
4.50
3.42
2.87
2.31
16.6
12.9
10.9
8.9
4.2
3.2
2.7
2.2
19.8
16.8
13.6
12.0
10.4
8.7
7.0
5.81
4.92
4.00
3.53
3.05
2.56
2.06
13.9
12.0
10.0
8.9
7.8
6.6
5.4
12.8
11.3
9.8
8.2
6.6
3.75
3.31
2.86
2.40
1.94
9.5
8.4
7.4
6.3
5.1
3·3
r
r
y
3.4
3.0
2.5
2.3
2.1
1.9
1.6
1.4
1.11
1.12
1.13
1.14
1.15
1.16
1.17
1.17
1.12
1.08
1.03
1.01
0.99
0.96
0.94
0.92
0.86
0.86
0.86
0.87
0.87
0.87
0.88
0.88
4.3
3.3
2.9
2.3
1.6
1.2
1.0
0.85
0.97
0.99
1.00
1.01
0.83
0.79
0.76
0.74
0.76
0.77
0.77
0.78
1.75
1.70
1.66
1.63
1.61
1.59
1.56
5.6
4.8
4.1
3.6
3.2
2.7
2.2
2.2
1.9
1.6
1.4
1.2
1.0
0.83
0.98
0.99
1.01
1.01
1.02
1.03
1.04
1.00
0.95
0.91
0.88
0.86
0.84
0.81
0.75
0.75
0.75
0.76
0.76
0.76
0.76
1.75
1.73
1.70
1.68
1.66
2.6
2.3
2.0
1.8
1.4
1.1
1.0
0.89
0.75
0.61
0.83
0.84
0.84
0.85
0.86
0.75
0.73
0.70
0.68
0.66
0.65
0.65
0.65
0.66
0.66
-In.- -In.- -lbs.- -In.'- -In.-- -In.'- -In.- -In."- - In.- -In.' - In. - In. -min.
-- -- - - In.
o~
R=~
Area
of
Section
~
}ls
5x3
%
~
.)4
L
UNEQUAl
L
BULB
Tj
T
SPLIT
CAR
SECTIONS
CRANE
RAILS
CORRUG.
SHEETS
PlLlNa
*Special gage.
oWhen produced in Birmingham Dislrict. leg lengfh
will exceed slandard folerance.
flOOR
PLATES
For key 10 symbols in rorsl column, refer '0 page 3.
PlATES
MILL
PRACTICES
29
INDEX
UNEQUA L ANGLES
L
IIill rkt
Rolltcl
Stdlon
I~I
___ _ _
PROPERTIES OF SECTIONS
In.
Arta
In.
In.'
4.30
6.4
3.50
3.09
S]
1M
14.7
11.9
10.6
~
9.1
2.67
~
7.7
62
225
13.6
11.1
9.8
8.5
71
5.8
3.98
3.25
2.87
2.48
2.09
1.69
"'5.1
3.00
2.65
2.30
1.93
1.56
35
3.1
In.
*
P.C.
P.C.B.
P.C.B.
P.C.B.
P.C.B.
P.C,B.
WIII&fII
~
A26
R-H
4x3~
·li
~
P.C.B.G.
A 21
R_~
,
4 3
J.!i
~
'"
~
.~
P.C.B.
P.C.B.
P.C.B.S.
..
U.
R_'" 3~x2~ ~
P.C,B.S.
P.C.B.S.
li
P.C.B.
P.C.B.
P.C.B.S.
P.C.B.S.
P.C.B.S.
9.4
8.3
71
6.1
4.9
li
A29
o)i
8.5
..
1.6
6.S
5.6
4.5
(Il'.1a
R-", 3x2~ ~
A 32
Alls )·1
A1II12-2
3-3"
Siu Thlck- 1:'
" 1 ____
__________
nest
ootSection
S
~
__
" 1
-,-,
I_
S_
. _
,. _~ no
"
I• .'
In.
In.
Ill.
1.8
1.5
1.03
1.04
1.05
U16
1.07
1.04
1.00
0.98
0.96
0.93
0.72
0.72
0.72
0.73
0.73
1.9
1.7
1.5
1.2
1.0
1.23 1.31 2.9 1.4 0.85 0.87
1.25 1.33 2.4 1.1 0.86 0.83
115 1.30 21 1.0 0.87 0.80
116 118 1.9 0.87 0.88 0.78
117 116 1.1 0.73 0.89 0.76
1.28 114 1.4 0.60 0.90 0.74
0.64
0.64
0.64
0.64
0.65
0.65
1.9
1.5
1.3
1.1
0.95
0.78
1.07
1.08
1.09
1.10
1.11
1.13 2.3
1.10 2.1
1.08 1.9
l.(J6 1.6
1.04 1.3
1.1
0.98
0.&5
0.72
0.59
0.88
0.89
0.90
0.90
0.91
0.88
0.85
0.83
0.81
0.19
0.62
0.62
0.62
0.63
0.63
2.11
1.78
1.44
3.2
2.9
2.6
2.2
1.8
1.4
1.3
1.1
0.93
0.75
1.09
1.09
UO
1.11
1.12
110
U8
U6
1.14
1.11
1.4
1.2
1.1
0.94
0.78
0.76
0.68
0.59
0.50
0.41
0.70
0.71
0.72
0.73
0,74
0.70
0.68
0.66
0.64
0.61
0.53
0.54
0.54
0.54
0.54
2.50
2.21
1.92
1.62
1.31
2.1
1.9
1.7
1.4
11
1.0
0.93
0.81
0.69
0.56
0.91
0.92
0.93
0.94
0.95
1.00
0.98
0.96
0.93
0.91
1.3
11
1.0
0.90
0,74
0.74
0.66
0.58
0.49
0.40
0.72
0.73
0.74
0.74
0.75
0.75
0.73
0.71
0.68
0.66
0.52
0.52
0.52
0.53
0.53
1.81
2.75
~43
In.'
In.
In.
2.4
112
41
1.9
1.7
1.5
3.6
>9
1.0
113
1.24
1.25
116
1.27
119
115
1.23
111
US
1.16
4.8
4.5
4.0
3.'
2.8
"
2.3
In.'
1.3
2.3
'"Sc>edal ~~.
aWhe~ ",ac!"".d In Bl,mlngham Di,trict. r.g I...grh will • • ceed 'ta~cIord Iol.,a"" •.
For hy 10 .y",bol. in lUll column,
10 page 3.
,.r.,
30
In.'
4.5
3.8
3.4
3.0
2.6
2.1
1.4
11
1.0
0.81 1.07 0.91 0.73
II
\!
UNEQUAL ANGLES
I
L
1-+11-+--
PROPERTIES OF SECTIONS
Section
Index
District
Rolled
Size
S
r
I
"- - I - S - r
-In.- -In.- -Lbs.- -In.'- -In.-- -In.'- -- - - - - - - - -- - - -" - -In.- In. In.- In.' In.
}2
P.C.B.
P.C.B.
P.C.B.S.
P.C.B.S.
P.C.B.S.
P.C.B.S.
!16
A33
R=%;
3x2
%
%;
M
'~6
7.7
6.8
5.9
5.0
4.1
3.07
2.25
2.00
1.73
1.47
1.19
0.90
1.9
1.7
1.5
1.3
1.1
0.84
1.0
0.89
0.78
0.66
0.54
0.41
0.92
0.93
0.94
0.95
0.95
0.97
Axis
3-3
Axis 2-2
Axis 1-1
Weight Area
Thick-" per
of
ness
Section
Foot
1.08
1.06
1.04
1.02
0.99
0.97
0.67
0.61
0.54
0.47
0.39
0.31
0.47
0.42
0.37
0.32
0.26
0.20
0.55
0.55
0.56
0.57
0.57
0.58
y
-
In.
0.58
0.56
0.54
0.52
0.49
0.47
r
Inin.
-
In.
0.43
0.43
0.43
0.43
0.43
0.44
L
BULB
0.51
0.45
0.37
0.29
0.36
0.31
0.25
0.20
0.58
0.58
0.59
0.60
0.58
0.56
0.54
0.51
0.42
0.42
0.42
0.43
5.3
4.5
3.62
2.75
1.55
1.31
1.06
0.81
0.91
0.79
0.65
0.51
0.55
0.47
0.38
0.29
0.77
0.78
0.78
0.79
0.83
0.81
0.79
0.76
~
3.92
3.19
2.44
1.15
0.94
0.72
0.71
0.59
0.46
0.44
0.36
0.28
0.79
0.79
0.80
0.90 0.19 0.17 0.41 0.40 0.32
0.88 0.16 0.14 0.41 0.38 0.32
0.85 0.13 0.11 0.42 0.35 0.33
P.C.B.S. { tA37 2 X 1}2
R=M
M
2.77
~
2.12
1.44
0.81
0.62
0.42
0.32
0.25
0.17
0.24
0.18
0.13
0.62
0.63
0.64
0.66 0.15 0.14 0.43 0.41 0.32
0.64 0.12 0.11 0.44 0.39 0.32
0.62 0.09 0.08 0.45 0.37 0.33
f t A 645
1 R=M
M
2.55
1.96
0.75
0.57
0.30
0.23
0.23
0.18
0.63
0.64
0.71 0.09 0.10 0.34 0.33 0.27
0.69 0.07 0.08 0.35 0.31 0.27
2.34 0.69
1.80 0.53
1.23 0.36
0.20
0.16
0.11
0.18
0.14
0.09
0.54
0.55
0.56
0.60 0.09 0.10 0.35 0.35 0.27
0.58 0.07 0.08 0.36 0.33 0.27
0.56 0.05 0.05 0.37 0.31 0.27
%
p.e.B.s·l
P.C.S.
P.
tA 35 2}2 x2
R=M
J t A48
1R=M
2}2xl}2
2x 1M
~6
M
~6
%;
M
Ys
%;
M
P.C.
{ tA 39 l%;x1M %;
R=M
Ys
*Special gage.
For key to symbols in first column, refer to page 3.
SPLIT
CAR
SECTIONS
CRANE
RAILS
CORRUG.
SHEETS
PlLlNa
tBar size.
FLOOR
PLATES
PLATES
MILL
PRACTICES
31
INDEX
s.ctiOll
Indt%
Dlslrict
Rolled
OM
Nomlftll
Sll'
I
SA 313
P.G.
P.~
P.
P.C.G.
!
!
!
!
BA 312
9x3~
BA311
8x3~
SA 300
7x3~
BA 307
6x3~
BA 303
.
P.
f:t
"32.3
5x2~
BA 145
3,1
. "
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3.53
3.55
3.59
3.62
3.66
4.69 61
4.10 5.6
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4.85 • .1
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0.82 .70
0.81 0.68
27.2
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6.57
3.69
3.63
3.57
3.51
3.45
13.8
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5.70
3.57
3.51
3.45
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3.69
3.57
3.45
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18
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1.44 .14
3.8
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All, z.z
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9.49
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lax 3~ 24.8
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P.
W,I,hl
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0.68
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3.27
3.30
4.19 4.7
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55
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3.61
3.62 3.3
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.85 0.78
0.85 0.72
0.84
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32.0
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2.52
2.58
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3.03 3.'
3.01 3.0
1.8
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0.88 0.74
0.87 .71
22.7
19.0
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2.42 4.3
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1.1 0.91 0.76
0.94 .91 .73
17
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2.01 0.81 0.42 0.62 0.51
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CAR BUILDING
P.C.
P.C.
BA 125
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BA 124
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10.8
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1.91
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1.18 1.13
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112 3.3
11
0.91 0.86
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1.65 3.'
1.5
0.96 0.99
11.9
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3.50
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.375
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'94 0.94
For key 10 Iymbol.ln ~rlt column, .."" to _
3.
32
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SHIP BUILDING
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DIMENSIONS
OF SEOIONS
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CDRAUS.
SHEETS
CAR BUILDING
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33
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TEES
T
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EQUAL AND UNEQUAL
PROPERTIES A ND DIMENSIONS
OF SEalONS
. ,. ......,....
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r::.
..... ......
-
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EQUAL TEES
p.e.
TI
p,e.
TS
7.8 117 3
p.e.
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13.5
p.e. tTiO
p,e. tT II
,.•
3.97
4
1.95 3
•
3
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1
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1
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1.0
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110 1.18 1.8
0.88 0.60 0.88 0.60 0.01 0.63
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0.88 0.50 0.74
0.76 0.51 0."2 0.53
0.74 0.44
.35
0.51
0.51 0.31 0.66 0.65 015 0.12 0.46
0.44 0.31 0.59 0.61 0.13 0.13 0.43
0.37
0.16 0.59 0.59 0.18 0.18 0.42
UNEQUAL TEES
T50
13.6 '.00 5
II> 3.37 5
,
3Ji
".li
3 Ji,I~ liO.li
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112 3.19 4
4»
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11
0.61 0.69 0.61 1.1
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ji
1.1
1.1
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0.84 0.76 3.'
