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W S
HA
PE
S
W1
10
0 -
W9
20
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9 m
m6
W
1100
x
499
4.8
863 4
00
12 9
00
23 1
00
452
26 6
00
500
2 4
70
88.8
3 8
70
31 0
00
144 0
00
x
433
4.2
655 3
00
11 3
00
20 4
00
452
23 2
00
435
2 1
70
88.7
3 3
70
21 4
00
124 0
00
x
390
3.8
449 9
00
10 1
00
18 3
00
450
20 8
00
386
1 9
30
87.9
3 0
00
15 7
00
109 0
00
x
343
3.3
643 6
00
8 6
70
15 9
00
446
18 1
00
331
1 6
60
87.1
2 5
70
10 3
00
92 9
00
W
1000
x
883
8.6
7113 0
00
21 0
00
38 4
00
432
45 3
00
1 0
50
4 9
50
96.6
7 8
70
185 0
00
268 0
00
x
748
7.3
695 5
00
17 3
00
32 5
00
426
37 9
00
852
4 0
90
94.5
6 4
70
116 0
00
212 0
00
x
642
6.2
981 7
00
14 5
00
27 7
00
421
32 1
00
702
3 4
10
92.7
5 3
70
73 5
00
171 0
00
x
591
5.8
075 3
00
13 3
00
25 6
00
421
29 5
00
640
3 1
30
92.2
4 9
20
59 0
00
155 0
00
x
554
5.4
470 7
00
12 3
00
23 9
00
418
27 5
00
592
2 9
00
91.5
4 5
50
48 6
00
142 0
00
x
539
5.2
968 7
00
12 0
00
23 4
00
418
26 8
00
576
2 8
30
91.6
4 4
40
45 3
00
138 0
00
x
483
4.7
461 5
00
10 7
00