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rOO' hy 10
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34
UD
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/'
ZEES
,
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S
PROPERTIES AND DIMENSIONS
OF SEGIONS
,
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Ad • ..,
Ad12·2
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•
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p.e. { 21 21.1
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35
--
STRUCTURf\L TEES
CUT FROM
CB SECTIONS AND STANDARD BEAMS
In addition to sections of rolled tees th e following series include sections produced
by shearing or gas cutting either standard beams or CB ·sections.
G enerally, any beam or channel section from 3 " to 36 " in depth can be split to
form tees or a ngles.
..··c:::::::;r=
.. •i
:
,
,,
'
i
Depth ~fT".d/'Z.
,
t, ....· ..
Depth 01 Bllm, d
,
Depth ~fT".d/t
,,
L ..r:=::.~=:::J
__
,
j.
The following tolerances, over or under, apply to the depth d/ 2 of the tee or
angle which is one-half of the beam or channel depth:
Beonu or Chonnels under 6 ' .......... ... .. . ~.
Beams or Chonnels 6 ' 10 15' ind . . ... .. .. .. ~6'
Beams or ClKlnnels over' 5" to '20' . .. .. .... . 1;'''
Beam1 over 20' to 24", ... . ... . .... . ..... ¥IS"
Beomsover24· .............. . ............ %·
The above tolerances for depth of tees or angles include the allowable tolerances
in depth fo r the beams or channels before splitting. Tolerances both for dimensions
and straightness, as set up for the beams or channe ls from which these tees or angles
are cut, will apply.
These s&tions should be ordered either in pairs or so as to utiliIe a ll of the beam
or channel from which they are produced.
All structural tees or angles are produced in Pittsburgh District only.
36
STRUCTURAL TEES
2
--~
!
,..- - - ._.'-,
CB SECTIO NS
I
;
PROPERTIES OF SECTIONS
WllaM
DI.trlct
PrCMIlICod
- -
SlCIlon
Indu
.,
Are •
1:'1 ""'~
O,pth
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,
A_Is 1·1
S
Alii 2-2
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-- - ,
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,
... - - - - - •.
5.27 4.13 612.6 73 .6 3.73
0
-- - tn.'
In.'
-- - -
•
.,.
44.09 18.36
41.16 18.25
16.655 1.680 .,.5 1222.1 SS.'
16.595 1.570 .885 1133.3 79.9 525 4.07
16.555 1.440 .845 1059.2 75.4 5.26 4.07
16.512 13SO .S02 "'.3 71 .1 5.25 '.04
16.475 1.260 .765 935.8 672 5.26 '.02
97
TIS WF 91
28.56 18.24
26.77 18.16
24 .99 18.08
23.54 18.00
.SO
TIS WF 140
p {
T
CUT FROM
38.28 JUZ
CB 362) 122.5 36.01 18.03
115 33.86 17.94
TCB 18
1260 .770
1.180 .725
904.0 67.3 5.63 4.81
844.0 63.0 5.61 4.77
784.7 58.8 5.60 4.74
741.0 56.0 5.61 4.76
69£.7 53.0 5.62 4.79
t
S
In.'
In.'
563.7 67.9 3.70
510.3 61.6 3.65
472.3 57.2 3.62
435.5 52.9 3.59
P { (CB 361) SO
75
22.08 17.92
12.117
12.072
12.1)27
12.000
11.972
Tl6 WF .20
P { TCSI6.5 110
(CB 332) .00
35.26 16.75
32.36 16.63
29 .40 16.SO
15.865 1.400 .830
15.810 1175 .775
15.750 1.150 .715
822.5 63.2 '.83 J.73 437.2 55.1 3.52
754.1 58.' ' .83 3.71 391.2 49.5 3."
683.6 53.3 '.82 3.67 345.8 43.9 3.43
Tl6 WF 76 22.35 16.75
P { TCSI6.5 70.5 20.76 16.66
19.13 16.55
(CB 331) 65
11.565 1.055 .635
IU35 .960 .605
11.510 .855 .580
591.9 47.4 5.15 4.26 128.1 22.' 2.39
551.8 44.7 5.16
114 .9 19.9 2.35
513.0 42.1 5.18 4.37 100.7 17.5 2.29
TlSWF 105
P { TCS 15 95
CS 3(2) 86
15.19
27.95 15.06
25.32 14.94
15.105 1.315 .775
15.040 1.185 .710
14.985 1.065 .655
578.0 48.7 '.33 3.31 354.0
3.18
520.4 44 .. 4.31 3.26 312.3 41.5 3.34
471.0 40.2 4.31 3.23 275 .1 36.7 3."
19.41
18.22
17.07
15.88
10.551 1.000 .615
10.521
.585
10.500 .850 .564
10.484 .760 .548
TCB 18
SS
66
Tl5WF 62
P. { TCB 15 58
CS 301) 54
,....
15.15
15 .08
15.00
14.91
1.100 .680
1.020 .653
.,.0 .625
.,,.
177.7
163.9
150.3
137.1
125.2
29.3 2.49
27.1 2.47
25 .0 2.45
22.' 2.421
2.18
W.,
..,.
...,
420.1
394.8
371.8
349.5
37.4 ' .66
35.3 ' .65
33.6 4.67
32.1
.."
3.90
3.90
3."
'.03
92 .5 17 .5 2.18
84 .8 16 .! 2.16
76 .6 14.6 2.12
67.6 12.9 2.1<
Tl3 WF 88.5 26.05 13.655 14.090 1.190 .725
P. { TCSI3.S 80 23.52 13.54 14.023 1.075 .658
CS 272) 12.5 21.34 13.44 13 .965 .975 .600
391.8 36.7 3." 2.97 259.4 36.8 3.16
351.4 33 .1 3.87 2.91 229.0 32 .7 3.12
31S.3 29.' 3.SS 2.85 203.5 29.' 3.09
Tt3 WF 57
P { TCSI3.5. 51
CS 271) 47
.932 .570
.827 .518
.747 .•90
288 .' 28.3 4.15 3.42 74.8 14 .9 2.11
257.7 25.4 4.14 3.39 64.8 12.9 2.08
238.5 23.7 4.15 3.41 57 .5 11 .2 2.04
Tl2WF 80 23.54 12.36 14.091 1.135 .656
P. { TCS 12 72 .5 21.31 12.245 14 .043 ' .020 .608
(CB 243) 65 19.13 12.13 14 .000 .900 .565
271.S 27.S 3.40 2.51 246.3 35 .0 3.23
246.2 25.2 3." 2.48 217.1
3.19
222.6 23.1 3.41 2.47 187 .S 2S.8 3.13
IS.77 13.64 10.070
15.01 13 .535 10.018
13.83 13 .455 '.990
s.ctlon Ind .. In _tlleMt ret... 10 beam from .... Ich I.. I. cuI.
f"' • .., 10 .ymbol. In finI co lu",n , rei..- 10 pO" 3.
37
,..,
T
SPLIT
".
UCTIONS
....,
..'u
conus.
"'''TI
.IUI'
n OOR
PlATES
"At..
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""'oo
STRUCTURAL TEES
f:t
S""~
-
-- - -".
TiZ WF 60
fie""
(kpth
• T""
Stellon
Stirn
Thick_
Thlck- MU
Wldth
M.
*
---L(
I
!
PROPERTIES OF SECTIONS
A...
--,
,
CB SECTIONS
Wllt/!t
Inllll
1-----
CUT FROM.
T
DI.tricl
Pradlad
2
All. I-I
Allis 2·2
, , • • , ,
• -- -r.. -1-,'- - - r..
- - - - -- - 213.6 22.4 3.48 2.62 127.0 21.0 2.68
-- -- -- - - - -I•.
r..
to.
10.
In.'
I,'
- - - - -- - - --
In.'
In._
I,.
12 55
p \ TCB
CB 242) 50
17.64 12.155 12.088
16.18 12.08 12.042
14 .71 12.00 12.0lI0
.930 .556
.855 .510 195.2 20.5
.775 .468 176.7 18.7
Tl2 WF 47
TCB 12 42
P \ (CB 2(1) J8
13.81 12.145 9.061
12.35 12.045 9.015
ILlS 11.955 8.9&5
203
18.3
16.9
3.47 2.57 114.5 19.0 2.66
3.46 2.54 101.8 17.0 2.63
3.67 2.99 SU U .3 1.92
3.66 2.97 44.2 9.80 1.89
3.68 3.00 38.3 8.51 1.85
20.8
18.3
16.2
2.91 2.18 \93.0 29.4
2.89 l.ll 169.3 25.9
2.88 2.06 144 .8 22.3
p.
{ TIDWF 71 20.89 10.73
TeBIO.S 63.5 18.67 10.62
CB 213) 56 16.48 10.SO
p.
{ TCBIO.5
noWF
p.
{ TIOWF 36.5 10.73 10.62
Tca10.5 34 10.01 10.57
CB 211) 31
9.12 10.495
"
(CB 212) 41
"
3.04
3.01
2.96
9.038
8.962
.935 .575 137.1 17.1
.795 .499 115.4 14.5
3.11 2.55
3.09 2.48
54.7 12.1 1.97
44.8 10.0 1.93
8.295
8.270
8.240
.740 .455 110.2 13.7
.685 .430 102.8 12.9
.615 .400 93.7 11.9
3.21 2.60
3.20 2.59
3.21 2.59
33.1
30.2
26.6
9.24 11.833
9.16 11.792
9.08 11.750
.991 .595 102.6 13.9
.911 .554 93.9 12 .8
.831 .512 85.3 11.7
2.47 l.85 127.8 21.6 2.76
2.47 1.82 115.5 19.6 2.13
2.46 1.78 103.4 17 .6 2.71
14 .11 10.57
12.05 10.43
T9 WF 57 16.77
TCB 9 52.5 15.45
P \ (CB 183)
IU3
.872 .516 185.9
.112 .470 165.9
.682 .440 151.1
13.132 1.095 .659 177.3
13.061 .985 .588 155.8
ll.OOO .865 .527 136.4
....
8.838
8.787
8.750
8.715
.911
.831
.751
.686
T9WF 30
p. \ Tca 9 27.5
(ca 181) 2S
8.82
8.09
7.35
7.558
7.532
7.500
.695 .416
.630 .390
.570 .358
64 .8
59.6
63.9
9.32 2.71 2.17
8.63 2.71 2.16
7.85 2.71 2.14
{ T8 WF 48
Tca 8
(ca 163) 44
12.95
8.08
11.533
11.502
.875 .535
.795 .504
64.7
59.5
9.82 2.14 1.57 103.6 18.0 2.71
9.11 2.14 1.55 92 .6 16.1 2.67
T8WF 39 11.46 8.16
35.5 10.43 8.08
P { Tca 8 32
9.40 8.00
(CB 162)
29
8.52 7.93
8.586
8.543
8.500
8.464
>75
.795
.715
.645
.529
.486
.443
.407
60.0
54.0
48.3
43.6
9.45
8.57
7.71
7.00
2.28
2.28
2.27
2.26
1.81
1.71
U3
UO
43.8
38 .9
34.2
30.2
10.2
9.11
8.05
7.14
1.95
1.93
1.91
1.88
T8 WF 2S
22 .5
P { Tca 8 20
CB 161)
18
7.073
7.039
7.000
6.992
.628
.563
.5113
.428
380
.346
.307
.299
42.2
37.8
33.2
30.7
6.77
6.10
5.37
5.10
2.40
2.39
2.37
2.41
1.89
1.87
1.82
1.90
17.4
15.2
13.3
11.1
4.92
4.33
3.79
3.17
1.54
1.52
1.50
1.45
P.
14.13 8.16
7.35
6.62
5.88
5.30
8.125
8."
8.00
7.93
5.dlon In"". In _ ...,hete$ ,tiNt '0 bto.. fro .. which ,.. I, CVI.
rot kty 10 ,ymbolo In f\nI colo"'"_ ,..... to pO"
J.
38
11.9
75.3 10.6
68.1 9.67
61.8 8.82
2.60
2.58
2.57
1.56
2.05
1.99
1.96
1.93
49.7 11.3
44.3 10.l
33.2 8.97
35.2 8.D7
42.5 12.49 9.16
T9WF 38.5 11.32 9.08
P { TCB 9 35 10.28 9.00
(ca 182) 32
9.40 8.935
9.125
9.06
9.00
.526
.475
.438
.403
7.98 1.76
7.30 1.74
6.45 1.71
23.5
21.0
18.6
2.00
1.98
1.95
1.93
6.23 1.63
5.57 1.61
4.96 1.59
STRUCTURAL TEES
CUT FROM
T
CB SECTIONS
PROPERTIES OF SEGIO NS
.w'"
Produc.d
I"d..
P.
P.
A,..
S""~
In.'
- -
.-. .... .-
.
t:1 • "".
I
• •
1r-!,.
o.
o.
".
". ".
-".- - -- ---105.5 31.04 7.875 15.800 1.563 .980 102.2 16.2 1.81 1.57 51U
Wtl,hl
SKlI(lft
fila,.
T 7 WF
TCB 1
CB 145
In,'
s
•
In.'
".
1.53 489.8
1.49 465.1
1.45 441.4
1.42 418.9
1.39 395.1
1.34 372.5
1.31 351.3
1.29 330.1
65.1
62.2
59.2
56.<
53.6
50.7
47.9
45.3
42.6
4.07
<.00
<.05
<.04
<.02
4.01
<.00
3.99
3.97
1.73 1.31 283.9
1.71 1.26 263.8
1.70 1.22 245.9
1.69 1.19 227.4
1.67 U5 209.9
1.67 1.12 191.9
1.65 1.08 174.8
38.5
35.9
33.6
31.1
28.8
26.4
24.1
3.77
3.76
3.75
In.'
1.80
1.78
1.76
1.76
1.75
1.73
1.72
1.72
68
63.5
59.5
55.5
51.5
47.5
43.5
19.99 7.375 14.740 1.063 .660 60.0
18.67 7.31 14.690 .998 .610 54.7
17.49 7.25 14.650 .938 .570 50.<
16.33 7.185 14.620 .873 .540 46.1
15.13 7.125 14.575
13.97 7.06 14.545
12.78 7.00 14.500
.813 .495
.748 .465
.688 .<20
42.4
39.1
34.9
9.89
9.04
8.36
7.80
7.10
6.58
5.88
12.36 7.09
11.47 7.03
.778 .451
.718 .428
37.4
34.8
6.36 1.74 1.21 112.7 18.8 3.02
5.96 1.74 1.19 103.5 17.2 3.00
P.
{ T 7 WF
TCB 7
CB 143
10.88 7.095 10.072
37
34
10.00 7.03 10.040
30.5 8.97 6.955 10.000
33
26.5
"
21.5
19
{ T7WF
TCB 7 17
CB 141 15
80.5
66.5
60
T6WF 53
TCB 6 49.5
(ca 124 46
42.5
39.5
36
32.5
Stction Inct..ln
In.'
.""
....
"
P.
S
.""
.""
{ T 7 WF
TCB 7
CB 144
P.
J
15.750 1.503 .930 95.7 15.2
15.710 U38
"'.I 14.4
15.660 1.378
83.9 13.4
15.640 1.313
80.2 12.9
15.600 1.248 .780 75.0 12.1
15.550 U SB .730 69.3 11.3
15.515 1.128 .695 64.9 10.6
15.500 1.'"
62.1 10.2
P.
{ T 7 WF
TCB 7
P.
CB 142
All.2·2
"",
nels
101 29.70 7.815
96.5 28.36 7.75
T 7 WF 92 27.04 1.69
TeB 1 88 25.87 7.625
CB 146 83.5 24.55 7.56
79 23.24 7.50
75 22.04 7."
71
20.92 7.375
AxlII·l
Slim
Thkk-
12.023
12.000
7.79 6.97
7.06 6.905
6.32 6.84
8.062
8.031
8.000
.783 .450 36.1
.718 .418 33.0
.643 .378 29.2
.658 .370 27.7
.593 .339 24.9
.528 .308 22.2
5.59 7.06
5.00 7.00
4.41 6.93
6.776
6.7SO
6.733
.513 .313
.<53 .287
.383 .270
23.69
19.56
17.65
15.59
14.54
13.53
12.49
H.6l
10.58
9.55
6.94
6.69
6.56
6.44
6.375
6.31
6.25
6.19
6.125
6-'16
12.515 1.486 .905
12.365 1.236 .755
12.320 1.106 .710
12.230 .986 .620
12.190 .921
12.155 .856 .545
12.105 .796 .495
12.080 .736 .470
12.040 .671 .430
12.000 .6(J6 .390
....
_n..... ..f.. 10 t..o", hOIll which 1M
23.5
21.1
19.0
6.26 1.82 1.32
5.74 1.81 1.29
5.13 1.80 1.25
3.73
3.72
3.71
3.70
4.95 1.88 1.38
4.49 1.88 1.35
<.02 1.87 1.33
66.7 13.3 2.48
60.6 12.1 2."
53.6 10.7 2.45
28.8 7.14 1.92
25.6 6.38 1.91
22.6 5." 1.89
4.27 2.05 1.56
3.86 2.05 l.55
3.55 2.08 1.59
12.3 3.54 1.49
10.6 3.15 1.46
8.77 2.61 1.41
62.6 U.S
48.< 9.03
43.< 8.22
36.7 7.01
33.7 6.46
31.0 5.98
27.8 5.38
25.8 5.02
23.1 <.53
20.6 <.06
1.63
1.57
1.57
1.53
1.52
1.51
1.49
1.48
1.48
1.47
1.47
1.33
1.28
1.20
1.16
1.13
1.08
1.06
1.02
.98
243.1
195.0
172.5
lSO.4
139. 1
128.2
1l1.7
108.2
97.6
87.3
38.9
31.5
28.0
24.6
22.8
21.1
19.5
17.9
16.2
14.6
3.20
3.16
3.13
3.11
3.09
3.08
3.07
3.05
3.04
3.02
...,"
CUNE
CORRtla.
SH£ETS
FLOOII
PUTU
I, Cui.
f ... . .., to lylllbol,ln Ant col ...... . ..... to POD<' J.
39
""
""'''''
----------------------
STRUCTURAL TEES
...
",
'nd ••
P.
P.
P.
1
PROPERTIES OF SECTIONS
P:t
1..,I~
----
.,
A, ••
S.dio~
In.'
Flln,'
Oepth
M
1M
Width
,•. ".
AIl.!·)
Stlm
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.n. ,
Thick·
M ..
".
!~
l
,
1ft.'
In,'
"'.<112·2
•
~
•
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,
S
•
In.'
In.'
".
T6WF 29
TCB 6
(CB 123) 26.5
8.53 6.095 10.014
7." 6.03 10.000
.641
.576
.359 19.0
.345 17.7
3.75
3.54
1.49 1.03 53.7 10.7 2.51
1.51 1.02 48.0 9.60 2.48
{ T 6 Wf 25
TeB 6 22.5
(CB 122) 20
7.36 6.095 8.077
6.62 6.03 8.042
.641
.576
.516
.371 18.7
.336 16.6
.294 14.4
3."
3.40
2.94
1.60 1.17 28.2
1.59 1.13 25.0
1.56 1.08 22.0
.305 15.3
.265 13.0
.240 11.4
3.14
2.69
2.39
1.70 1.26 U.9
1.69 1.22
1.69 1.21
3.62 1.50
9.91 3.04 1.47
8.30 2.55 1.44
2.58
2.32
2.11
1.90 1.63
1.91 1.67
1.93 1.76
2.27 1.13
1.84 .92
1.39 .70
.76
1.83
1.92 1.76
1.13
.57
.74
6.42
5.62
'.88
4.10
3.83
3.39
3.02
2.64
2.40
1.32
1.30
1.28
1.25
1.24
1.22
1.21
U8
1.18
117.7 22.6
103.3 20.0
90.3 17.6
76.7 15.1
70.9 13.9
64.6 12.8
58.2 U.6
51.95 10.4
46.S 9.30
2.67
2.65
2.63
2.60
2.59
2.58
2.57
2.56
2.54
{
{
5.89 5.97
8.000
5.29 6.12
'.56 6.045
3.99 5.980
6.565
6.525
6.500
.540
.•65
4.030
4.010
'.000
.424
.349
.269
.260 11.7
.240 10.2
.230 9.02
7.00 2.07 5.96
3.970
.22'
.200 7.66
16.46
14.72
13.09
11.33
10.59
9.70
8.83
7.94
7.20
5.69
5.56
5.44
5.31
5.25
5.19
5.12S
5.06
5.00
10.415
10.345
10.275
10.195
m170
10.m
10.075
10.028
10.000
1.248
1.118
.99'
T6WF 18
TCB 6 15.5
(CB 121) 13.5
3.24 6.16
{ T6WF II
TeBl6 9.5 2.81 6.08
P.
(CBl 12) 8.25 2.43 6.00
P.
·_·Lt
f··----
CB SECTIONS
WI!lhI
Se<;tiaft
,
--~
CUT FROM
T
OI,jrlct
2
{
T6WF
TCBJ 6
.400
6.98 1.96
6.20 1.94
5.50 1.94
.84
.81
(CBJ 12)
P.
56
50
44.5
TSWF 38.5
TCB 5 36
(CB 103) 33
30
27
24.5
.868
.808
.748
.683
.618
.558
•••
•••
1.3
17.7
16.4
14.5
12.8
11.2
10.1
1.21
1.14
1.07
1.00
.97
.92
.88
.84
.81
.91
26.6
22.5
18.2
6.63 2.00
5.62 1.98
'.58 1.94
{ TSWF 22.5
TCB 5 19.5
(CB 102) 16.5
6.62 5.06
5.74 4.97
4.85 4.875
'.022
P.
7.990
7.964
.'"
.m
.350 10.3
.318 8.96
.292 7."
2.48
2.19
1.95
1.25
1.25
1.27
{ T 5 WF 14.5
TCB 5 12.5
(CB 101) 10.5
4.27 5. 11
3.67 5.04
3.10 4.95
5.799
5.762
5.750
.500
.430
.340
.289 '.38
.252 7.12
.2" 6.31
2.07
P.
1.77
1.62
1.40 1.05
1.39 1.02
1.43 1.06
7.61 2.62 1.34
6.34 2.20 1.31
4.87 1.69 1.25
9.50 2.80 5.13
P. { TCBl5 '.50 2.49 5.06
(CBl 10) 7.50 2.20 5.00
'.021)
.394
4.010
'.000
.250 6.70
.2" 6.07
.230 5.46
1.74
1.62
1.50
1.55 1.28
1.56 1.32
1.57 1.37
2.09 1.04
1.73 .86
1.39 .70
.,.
TCBJ 5 5.75 1.69
P. { (CBJ
10)
3.950 .204
.I,.
US
1.57 1.35
1.00
.51
.77
'.94
.618
.755
.685
.615
.535
.510
.457
.415
.368
.340
.329
.269
SoocIIon 1..0.. in _entMo .. ,.1... 10 bea ... ,,_ .... lch I.. 1. M.
fot ~ .... 10 ...."'bnl. In flru col~",". refer to 1><>\1. 3.
40
4.IS
.88
.88
.86
.83
STRUCTURAL TEES
2
~=--,
1 -L
- --
*
-_.'-1
CUT FROM
T
CB SECTIONS AND
STANDARD BEAMS
PROPERTIES OF SEGIONS
..
.. - .-
,," ".
r.:.
1l1li,.
T"
""""
""""
In.'
'".
- - - - ,"Wel,1tt
[)jltrlct
Produced
nan"
Width thick·
AxI.2·2
AxI.1·1
,,~
Thick •
1
S
•
..
, •
~
'"
~
44.3 10.7 2..12
---- - - - ---- I•.,
In.
In.
I•.'
tn.'
In.
In.
~
---- - - - - - - - r--
33.5 9.85
29 8.53
24
1.06
20 5.88
17.5 5.15
15.5 '.56
8.287 .933
4.375 8.Z22 .808
4.25 8.117 .683
4.125 8.077 .558
'.06 8.027 .•93
'.00 8.000 .433
TCB 4
14
12
'.03 6.540 .•63 .285
3.%5 6.500 .398 .245
'.22 1.28 1.01
3.53 1.08 1.00
.73 10.8
.10
T 4 WF
TCB 4
P \ (Ca 81)
10
5.268 .378 .248
5.250 .308 .230
3.66 U3 1.12
3.21 1.01 1.13
.63
.84
p
T 4 WF
l CB 4
(CB 83)
1
T 4 WF
P \ (Ca 82)
4.11
3.53
'.50
.575 10.94 3.07 1.05
.510 9.11 2.60 1.03
.405 6.92 2.00 .99
.365 5." 1.71 .99
.315 '.88 1.45 .91
.288 4.31 1.30 .91
.94
.87
.18
.14
.69
.67
37.SO
30.45
9.10 2.10
1.50
6.05
5.30
'.60
2.08
2.04
2.03
3.30
9.10 2."
1.62
1.61
4.25 1.61
3.36 1.28
1.20
1.16
24.50
21.25
18.SO
2.01
2.94
8.5 2.50
'.00
P. { (CBLS)
I." 2.22
6.50 1.91
'.06 4.015 .314 .245
'.00 '.000 .254 .230
3.29 1.07 1.22 1.00
2.90 .98 1.23 1.03
1.66
1.31
.82
.66
.86
.83
TCBJ ..
P { (CBJ 8)
5." 1.48
3.95
3.940 .204 .170
2.15
.12 1.21
.96
1.00
.51
.82
Teel 3
8~ 2.36
3.13
4.030 .404 .260
1.66
.84
.86
.67
.67
2.16 1.07
.85
.64
TeBl4
4.07
P { (GBl 6)
6.00 1.77
3.00
'.000 .279 .230
1.30
.68
.56
TCBJ 3
P { (C8J 6)
4.25 1.25
2.92
3.940 .194 .170
.90
.40
25 7.35
20.4 5.99
6.00
6.00
5.477 .660 .681 25.2
5.250 .660 .•60 18.8
6.05 1.85 1.84
17.5 5.14
15.9 4.67
6.00
6.00
5.078 .544 .428 17.2
5.000 .544 .350 14.9
TB5
17.5 5.15
12.7 3.73
TB4
11.5 3.38
9.2 2.10
P {
P {
TB6
(88)
TB6
(89)
P { ( 810)
P { ( 812)
T8 3.5
P { (813)
T83
P { (814)
1.44
.12
.96
.90
.94
.48
.81
1.85 2.87
6.77 2.58
1.03
1.06
3.95 1.83 1.65
3.31 1.78 1.51
'.93 1.94
.98
1.00
5.00
5.00
'.944 .491 .594 12.5 3.83 1.66 1.56
'.660 .491 .310 7.81 2.05 1.45 1.20
4.18 1.69
3.39 1.46
.90
4.171 .425 .441
'.000 .425 .270
3.50 Ln 1.22 1.15
3.50 1.14 1.14 .94
2.15 1.03
1.86 .93
2.94
1.65 2.24
4.00
'.00
3.50
3.50
3.860 .392 .450
3.660 .392 .250
3.36 1.36 1.07 1.04
2.18 .81 .99 .81
1.58
.82
.12
.13
1.32
8.625 2.53
6.25 1.83
3.00
3.00
3.565 .359 .465
3.330 .359 .230
2.l3 1.02
1.27 .55
US
.93
.65
.56
.67
!O
.s.n
Secrlon 1..0.0 I" poI.n ........
10 beo ... "om .... Ich '" h CUi.
for k.y 10 Iymboll I" fIm colum"_ .M '" I><I~ 3.
4.26 1.77 1.57
.92
.83
.91
.69
' .68
1.87
'"
SlCTIOKS
CORRUG.
iPtEETS
,IUlla
.95
...
.83
flOOR
PlATES
.17
.11
MILL
PutTlCO
41
'"''
MISCELLANEOUS CAR BUILDING SECTIONS
W SIDE PLATE SECTION
.r- %.....'
1
---~i-.::----------~
!
rl~./~ ' 1 ~ In 12
: :: r't:-
,,
I
I
I
I,.;
.1.
r-t
I;:
.•
...
I.
: :
'I"
t~ ___1__
2~
:
- -~
I
3 '
'I. '
:,
1o---3 11~---Je"
!..----191-- - -olo--1.1I-
.t-J
,•
......-
;.
S 281
:
::,..,-,.:.
Y.
"
9.9 Ibe.
, ,
,,, ,,,
, ,
__ Lj.
SIDE POST SECTION
SIDE PLATE SECTION
·Z28
a.3Ibs.
Oistrld
Rolled
StetlOll
WI'f:,t'
"g
".
'o.
",
P-i
9.9
2.89
5.10
1.50
8.30
2.44
Index
P.C.
S 281
P.C.
Z27
128
p.e.B.
.,., 001
Deptb
3
3%
Fer kty 10 ,ymbol. In Ani «Ilvm", ''''' '0 PGII<' 3.
42
~xJI2·2
AIlI I·1
I
ra.'
•
la.'
10,'
In.'
11 .26
2.13
6.53
2.10
1.34
6.94
US
2.34
0.58
1.81
' .48
2.25
I
•
MISCELLANEOUS CAR BUILDING SECTIONS
CENTER SILL SECTION Z26
,..---- b - - - ---,
T --r;==~'~:::j'-------------'--l
I
--------- --.. I
'e
'51"
/. R
,, ,
\1
f--- - -----
d-
1/"
12 ,.
I
------ -- i 'I1
'
,
,, ,,
"' ,
I .---'-t,
,
h
I
1
I
BY."
I
I
,I
Neutral Axis
Center of Coupler
I
,
I
i
r,
,
'
g
:
,
I
,
I
I
....
------..
L_....L ____i __ J
II"
n R ,,
r,
I
I I
,
1--- - ~ - -....../
SECTI ON AS ROLLED
. "" .
District
p.e.
For K.y 10
,,-
Wtiiht
""'~
,~
SectlM
In.l
4U
36.2
15.06
12.12
10.65
31.3
9.20
51.2
Z-26
.ymbolll ~
Bnt
•
¢
roo.
,"-
~o l u"," ....
,..
,..
"liO
7J<;
J21~
1 2l~
•
I
,..
,..
,•.
,..
'liO
'lti
'lO
'lO
%
'lti
'lO
%
%
'lH
'lH
3'lH
6%
3.
d
...,
""""
12%
1., 10 _
•
b
'""'
(TWO Z-26 SECTIONS)
...roo.
102.4
82.4
72.4
62.6
.
,,-
M.....nt
In.'
In.'
,.'
30.12
24.24
21.30
18.40
771 .4
626.0
122.8
98.6
552.2
481.1
86.1
113.8
95.0
85.5
74.1
76.3
, .. rtl,
End Ratio
SectIOll Mod~lus
T..
....m
T..
In.'
.0279
.0366
.0431
.0517
eUIIE
"'u
COR RUG.
SHEETS
'IUlla
DA TA FOR COMPLETE SILL
Wei""
.
,
$ECTIO ~S
..
,,,
.03911
.0461
.05<J9
.0588
..•
6.780
6.588
6.458
6.315
h
,..
n ODR
PlATES
6.283
6.349
6.417
6.498
43
IIIOU
CRANE RAILS
o
.
•
•
r-HO-
•
!j .....
I
w'-Itf--
•
•
w',t
,
It..:' ........
•
C.l.S,-105 LB.
"'
i•
I : 1"..
"
STANDARD TEE RAIL
0
111
W
1
M
:
•
.
••
•
,.
W
M
•
(.1.5.·135 LB.
DI"'IISions.ll\Che$
liJ
g;t!
PCB
PC
PCB
PC
PCB
PCB
PCB
PC
PC
CB
PCB
PC
PC
PCB
PCB
C
C
•...!!
•••
,
,••• ••• it , !i i j
•
•-• -HDl -•• -••D -~ -•a l••' •,• •• HRi• WR~
•
:
!
i
•~
-H
,
B
W
F
£
•:
•
. .. .,.
L
." ,"
"if.
."....
"" ",.",.",. ~.
"" ,.. 2V. "" ""
"" "" """" ,.,. ... "",," ~..
,,"
'5V." ..'''","".. '" "" ",.",. ~r".
"" "" "" IV. "'IV." ...'.. "" V.
"" 'V."" IV. '" "" ~::
30 lb. A.S.C.E. 3040 3)i 3)i 1',"
% 1% % 13"
4{) lb. A.S.C.E. '040 3Ji 3Ji 1% %
1% % ,," sir.
60 lb. A.S.C.E. 6040 'j{ 'j{ 2%
lJ{, 21!t. '\< ,," sir.
11
28
111 ~2
70 lb. A.S.C.E. 7040 ' % ' %
1% 2%
80 lb. A.S,C.E. 6040 5 5 2Ji % lJi 2% )i
~,
&5 lb. A.S.C.E. 8540
1%
90 lb. A.R.A.-A 0020 5% 5)i
1% 3"; 1
90 lb. A.S.C.E. ..0W. W. 2%
1% 2""
100 lb. A.RA·A 10020 6 5Ji 2~
1,. 3% lhi
100 lb. A.R.E.A. 100256
1% ". I ,"
W. 2'hi
100 lb. A.R.A.-8 10030 5'"
I ,\< 2%
2%
100 lb. A.S.C.E. 10040 5~
2~
1% ". %
105 lb. US. 10551
1% 2% 1
112 lb. A.R.E.A. 11228 "A 5Ji ",.
l)i
131 lb. A.R.tA. 13128 7)i 6 3
%
135 lb. C.I.S. 13551 5U
1% 2'" I ,"
175 lb. C.I .S. 17551 6 6
lJi
F"" hv 10 'V"""'" In Ant columft ref.< to _
l.
'" '"
44
1:4 1:16
12
12
12
12
12
12
12
12
12
12
12
12
14
14
sir.
12
12
1:4 1:16 'hi
1:4 1:16
14
14
14
14
3"
12
12
12
,1;
•
~
•
d!
.i!U
~ ~ ~
i• ~•
•
~
....
......
... ....
R, R,a.
U7i
~U
j{j{
j{j{
UU
U~
% %V.
!to U~
% ~%
% %%
%
12
12
h"U
12
MM
'!/<
1:4 1:40
14&1 10&23 % %%
1:4 1:40 j{ 14&1 10&23% ~~
10"
14
12
~~
a: hi
12" 10"
18
~
~
'"
CRANE RAIL SPLICES
»fO LB. STD. RAILS
I
c.tS CRANE RAILS
7\).'31 U . STD. RAILS
.' I
," '4,%, ," ,.
," 5'/.'. ,"
," ,y. ,"
I
I I
I~'
-
5"
.~
,"
':4" 5'/.' .y.' ':4" "tl.l.''''1.I.
6~
'"
5" ," _
5'/." 5'/.' 6;4' _
5""
5
H
II
5'1'" ,*'
Sy.;,' 5" I " _
STD. OPEN JOINT 10551 ONLY
:
~H Wuh .. lor o/,H dla. boll.r.d ._
' %,H Wul>er IOt , H dla. bvlt""" OWl!'
I
!
-G .ooj
o.>t
r-l
8011 Hoi.
ElMtIOll(r~'~~\~'~~~~~:Jl
Standard joint bars are used fOf CfOne roils
and 5hould be cut to dearriveb, il neceuary.
For New Work and Major Repai rs the following Roil Sections tile recommended-
Pittsburgh District-4040, 6040, 8540, 10551 and 13551.
Chicago Olstrlct-4040, 6040,8540,10551 and 13551.
Bi.mingham Di1tricl-3040, 6040, 8540, 9020, 10025, 10551 and 13551.
""
,
!
!
ProP"ftitS
DillleMlons, '!I(:hes
AIl.\.l
Plfilitl In BlH
!
...
i
i
I!
0<
In.'
In.-
In.'
~~2'
3.00
4.1
6.6
2.5
3.6
'om
~
•~
~.
-•- i
i-- --- ---- ---•- -".
-- -3040
4040
6040
7040
0140
8540
9020
9040
10020
10025
10030
10040
10551
pl~IS
p,,"
21M
21!t.
~~u
2~
,. "
2if.
3.94
5.93
6.81
7.86
8.33
8.82
8.83
'.84
'.95
'.85
8
.... "
14.6
19.7
30.1
38.1
34.4
4<,
49.0
41.3
44.0
34.4
65.5
88.5
SO.6
26"'11
2'""
11228 2;'
10.30
13128 3l(,
13551 '%
17551 2"";
13.32
11.12 70.2
'.84
11.01
12.82
BOLTS
JOINT BAR
81
10.1
ll.l
12.6
122
15.0
15.1
13.7
14.6
12.4
18.1
22.6
17.2
23.3
;
1.52 S 3040
1.68 S 4040
2.05 S 6040
222 S 7040
2.38 ·S 8040
2.47 S 8540
'.54 S 9010
'.55 S 9040
2.75 S 10020
2.75 Confer
Confer
2.63
2.73 S 10040
2.41 S 7040
3.00
Confer
3.10 Confer
2.81 S 13551
3.02 S 17551
34
34
34
34
,-
••
~
.,
U f " •
•.; -- ".
• ,!'
-,!,{, 2 -ol,"- -•% -1'",
I
,!!.:§.
Y
16% I~ X
l~x l ~
10
l~ X17i
24
I~x l ~
34
34
~x l ~
34
~ X 17.i
34 l~ Xl1~
34 IJ.{e X1%
34 1" It l\~
..
..
DimtflsioRs, IR.
G
'""
'
'",."' '"' "''
"" ""
2l!,
2~
~
~
1'," 3Ji
2% 3;'
4%
~
~
;, 3", .»
3% ;, ;, 3l(, 4»
3'," 1% 1 3,. 4;'
;, 1 3Ji 4~
3'",
4", 1110 1
3'", 4;'
...
.. ...
.........
...
......... .. ... ... . .. ...
1~ xl%: 3%
;, 1 3'", 4;'
... ... ;, 3l(, 4»
~ x 17.i
........ ...
.. ... ... .. .
......... ..
.. ... ... ...
l~ Round '%
.. 1% 3% 5li
I'M Round
..,u
eRAIIE
1% 4%
CORtuS.
SHEETS
,IUN'
nCOR
'LATES
PUlU
6
45
IlitlEI
r
CORRUGATED SHEET CONSTRUCTION
Corrugated sheets, in addition to their extensive application as roofing and
siding for buildings, ore adoptable to other uses such as lin ing of sh"afts, supports
and torms for floor arches, partitions, enclosures and culverts.
Corrugated sheets are available in steel of regular analysis or in rust.resisting
alloys, usually copper beating steeL either black (unpainted mill Bnish), painted or
galvanized. Although the mills offer a wide choice in types and widths of cortu·
90lions, the curved type is generally used. General practice is to furnish in even
loot lengths ranging from 60· to 144-.
DOMESTIC WORK
~
I
I
II
Domestic: Standard
r
24"
lap
- ------ --- - - --"tC--1
2~"
I
~
1+--"
I
I
1+--- - -
1
I
1
I
V..J,~ ___ ~
I
' ,
I .'
, "I
;!.:c_!.c..0~ru..!l~I~".! !t_2?i::!~_~
,
I
~-
I
2%"
I
I "
24"
3W· Lap
-------..;c--- ...
,\
"*--*1
, I
••
,I,
~~
,,
,
I
.
~
I
1
I
11' 9 Corrugation, aI2% .... 24'" 21ft"
I
.......--- - - -- - ----- o+c--~
, Standard ROOFING Sh&el2TIh"
~-- ---- -- ---- ------.
SIDING Sh&eI26"
•
-Standard
---------------)01
Nominal 21fz· widths of corrugation (actual 22,.)·) are preferred for domestic
work.
Siding sheets are 26· wide after corrugating, with both edges turned the some
They are laid with one corrugation side lop as shown in sketch and minimum
en lop a 4·.
Roofing sheets are 271f?;· wide after corrugating with one edge turned up and
the other down. They are laid wilh 11/Z corrugalions side lop as shown in sketch.
A minimum e nd lap of 6· should be used for roof pitch of 4 in 12 or over and 8·
for roof of less pitch. Corrugated steel roofing is seldom used for roof pilch under
3 in 12.
Both siding and roofing sheets cover approximately 24· nel width.
W6:r'
EXPORT WORK
Export Style
30"
......
~----------------~-~
t---•
3"
I ... --...,
I
I
•
3"
'I"
~I'
I
I
1
1
,
I
~
%"1'T~---~
,I
t
,
" . , 10 Corrugalion' al 3"_ 30"
1," 1
Export SIDING Sheel32"
~----------------
Lap
.... ---1
.
I
I
I
I
I
I
I "
~
~~I
,
,,
,
I
11·' 10 Corrugatrona al 3"_ 30" I 2%"1
~------- ------ ~--~
1 Export ROOFING Sheet 331/1"
I
~- -- ---------- -- -~
I
31/z"
,
1 ,
•
30'"
---------+---~
•
...-------- ._------- .....
.....
Nominal 3· widths of corrugation are generally used for export work.
Siding sheels are 32· wide ofter corrugaling, with bolh edges tumed the same
way.
Roofing sheets are 33 11z· wide after corrugaling, with 1 edge turned up and
the other turned down.
Both siding and roofing cover approximately 30· net width.
Sheet steel flashing must be provided at roof ridge, eaves, windows and wher.
ever necessary to insure watertight results.
46
J
CORRUGATED SHEET CONSTRUCTION
STANDARD 211,' CORRUGATED
."'.
Min."'....
CIlnnind
Cof~ltd
POOl • "'.
SlIndard Ill..
,,,.
...
l1
14
16
IS
20
22
24
26
28
Pound,
~,
Sq. FL
4.38
3.13
2.50
2.00
1.50
1.25
1.00
.75
.63
....
Ail Prox •
Sq. fl
w..
.lOS
.075
4.71
3.37
2.69
2.15
1.62
1.35
1.08
....
.048
.036
.030
.024
.018
.015
...." ....." "e,...."'
--- ---
~"
,",'
~Il:
4.17
3.41
2.73
2.18
1.64
1.36
1.09
.8\
.82
.67
.68
~
.
Sq, ft
12
14
16
4.53
3.18
2.68
2.16
1.68
1.41
1.16
.91
IS
20
22
24
26
28
.78
ro •.
WI"
~tl.'
4.88
3.53
2."
2.32
1.78
1.51
1.25
.98
.84
4.94
3.58
2.90
2.35
1.81
1.53
1.26
.99
.85
~"
.1"
.07'J
.064
.OS2
.040
.034
.028
.022
.019
To obt<Iln _Ighlt 01 Pain,.d SM.,. add 0.010 _nd. 1M' 1<1...... 100110 _Iohtl 01
Blac~
EXPORT 3' CORRUGATED
.
-.
"".
-~
Stand.""
.....
~
'.38
l.ll
2.50
2.00
1.50
1.25
1.00
...
Gop
At=k.1.
".
-.
.105
.075
.060
.048
.036
.030
.02'
' .68
3.47
2.78
2.22
1.67
1.39
1.11
12
14
16
18
20
22
24
4.53
3.28
2.66
2.16
1.66
1.41
1.16
32' & 13K"
...Con':'"
5"-1 c....
~
Sq,Ft
Sq.
12
I'
16
IS
20
22
24
"""''''
"""''''
=lltd
ft.
--"- --- -,-
Gop
...
~,
Sq. ft
Mulmum SPIn
eo.~'-d
PI>U t pel
Sq. Fl
IloIJlniztd
SlIM, (lqt
~
,....
....
All()lOl..
.1"
.019
.064
.052
.Il4<l
.034
.028
54. fL
32" & l3!'i"
WI"
5.03
3.64
2.95
2.40
1.84
1.57
1.29
Btt_n SupPOrt.
R"'~
Sidl..
5' g'
5' 10'
5' 10'
S'W
5' 10'
5' to'
5' 10'
4' 10'
3' 10'
3' 10'
5' g'
5' 9"
5' g'
S' 9"
4' g"
3' 9"
2' g"
2' g"
St..eh.
_. M",I_SPln
......
5'
5'
5'
5'
9"
9"
9'
9'
5' 9"
4' g"
3' g.
Sldl..
5' to'
5' to'
5' 10'
5' 10'
5' 10"
5' 10"
4' 10"
To obIoho _"""" 01 P",aifll Sl>HIs add 0.010 _ ..... 1M' _ . fool '" _Ights 01 Block Sheets.
Method 01 ~nin1l_o.I_ • .-- _ _ nd.
RoofIn, _ ..., .....-hnd 1-+15 ~ 'Of oIcIe ' - 01 1 \0\ cotNgOIlon ..
SIdI",, - ... I-+-nd IClPl"tI0~ for side 1_ 011 c""""",,lon.
CO.... II.
",m.
Rldg. Cap
Clot!ng Rlvat ...
~/""~'~\q\k t~""hRI~t
U
~,I..,._ ISc"..-T~!~g~lt"1 Watha,
No. 8 UmbNlla HNd
Clinch Rlvel
MIlL ullIth lSI}",'
f utan!np for Corrugaled SIMI
, 47
f::"~~
Ha~
No. 14
Head
SeIf-T_1lI
c., Stnw
PIUIg
R OaR
'!.UD
....TtI
.,u
.MCTlca
STEEL SHEET PILING SECTIONS
""...
...
,,,
'"' ,.. ,..
",., .,.- ,..
Odw-
"",.
Dllirkt
""'"
InoeI, .
Rol""
tv
~~
1 '~~
I ~"
!"".
"
.. -
lb •.
Lb •.
f,-
40.0
3~0
li
~
In .'
w"in
-
I • .'
0
~
"
~ MP 101 15
~
3>0 2ao li
~
~
:;
%"
~
~
10 MP II 15
""
~
38.8 31.0 li
.,
7.1
~"
:$1
:W
:%"
~
P.
~
P."
.."' ..
:
:
2.5
MP 11 16
3117 23.0 li
3.2
"
MP II 16
."
'J« ro..
15.3
MP 11
16
36.0 27.0 li 14.3 1.7
MP 11
1 9~
,.0 22.0 li
~
5
~
0
P.
"
~
~
32.0
~
~
:;
~
~
P."
. ~
%"
"
16
~
,"
!-.~
37.3 28.0
li
MP 11
~
1'/ : X\
+/
~
~ MP 10: 15
,~
Pile
0
~
1%"
:
1' ~"
~
MoeMIII
h l c~ ·
'I"'
o/ WIII
~~
,..
+
Weith'
01,.
~
~
"
%"
~
f ... key 10 ,ymbol, In fin! col.",n, ,eI."o _
P.C.
l.
48
&8
..
STEEL SHEET PILING SECTIONS-Z PILES
,....
U
1'10111,
StcIion
••
"
"".
••,,'
b-
~~
-
,%"
......
......
.. - ..•
w....
,.... ~=' ...
w..
Thick.
Pil'
W,II
,~ ,
Will
... --'" --.... --". -- I." --
I~.·
~
-
,,"
%"
I"-
P.
1%" ~
I
,%"
V
I
~
~
•
:;
•u
:5
•
MZ 38 18 57.0 38.0 ji 70.2 46.8
~
~
~
'\
~
~
~
~.
~
, ~
II ~"
P.
-z
MZ32 21 56.0 32.0 ji
67.0 38.3
/)<)
1""
t
%"
1?J
""
Ml27
P.
%"
18
40.5 27.0 ji 45.3 301
~
~
•
:;
z
~"
u
--I.
:5
z
!:
'"
1%"
'IV
''le
ii
I
I
~
~
~
~
P.
~
~
~
PlUMIi
MZ22 21 40.3 22.0 ji 34.8 19.0
Z
noo.
'lATES
1%"
-"
t
C-,"-,- cIafo ~",."... _111M will bot '-d III o .. paroIe Pllbllcotlon ."titled ~I SM.I Piling.
fOt QY to 1~11.1nt coht.n. ..... to ~ 1.
,
49
IIIDn
r
2
BEARING PILES
I
.....""""
P~
1
PROPERTIES OF SEalONS
...
....
......1, ••\
Axil 2·2
,,- • fLANOE
""'...M ""'"
r.:. • ""'"
Wldl~ T~
""'"
--I-""- ,. ------ -----"'- ,.'
".
- - -- -- -- - - -- -- -- - - - - Indu
In.
I
{ CBP 83
... ...
fhidl·
.
MOIIII..1
Sill
117 34."
CBP 145 102 30.01
14 1 14}i 89 26.19
73 21.46
CBP 124
74 21.76
PC. { 12x12
53 15.58
57 16.76
{
CBP
103
P.C.
10 x 10
42 1t3S
p.e.
)
WIDE FLANGE CBP SECTIONS
••• "
10.60
1<134
14.032
13.856
13.636
12.122
11.780
10.012
'.no
a026
II.
IU.5
IUs( .704
.616
14.586 .506
"""
,
8
,
,
8
,
II.'
II.'
IlL
I..'
I.,'
I..
443.1
595
15'
",as 112.6 "7
.704 1£65.1 ISO.4 .,3
.616 . ..1 1311 5.89
.so; 733.1 107.5 5>S
.fIJI
566.5 93.5 5.10
67.0 5.03
.564 "'.7 58.' 4.19
.... ....
....
.418
210.8
43.4 4.13
8.158 .446 ,.446
119.8
29.'
12117
12.046
.ro7
10.224 .564
10.078 .418
379.6 513 356
326.2
261.9
184.7
1273
100.6
71.4
44.'
35.'
301
21.2
19.7
141
3.53
40.4
•••
1.95
3-'"
3.49
t91
2JJ6
2.45
2.40
"
"
FLOOR PLATES
ALLOWABLE UNIFORM LOAD IN LB. PER SO. FT.
..
W.11!hI cI Plat. lnc •• ded
,........
,- " ~Il'"'.
333
14'
)i
'"
'"
7SO
1333
2083
3000
4083
)i
~
S333
){
~
lii
"
1
. Sl~f s..~ AIon9 Two ~ Edge. . S.....I"' Str-, 16.000 1>11
SPAN- FellfIId l no;hn
2'..(1-
S333
93
188
333
521
7SO
1021
1333
2083
3000
9481
.0372
333
593
926
1333
1815
2370
8333
12000
21333
3704
.0166
2'-6-
3'..0·
3'...fi"
53
37
120
213
333
480
93
148
231
333
6S3
8S3
'54
170
245
333
S93
43S
4'-0"
4'-6"
5'..(1"
5'...'
6'-0"
69
58
83
113
148
231
61
"" "
6S
53
83
120
163
213
.4138
.5006
1333
926
680
1333
980
5333
1920
3413
93
130
188
lS5
333
52l
7SO
2310
1741
1333
103
148
202
263
412
593
1053
.0662
.1034
.1490
.2027
.2648
.3351
"
333
135
176
27S
480
3"
853
70S
333
~
DeneeUon
Coefficient
1
.5958
DeAecborls For loadings obo.... stepped "ne wdl e)lceed 1/ 100th ollh. spon.
Th. deRedian coefficient at the bottom of eoch span column
a constant, which, when
di't'ided by the plot. tIIic"_ under (omiderotion, in inches, gi'lfl the deflection in inches at
the cente, of the span For the tabular loading shown.
To find the deHection in ilKh., for ony uniform load Ie" than lobulated above, find the
d.Rectian For the tobular load for a gi ...en span and plate thicknHJ/ multiply this deflection by
the load per sq, ft. desired/ and divide by the tabular allowable soF. load above.
PfGte Thlclutess in inches i, the body or bo~ thicknen, o nd does not include the depth 01
the projections.
.1
50
•
;:
~
~
144 leo 300 360 600
120
120
120
16.35
18.90
21.45
180
180
180
300
300
300
360
360
360
(hk_ and P;ntbwgh o;",ids.
Weigh ..... _ o . i ....... ""d may .... Y.
11O
li
)j
~
'0
Eil
".
600
600
600
600
600
13.80
180 300 360
360
144
300
11.25
Ii
60
Incl.
600
600
600
600
600
600
240 -240
'"
'"
180
240
144
240
8.70
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o.
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,8
'lld.
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to "'"
to
144
180
30
'nd.
UNGTHS IN IHCH[S
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to
18 2 4 3 0 4 8
6.15
10
18
Incl.
10
12
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0"'1 "'"
612
WIDTIIS IN INCHES
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i.! r'
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to
600
600
600
600
600
600
1'.1
Ind.
60
10
8'
600
600
600
600
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012
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10
li
11O
Ii
11O
72
72
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60
84
84
84
84
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6.50
8.70
11.25
13.SO
16.35
18.90
21.45
26.55
31.6S
41.85
144 ISO
144 ISO
144 180
144 ISO
120 180
120 180
120 180
120 180
120 180
. . . . ..
12
Ind.
12
Om
to
18
Ind.
....
WIDTHS IN IKCHES
360 480
360 600
360 600
360 600
360 600
360 600
360 600
360 600
360 480
360 480
...
600
600
600
600
600
600
600
480
360
UKCTHS 114 INCHES
...
600
£00
600
600
600
600
600
480
..
18 2 ( 3 0 6 0 1 2
10
to
to
10
10
24
JO
60
Sf
Ind. 'rid. .tId. Incl.
Incl.
240
300
300
300
300
300
300
300
300
300
~
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Thi ckn ess
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4SO
480
480
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.
60
90
90
90
90
90
90
84
84
72
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CARBO N STEEL-SEGION M-41
EXTREME SIZES OF RECTANGULAR AND CIRCULAR FLOOR PLATES
...,o
'"
~
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".
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1200
1200
1200
1200
1200
1200
1200
1200
1200
1100
1200
1100
19
lod.
I ...
I...
Incl.
I...
1100
1100
1100
1100
1100
1200
1100
1200
1200
1200
1200
1200
1200
1100
1200
1200
1200
1200
1200
1200
1200
1200
1200
1100
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1100
1120 1114 1107 1102
1034 1028 1022 1018
961 954 949 945
896 891 886 882
840 835 830 826
1100
1100
1200
1200
1100
1100
1100
1200
1100
1200
1200
1200
LENGTHS IN INCIIES
I",.
be .vbmjlMd lot _clal con.ld.toIlon.
'"
1200
1100
1200
1200
1200
1200
1200
1100
1200
1200
1200
1200
1152
1063
987
921
U
I",.
I.
OW.
791
844
1056
974
904
1151
1200
1100
1200
1200
1200
1200
1200
1200
1200
1200
1200
I...
~
600 ...
I ...
1200
1200
1200
1200
1200
1100
1100
1200
1100
1190
1082
991
915
850
793
744
779
72'
681
908
838
1100
1200
1100
1100
1100
1100
1200
1100
1100
1091
991
0...
0...
960
1100
1200
1100
1100
1100
1100
1200
1100
Incl.
840
1200
1200
1100
1200
1200
1100
1100
I ...
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1100
1100
1100
1100
1100
1100
1200
1100
1197
1180 1119 1064
1061 1006 957
870
884 838 797
816 775 736
758 719 684
707 '71 638
663 "9 598
lOBO lOBO lOBO
720
I...
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....
600
I ...
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652
<OS
571
q
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597
643
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511 2
l)i
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ljO
629 lli
584 lli
545 l )i
1080
1100
1100
1100
1169
102J
91'
835 819
759 744
692
1100
1200
1100
1100
1193
1044
927
lOBO lOBO
. ...
lod.
581
545 522
623
913
83'
761
702
1142
10}4
1200
1100
1200
1100
1100
1100
1091
970
873
794
726
671
1100
1100
1200
1100
1200
1200
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720
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WI DTIIS IN INeliES
l OBO lOBO lOBO IOSO l OBO l OBO 1080 lOBO 1080
1200
1200
1200
1200
1100
1100
1100
1200
1100
1168
105Z
II
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1200
1200
1200
1200
1100
1200
1100
1200
1100
1200
1200
1100
1012 876
1139 1129
934 803
1051 1042
867 751
976 968
809 701
912 904
759 657 863 854 847
1080
1100
1200
1100
1200
1200
1200
1200
1100
1100
1100
1200
1104
II
I...
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1080 1080 1080 lOBO
lOBO lOBO lOBO 1200
lOBO l OBO lOBO 1200
1056 10J2 1020 1200
1020 1008 960 1100
852 1100
852 768 744 1100
732 672 636 1200
636 588 564 1200
552 516 492 1200
444 410 1200
432 396 372 1200
384
348 1200
316 312 1195
316 300 288 1103
300 276 264 1025
276 264 240
264
m 897
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12.75 lOBO
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17.85 1008
jO 20.40 1056
22.95 1008
li 25.50 924
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I
588
l)i 45.90 564
l )i 51.00 504
l li 56.10 444
l jO 61.20 408
l li 66.30 384
l li 71.40
l )i 16.50 316
2 81.60 300
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2 INCHES THICK AND UNDER
CARBON STEEL-STRUaURAL GRADE-72,OOO PSI MAXIMUM T. S.
PLATES ROLLED IN PITISBURGH DISTRICT
EXTREME SIZES OF RECTANGULAR UNIVERSAL MILL PLATES
~
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WIDTH 'N INCHES
V
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LENGTH IN INCHES
431
DI
"
13
10
U
10
45
.. .. ""I""
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156
121
liS
81
&4
81
711
91
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95
100
109
104
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91
99
lE14
109
114
120
128
121
134
136
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169
143
152
163
190
116
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117
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132
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166
183
m
286
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122
130
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231
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EXTREME SIZES OF RECTANGULAR UNIVERSAL MILL PLATES
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WIDTHS Ire INCHES
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LENGTHS iN INCHES
order..:! 0 ..' 90· wick OtId "~ I~i.lr, "" ..,.,. _ihd io rhie"" ... OIII~. Cannol b. fwnioMd 10 _19M
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lU 51.00
l).i 61.20
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2 INCHES THICK AND UNDER
CARBON STEEL-STRUCTURAL GRADE-72,OOO PSI MAXIMUM T. S.
EXTREME SIZES OF RECTANGULAR AND CIRCULAR SHEARED MILL PLATES
PLATES ROLLED IN PITTSBURGH DISTRICT
~
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636
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636
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768
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1188
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1320
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984
900
1212
120'
1068
912
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1188
1068
912
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1320
1320
1320
1320
1320
1320
1320
1320
1320
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132.0
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1320
1320
1320
1320
1
LENGTHS IN INCHES
I .. 1 "
1320
•
1200
1080
1320
1320
1100
1080
1320
1320
1320
1320
1320
1320
1320
1320
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1092
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1320
1320
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1320
1320
1320
1320
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1320
1320
1320
1320
1320
1320
I'"
WIDTHS IN .ltCHES
PlO3It '"uJr. .... nll 1ft uuto cI d..... nIlOM ,hown may boo ...bmltt.d 'Of _clol (0<I1Ict.",11011.
2
lli 56.l0
lJi 61.20
I" 66.30
I" 71.4tI
lJi 76.50
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35.70
40.80
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51.00
li 25.50
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1100
1100
1100
1100
1200
1100
1100
1100
1100
1080
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636
732
684
852
780
1128
1020
92'
840
780
726
678
630
1190
1320
1320
1320
1320
1320
1320
1320
1320
1320
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1140
1
1032
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1320
1320
1320
1296
1320
1320
1320
1320
1320
1320
1 "
2 INCHES THICK AND UNDER
1020
92.
840
780
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672
630
1128
1320
1320
1320
1320
1184
1320
1100
1320
1320
1320
1 "
1
62'
1008
912
840
768
720
672
1128
1320
1320
1320
1278
1320
1320
1320
1320
1320
1100
~
1166
1Il6
1008
912
828
768
1320
1320
1320
1320
1320
1080
1100
1320
1320
1 "
912
828
768
708
Ill6
1166
1320
1320
1320
l320
1140
1160
1320
1320
10Z0
1 "
1320
1320
1320
1320
1320
1182
1032
1320
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1080
1100
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62'
788
62.
62.
576
62.
846
792
2
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912
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1116
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1320
1320
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1320
1320
1320
1100
1140
1 "
CARBON STEEL-STRUCTURAL GRADE-72,OOO PSI MAXIMUM T. S.
EXTREME SIZES OF RECTANGULAR UNIVERSA L MILL PLATES
PLATES ROLLED IN CHICAGO DISTRICT
5!
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6
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210
228
204
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252
282
324
372
432
432
474
522
582
12
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474
522
582
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516
576
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510
570
LENGTIIS IN INCHES
10
204
228
252
282
204
228
252
282
204
22.
252
282
204
228
252
276
204
222
246
276
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324
318
312
31'
31'
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588
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270
312
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558
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270
306
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270
306
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492
552
492
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WIOTHS IN INCHES
OVER 2 INCHES THICK
CARBON STEEL-STRUaURAL GRADE-72,OOO PSI MAXIMUM T. S.
EXTREME SIZES OF RECTANGULAR UNIVERSAL MILL PLATES
fif UJ
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40.80
45.90
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30.60
33.15
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12.95
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720
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720
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72'
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72'
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720
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72'
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720
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lEIIGTIIS 1M INaID
575
500
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400
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010
010
660
660
660
660
660
660
660
660
660
660
540
54'
540
540
540
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52'
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CARBON STEEL-STRUCTURAL GRADE-72,OOO PSI MAXIMUM T. S.
EXTREME SIZES OF RECTANGULAR AND CIRCULAR SHEARED MILL PLATES
PLATES ROLLED IN CHICA GO DISTRICT
ISO
ISO
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140
146
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148
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WIDTHS IN INCHES
OVER 2 INCHES THICK
CARBON STEEL-STRUaURAL GRA DE-7 2,OOO PSI MAXIMUM T. S.
EXTREME SIZES OF RECTANGULAR SHEARED MILL PLATES
jl
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865
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865
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865
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865
865
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865
865
865
865
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865
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MAXIMUM lENGTHS '" INCHES
TIl'"
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nw.
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865
865
865
865
865
865
865
865
865
865
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865
865
865
865
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860
865
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865
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865
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865
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WIDTHS IN INCKES
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71.40
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15.30
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CARBON STEEL- STRUaURAL GRADE-72.000 PSI MAXIMUM T. S.
EXTREME SIZES OF RECTANGULAR UNIVERSAL MILL PLATES
PLATES ROLLED IN BIRMINGHAM DISTRICT
III
lli
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45.90
35.70
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28.05
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25.50
22.95
720
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640
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110
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112
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114
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116
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120
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122
Thru
124
12(
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116
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126
650
600
540
680
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540
510
680 680
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118
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120
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640 640
680
680
680
640
640
640
680 680 680
680
680
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720 720 610 620 600 560 560 560
no
720 720 720 720 680
720 720 720 720 680
680
680
680
680
680
680
680
600
640
640
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Thru
I~
MAXI MUM LENGTHS IN INCII[S
Th.g
~
660 660 660
680 680 680
680 680 680
400
510
550
660
100
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660
680
400
510
600
660
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400
480
550
600
720 720 72il 720
720 720 720 720
720 7W 120 720
720 720 120 720
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400
510
550
660
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17.85
20.4D
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84
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600 600 600 600 600
720 720 720 720 660
lb,u
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12.75
15.30
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72
12
600 540 500 460 430
600600600560560
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66
66
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WIDTHS IN I NCHES
1Yo INCHES THICK AND UNDER
CARBON STEEL-STRUCTURAL GRADE-72.000 PSI MAXIMUM T. S.
EXTREME SIZES OF RECTANGULAR AND CIRCULAR SHEARED MILL PLATES
....<iII
:l>
...
..
...
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170
170
170
170
170
170
170
170
165
140
115
185
156
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175
140
140
135
110
190
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145
115
175
195
tabl.
185
155
130
130
105
140
110
300
175
140
195
310
JJO
350
350
350
380
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315
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140
120
310
310
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310
310
310
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115
105
185
165
135
160
130
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190
170
155
130
110
120
170
150
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370
340
310
~
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380
380
360
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305
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Thru
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Thru
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140
140
140
140
140
140
140
140
135
11.
197
181
169
157
653
710
710
710
71f)
698
110
38
161
150
173
613
140
140
140
140
140
140
140
140
114
104
188
717
666
710
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71f)
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637
595
140
140
140
140
140
140
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115
195
179
163
153
143
685
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710
110
136
147
187
171
158
105
710
71f)
710
656
610
570
140
140
140
140
140
140
140
127
110
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118
197
179
164
151
140
131
157
145
135
115
171
119
139
140
140
140
563
515
140
140
140
140
140
140
005
71f)
704
655
110
565
547
140
140
140
630
71f)
71f)
681
110
MAXIMUM UNGTHS IN IN CHES
n..
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140
140
140
140
140
140
111
1f)1
181
165
151
140
119
11f)
505
541
656
681
630
581
115
140
140
140
140
111
195
175
159
146
134
114
'"140140
f1J7
561
511
71f)
71f)
~
~
71f)
71f)
Thill
TIl,.
.
.." " . .. ""10'' 1 "', 1T~IU~. -I~
WIDTHS IN INCIIES
OVER 1 Yo INCHES THICK IGo. C,t)
111
187
169
153
140
119
11f)
133
104
140
140
140
140
140
503
469
633
586
541
71f)
695
~
~
Th.
107
115
'53
140
140
140
140
140
12.
197
181
163
148
135
115
565
513
465
71f)
671
611
~
~
Thru
GO
"
Tho
GO
Thno
~
103
111
140
140
140
140
140
117
190
176
157
143
131
11f)
469
505
648
591
717
140
140
140
140
140
110
184
169
151
138
116
116
107
100
413
'54
571
519
618
694
~
Thl'll
104
96
111
93
119
118
1'"
100
112
159
141
164
147
133
171
537
.97
'58
.16
397
140
140
140
140
127
196
589
652
178
140
140
140
140
135
103
439
554
511
473
673
..
'" '"
'" ..
"
~
Th.u
.....
_Q
'"
413
105
97
90
114
385
140
140
140
140
11f)
190
167
153
138
115
•
.»
5
5)j
6
6li
7
7)j
8
1l!
1jl
1%
1
1l(
1li
1!l
3
3»
1~
.81
445
1~
571
511
III
j.i
633
"
Th.
~.
_3_
...... ITI
~~C
"'I
- "'rl"' '"'1""'.. -.. .-
CARBON STEEL-STRUaURAL GRADE-12,OOO PSI MAXIMUM T. S.
EXTREME SIZES OF RECTANGULAR SHEARED MILL PLATES
PLATES ROLLED IN BIRMINGHAM DISTRICT
"
'"
I~
ii.
')i
I
l )i
8
•
')i
5
5)i
•
3
3)i
m
2)i
102
94
87
121
111
240
240
240
236
196
16'
14.
137
123
202
102
105
118
85
" """ "
110
99
86
111
114
157
146
""
114
153
140
126
222
240
280
23'
343
'"
397
830
511
865
'"
240
240
240
352
378
442
581
525
..'" '"
362
373
'"
492
'55
.20
598
240
240
240
240
214
185
162
151
1"
801
11\
2
2~
432
61S
555
I~
H'
l )i
~i=
! •
~
~
"~
..
", '" "" ..".
M
...
83
00
110
99
240
280
233
216
1"
165
144
133
119
333
358
524
127
113
181
156
137
22<l
205
"
88
105
116
102
Tb ..
. ....
~
T~III
~
Thill
~
IU.XIMUM UHGTHS I" INCHES
Tb ..
177
124
152
133
97
I'"
14.
130
172
194
21"
301
240
233
'98
.50
105
100
16'
145
126
204
240
227
293
II"
100
...
95
..
92
102
115
286
240
222
198
185
164
141
123
""
21"
..
100
111
240
216
194
101
160
138
120
..
..
107
131
115
153
172
184
267
233
287
364
'"'" '07." '"'3"" ."801
'"'357331" ""378349323 '"36'380315 ""332361 353325301 337310
511
861
""316240 ""240
240
'"214199
83"
398
367
813
~
'" '"
" " ".. "
240
240
226
210
186
160
140
129
32.
376
349
537
88.
."
..
'"'"
551
.97
'53
Th..
WIDTKS IN IMC/IES
...
""
101
297
275
255
223
197
176
164
147
126
322
41.
388
388
100
Tb..
96
..
..
..
140
120
105
157
245
213
188
16'
263
338
..'"
'"""
lOCI
ibN
IDe
lOS
. ..
115
161
150
135
""
204
...
...
243
225
196
173
154
144
129
263
'"""
321
297
273
253
235
358
378
380
Ii2
1 h..
393
108
Th..
IDe
...
124
216
188
166
148
13.
233
327
297
275
253
364
116
Th.u
IU
116
..
. ..
1"
160
142
133
120
..
225
'"
'"283
351
315
120
Tbrv
120
T~ ..
. ..
..
153
136
1'"
17.
201
217
234
255
308
276
33<J
124
..
..
. ..
131
...
19'
16.
14.
I'"
m
-t
I
Iii
8
' )i
5
5)i
•
•' Ii
2)i
21(
3
3)i
2~~
2
I~
III
I~
l!j
l li
l!j
.-
II
~'"
ll.::r ",
S..il
0'" ."
,,!!.\;
72
"
78
78
92
88
10.
100
110
120
".
1"
1'"
129
".".
'"266247 I'"I'"
226 ".
200 ".
327
•j .
"n
a
..
""'
""" n_
""" n-• "-1""1"ij "" ""
n..
n .. "" I"- 1"" 1""1''" 1"" I"- ,,"-1"- ""1"'1
" n" ""
'"U. "I
~- "" ".
..
"
U
M
j~"
" " " "
CARBON STEEL-STRUCTURAL GRADE- 72,000 PSI MAXIMUM T. S.
OVER 1Yo INCHES THICK (Goo C",I
EXTREME SIZES OF RECTANGULAR AND CIRCULAR SHEARED MILL PLATES
~
'it
-
"
"'"
.
6l.2O
I~
line,
51.110
480
600
600
600
600
600
600
480
600
600
~
I
480
600
600
~
I
" I
~
.20
J84
UltGTlIS lit IMCHES
In
.., ..,
~
I
384
~
I
,~.
.70
480
480
401
480
OX!
480
600
600
600
600
OX!
600
OX!
OX!
OX!
480
600
600
600
600
SSO
570
600
600
480
480
4lS
480
480
480
480
.80
480
4SO
390
I
'10
340
480
320
2'JO
210
Cir(.l..t-1I'IlnLmum dlo .... It.
)6
384
384
384
270
210
360
360
340
300
'80
480
400
600
.80
.20
'20
200
255
285
320
360
360
360
420
.20
.20
'80
'80
270
240
200
330
300
320
285
235
225
360
360
360
360
4'"
420
480
480
480
360
360
360
384
384
384
384
384
384
384
J84
280
260
220
330
~
360
360
384
384
384
384
384
384
_ 1 102 1 101 1 1141120
or ,""hipl •• oddinll up to a ",Inlmum 01200',
~
3SO
'SO
420
SOO
5SO
600
600
480
480
".... Iugl~
".
480
..,
..,
'80
.., .., .., .., 480 .., '",.,
... 470 '" 320
.80
.80
.80
600
600
OX!
600
600
600
mini", .. ", Quantity 01 Oft. ,il. wIlleh III. mill can occei>ll. iOO' .i.he, in
401
480
480
480
480
600
600
600
600
600
600
600
600
In<: ..... Plate , _ ........ t. h....... 01 di ........ an. sho_ ""'" to. ,.,b .. ltMd for _clol ...... 10.<01;011.
Fa< ftone-. A.. bo. and lU"he. QIICIlilie ........ It,ll from boIh .nIh 0 .. .. CI"i ............"". abo¥. maolmum Ioonglh. t.., 20 inct..t.
for I,. ... , !how.. "nde.
~.cwy
45.90
I",
IJj
)l
...
480
480
'!Io
!(
·lti
33.15
35.70
40.1ll
11.&5
20.40
22.95
25.50
28.OS
600
600
600
600
600
600
600
OX!
I " I u~ I
WIDTHS lit IHCH[S
.. .... .. .. .. .... ..,
.... .... ...... .... .. .... .. ..,
..
..
..,
.., .. ..
..,
.., .., ..,
...
30.60
"
)j
1M
12.75
15.30
600
600
600
600
600
~
OX!
OX!
I
7.65
1010
Jj
II
";I
~&
..:$
- -- - -
CARBON STEEL-STRUCTURA L GRADE-72,OOO PSI MAXIMUM T. S.
1 y, INCHES THICK AND UN DER
PLATES ROLLED IN GENEVA DISTRICT
EXTREMLSIZES OF RECTANGULAR AND CIRCULAR SHEARED MILL PLATES
...
I'"
I'"
114
"
120
120
120
120
120
120
120
120
120
120
120
120
I);
H~
I
IJ1
)l
."
'"
lj
)j
1M
Jj
"
"'"
'""
II
aa' i "-
n
1/,
'"
2" ~
=- ~ ....
!":;
",
"•
o
8:
~;:
•
ii.
200
285
270
255
240
230
220
210
300
370
345
32<1
..
I
pa~, , ...
285
270
255
245
235
225
300
335
315
""
385
425
I "
I
335
310
295
280
285
250
235
225
21'
210
""
""
~
"
I
200
245
230
220
210
""
310
290
275
""335
0<
2lS
205
285
270
255
240
225
".
n
330
1'l11li11
-- - ---
LENGTHS ," !tICHES
I
",inl ... .,", q ...... til ... lot OM .1 •• which I'" 01111 con 00"", I. 200' eitt..r In _
250
240
""
355
335
315
300
285
270
380
445
410
~
Plot • •"'Iui........ " in nu.. of dimlnlion ••ho>on ,"ov be ..bmilfed for .~<.iol conoid .. o';on.
200
240
220
I •
I
215
200
~
,"uhipl.. addinlJ up 10 0 ",;nl",,,,,, 01
For Range. IW. bo. Clnd IIII1M< qualitiel wIlNl 11111/r01ll barh.nds are reQuifed--reducl aoo.. 111.:..111111111 II"otlll by 11:0 IIICheL
For all i.. .... sho_ on thi,
A ll ,i . .. ......, be gat e'll 1o width and le"gth.
2
2»
2fj
2»
2)2
2",
2",
2li
3
I ",
III
I~
~
Ii
.,.WIDTHS IN INCHES
CARBON STEEL-STRUCTURAL GRADE-72,OOO PSI MAXIMUM T. S.
OVER 1 y, INCHES THICK
EXTREME SIZES OF RECTANGULAR SHEARED MILL PLATE
~OO ·.
I
-
en
1"1"1
",
...
~'i
."
2g> !;
200
~
STANDARD MILL PRACTICES
PERMISSIBLE VARIATIONS fOR DIMENSIONS AND WEIGHT
Rolling struct ul'Ol ,hopes invo lv" !odoll t uch a s roll weor, subseq uent roll dreni ng, lempelQlure variations, etc., which coute the finished shopes to vory from published profiles. Structurol
shopet are fu rnished to standard roll ing loleronc" published by the Ame rican lIon and Steel In.
sliMe in "$teel Producb Manuol : COlbon StH I Structural Sections," Augutl, 1943.
The perminibl. variation from the theoretical or specified weight is 2.5 per cenl.
,',
--
•
••
WIDE
o •
• •
FLANGE BEAMS
-SEalON
,
A
0...
To 12 ind."
OV'r 12
' /8
' /8
0...
'I'
' /4
' /8
' /8
~
-
,
,.. - -,..- ,..
•
F
T Y' C ........ D
------o.oF
o.oF
Ma.l _ o...... n
o.pItI at Gny
Sq~or.,
P,..all.l ,
No.
N.
0-
N.
0-
0 - N_ .....I
3/ 16
' /4
flGnt;le. In.
U....
• •
0/
W,,",oF
o.pIh, In.
No .. lr>Ol o.pIIo, In.
•
""'"'
--3/ 16
3/ 16
0-
3/ 16
3/ 16
' /4
' /4
W. b off
Ce..,-<,
vo ....s.ctlon.
M ... _.d P"",I!.1
..IIIoW.b, I...
--3/ 16
'I'
LENGTH
Var""IOft. f,o", S~A.G length lor loonorh. 01 ..... , In.
N_lnal Depth, "'.
0... )0 11.
To)O fr .• IIte!'
0...
u..o..
0-
U....
&om, up 10 24 incl.
3/ 8
3/ 8
3/ 8
Beams over 24 o nd 011
Columns
'/'
'/'
3/ 8 plus 1/ 16 lor each addilional 5 It
or froClion thereof.
1/ 2 p1U11 / 16 lor each odditionol 511.
or froclion lhe reof.
' /'
ENDS OUT-Of-SQUARE
1/ 64 in. per inch 01 depth, or 01 Rong e width if it is grtlOter than deplh.
CAMBER OR SWEEP
•
Wh en
' / 8 ' X num ber of feel of 10101 length
.am,:
In .
10
,,-, ,," . ,.
eng"" 0.. n ., Inc U1lve:
' / 8 'X number offH l oftotall ength b
1/ 8 '
'0
' ut not over
.
A., umns: IL
L
,c_
4," 1/ 8 ' + ' / 8 ' X number of feel of total leng th, minU1 45
eng on over
.:
10
""'Mod
(g
66
STANDARD MILL PRACTICES
PERMISSIBLE VARIATIONS FOR DIMENSIONS
•
•
0 o,
•
.....
........
Secti"."
Bulb
,I
A~gl ••
1 ,I
ALL STANDARD SECTIONS-LENGTH
V"'''''ion' fro .. S_m.d L.nlJlh 10< L.nvth. GI .... n, In.
0... lO It. to
.4()fr. 10
40 fl . Ind.
SO fI. lncl.
0.•• 50 ft.
V","
V.....
00...
0...
V......
V_do,
*,iOll'
o..•
To )() fl . ifICl.
Be""", StoMlQ,d Milt
H..a.OIIlI, CJ,c;,nn.l.
Angl •• , &Ib Angi •• , T••• , 2 •••
:'" 1".,
".,
I
"., ". I ".,
"~I.
• I ".,
H~
ENDS OUT·Of·SQUARE
'J ""
8... 010, Chon ... ls, ", . ..
Slor><lo.d Mill H-&' .. m,
1
•
L _.
n. .,.. InCn
~
CAMBER
... L
go ......
n.
Angl •• • ...• ....... . J / I21I". pet '''''h 01 leo l_nOlh 01 I Ylo,
Bulb Angl • • .......... l i ltS in. per inch ~ d.pth 01 1 'h 0,
Roll..:! T... • . . . . ..• . . 1 {6 .. In. 1M' inch 01 Aor>gec 01 "e .. ,
3/ 1'18 in. pel inch of 'um of bolt! R"n~ le nlJlh •.
z•••... ..... ,.......
,
1 a
"umbe.oI lu , 0110101 lugth
.
.n.
X
5
• Tol • •OtICft for end. "III·o/·Square ore det.,,,,i ... d on thelonljle' .... mb.n 0/ .... OKIion.
67
'MDU
STANDARD MILL PRACTICES
SURFACE FINISH AND CONDITIONING
Correcting minor imperfections 01 any location in structural sections by grinding
or by chipping to sound metal and depositing weld metal by atc-fusion welding, in
accordance with the limitations prescribed below, is regular practice.
Imperfections thol do not affect the full utility of the piece shall nol be considered as injurious defects. Such pieces may be processed by the following methods
in order to give them a workmanlike finish.
(1) For material less than 3/ 8 " in thickness, when the imperfections ore not more
than 1 / 32 " in depth they may be removed by grinding or chipping.
(2) For material 3/ 8 " and over in thickness, when the imperfections are not more
than 1 / 16 " in depth they may be removed by grinding or chipping.
(3) For material 3/ 8 ' and over in thickness, when the imperfections are more than ·
1 / 16 ' in depth, the pieces may be chipped and welded under limiting condi.
tions, listed below under "Chipping and Welding."
After the imperfection has been campletely removed, the maximum depth
of depression sholl not exceed the following:
THICKNESS OF MATERIAL
INCHES
DEPTH OF DEPRESSION
MAXIMUM, INCHES
Grinding or Chipping only
To 3/ 8 ' exel.
3/ 8 and over
1/ 32
1/ 16
Chipping and Welding
3/ 8 to 3/ 4 exel.
3/ 4t01·1 / '\excl.
1.1 / 4 to 2.1 / 4 exel.
2·1 / 4 and over
3/ 32
3/ 16
1/ 4
3/ 8
The cross-sectional area of any piece shall not be reduced by grinding ar chipping more than 1.5 per cent at any cross-section, nor sholl the total area of the
ground or chipped surface of any piece exceed 2 per cent of the total surface area
of that piece.
An experienced mill inspector sholl inspect the work after the chipping operation to see that the defects have been completely removed and that the limitations
specified above have not been exceeded. All welding shall be done by qualified
welders using suitable coated welding rods. The welds must be sound; the weld
metal being thoroughly fused on all surfaces and edges without under·culling or
overlap. Weld metal shall project at least 1/ 16 in. above the rolled surface after
welding, and the projecting metal shall be removed by chipping or grinding to make
it flush with the rolled surface and produce a workmanlike finish.
68
STANDARD MILL PRACTICES
CAMBERING OF ROLLED BEAMS
This refers to the cold cambering of large depth beams to produce a predeter.
mined design. The maximum lengths that con be cambered depend on the length
that can be rolled of a given section, to a mo)(imum of 100 feet. The maximum
cambers that can
be furnished and the minimum lengths for given cambers are shown
in the foll owing lable.
M Olti mum Ca mber, Incftet
5
Sections
I'" 14 1'" I 3 1'" I • I'" 1'
Minimum lengths for G iven Cam ber. Feet
Wide Flange 24 ' and over
Wide Flange 21 '; Standard 24 '
85 1 75 165
80 70 60
55
50
50 1 45 1 40
45 40 35
35 30
30 1 25
Camber will approximate a simple reg ular curve nearly the full length of the
beam, or between any two points as specified. Reverse or other compound curves
can not be undertaken. Camber is to be specified by the ordinate at the mid-length
of the portion of the beam to be curved; ordinates at other points are not to be specified. The camber ordinate is subject to a tolerance of nothing under to 1/ 2 in . over
for lengths 50 ft. and less; and for lengths over 50 ft., 1/ 8 in , is to be added to the
over tolerance for each additional 10ft. or fraction thereof.
MINIMUM CAMBER, IN INCHES, LIKELY TO REMAIN PERMANENT
WIde
"
3
IS
CB 362, 361.. ..........
332. 331. ........
302.301........ .. . ..
272, 271 ....
243, 2-(2, 241.. . ... .. ..
3*
3M
3li
4
.~
•' 30
5
5
rei
s.1I!S
eB 213, 212, 211 .......
24· BI8, BI. . .... ..
~
IS
~
214
21i
2"
3
3jj
I~
I~
1*
2
2
lli
lli
III
2
2~
ltftrtlls I. reet
WldefllZ,SedIou
I nd $11
..
Unatllslll reet
fIInce Sections
~
5
5
"
'Ii
3ll
~
2*
~
214
2
ht
Ilj
lli
~
I
114
114
lli
lli
..
Iii
1)4
"I
I
II
I
I
1)4
Ijj
M-
69
tllDEI
INDEX
A
PAGE
Am eriCCln slondord beams, properti et Clnd d imensions of ................ . 16-19
Am erica n sta ndord chonne ls, properti es a nd d imensions of ............... 20, 21
Angles, eqLlol legs, properties and d imensio ns of ............ .. ... . .... . 26, 27
A ngles, uneq ual legs, properti es and d imensions of ..................... 28- 31
B
Beams, properties (lnd di me nsions of Amelkan slondo rd .. . ... .•. .. .. ... . 16, 17
Bcoms, properti es a nd dimensions of CB wide flange ............ • ......... 4-13
Bearing piles, propert ies and di mensions of CBP .....
. ..... • ... . ....... . 50
Bulb ongles, cor building , properties and d imensions of .................. 32, 33
Bulb angl es, shipbuilding, properties and dimensio ns of .. .. ... • ... .. .... . 32,33
c
Cor building bulb ang les, pro perties and d imens ions of .... . ....•........ 32, 33
Car building chonne ls, properties and dimensions of ......... • ........... 22-25
Car building miscellan eo us secti ons ..........................•........ 42, 43
CB beari ng piles, propert ies and dimensions of .......... . ... .. . • . . ... .. ... . . 50
CB joists, pro pertie1 and d imensions of. .. .. ... . ... .. ... . • ... . • ... . . . .. 14, 15
CB light beams, propertie1 and d imensions of . .......................... 14, 15
CB stanchi ons, properiie'l and dim ensions of ................. . .......... 14, 15
CB structurol (split beam) tees, notes on ................................... 36
CB structurol (split beam) tees, properties a nd d imensions of. .. . . .. ... . ... . 37-41
CB wide Range shapes, properties and dimensions of ....... ... .. .. ........ 4-13
Channe ls, propertie'l and d imensions of American standard ............... 20, 21
Channels, propertie'l and dim ensio ns of car building and shipbuild ing ...... 22-25
Circular sheared plates, tables of Siles .... . ... . ..... . . 54, 55, 58, 59, 61 , 63, 65
Conugated sheel constructi on .. .. ....... . .... . .... . .................. 46, 47
Crone roil splice'l, table of. .. . .. .
. ....... . ....................... . . .45
Crone ro ils, table of properties and dimensions ..... , . . ... .. .... . ... .. ... . •. 44
D
Dimensions For detailing American standard beams .. . .... . ... • ..... .. .. 16, 17
Dimensions for deta ili ng American standard channe" ..... ... ........ . .. 20, 21
Dimensions For deta iling bulb angl e'l, ca r bu ilding . . . . .................. 32, 33
Dimensions for detailing bulb angl es, shipbuilding . ......... .
.32, 33
Dimensions for d eta ili ng CO lig ht beams, stanchi ons, joish .... .. ... . ...... 14, 15
Dimensions For detailing CB wide Rang e shapes .. . .. .. ... .. .............. 4-13
Dimensions For deta iling cran e roils . .. . .... .. ... . ........................ 44
Dimensions for deta ili ng crone ro il splice'l........................ .
. .. 45
Dimensions For detail ing chan nels, car building and shipbuilding . . .... .. .. 22-25
Dimensio ns for detailing miscellaneo us cor building sections . ............. 42, 43
Dime nsio ns for deta iling rolled tees ... . ... . ...................... . ....... 34
Dimensio ns for d etailing l ee'l.... . . . . . . . . . . . . . . . . . . . . . . . . .
. ........ . . 35
Dhtricts, symbols for .......................... . ... . ... .. .............. .. 3
70
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PAGE
Floor plates, allowable uniForm loods ........... .. ....•... ..... • .......... 50
Floor plate'll tobles of si l es.............
. ......... .. _ . .. ............ 51
foreword ......
. ................. .. ....... 3
H beorns, properties and dim ensiorlt of ................................ 18 , 19
Heavy rectangular plotes, table of......
. ...... . 53, 55, 57, 59, 62, 63, 65
ca ................................
Joists, properties ond dim ensions of
14, 15
Light beams, properties arid dimensions of CB ............ . ............. 14, 15
Miscellaneous cor building sections .......... . ...................... .. 42, 43
Notes on split beam structural tees ....................•..••.............. 36
ca
p
Piles, properties and dimensions of
bearing .............• ............. .. 50
Piling, propertie. ond dimensions of steel sheet ........................ .48, 49
Plote., toble. of Sile. of Roor....... .... .. ....
. .....•............... 62
Plote., table. of Sile. of rectangular and circular sheared 54, 55, 58, 59, 61,62,63,64
Plates, lables of Sil'" of rectangular heavy plot"' ...... 53, 55, 57, 59, 62, 63, 65
Plates, tabl", of siles of universol ..
. ............. 52,53,56, 57,60
Propertie. and dimensions of American standard beams ................. . 16, 17
P,opertie. and dimensions of Amelican standard channels ..... . .......... 20,21
Propertie. and dim ensiOn! of angles, equal legs .............. ... ........ 26,27
Propertie'S and dimensions of angles, unequal legs ................ 28,29,30, 31
Properties and dimensions of CBP bearing piles ............•............... 50
Properties and dimensions of
joists, $tonchions, light beams ............ 14, 15
Properties and dimensions of CB sltuctural (split beam) tee'S. . . . .
. .... 37, 41
Propertie'S and dimensions of
wide Range shape'S ...................... 4-13
Propertie'S and dimensions of crane roils........................... .
. .. 44
Properties and dim ensions of misce llaneo us cor building sections .......... 42, 43
Properties and dimensions of rolled tees . . . . . . . . . . . . . .. .
. .............. 34
Properties and dimensions of steel sheet piling ..... ... .................. 48, 49
ca
ca
R
Ro ils, propertie. and dimensions of crane ... . ..............•............... 44
Rectanlular and circular l heo,ed plates, tables of ,ile'S and
weig b or. ................................. 54,55,58,59,61,62,63,64
Rectangula r universol plates, tables of siIe'S and weights of. .. .. 52, 53, 56, 57, 60
S
Sheared plate., table. of sius of rectangular and circular 54, 55, 58, 59, 61,62,63,64
Sheet construction, corrugated ........................................ 46, 47
Shipbuilding bulb angles, properties and dimensions of .................. 32, 33
Shipbuilding chonneh, propertie. and dimensions of ..................... 22- 25
Stanchions, propertie. and dimensions 01
. 14,15
Standard mill practic"" permissible variations for dimension$ and weig ht .... 66,67
Standard mill practices, surface finish and conditioning. . . . . . . . . . . . . . . .
. .. 68
Standard mill practices,cambering 01 ro lled beams ..... .... . ... . . ....
. .. 69
Steel sheet piling, propertie'S and dimensions of. ....................... .48, 49
ca.. .....
. .. . . . ....
T-Z
Tee'l, notes on structural (split beam) ..................................... 36
Tees, properties and dimensions of structural (split beam) ... .. ............. 37.39
Tee'l, properties and dimensions of rolled . . . . . . . .. . . ... . .. . . .. . . .. . . .. . .
. .34
Univenal plates, tables of shes and weights ... . . . . . . . . .
. .52, 53, 56, 57, 60
Wide flange CB shapes, properties and dimensio ns of .. .... . _. . . . . .
. . 4-13
Zees, properties and dimensions 01 rolled. . . . .
. .•............... 35
Z piling, properties and dimensions of steel sheet ...... . ................... .49
71
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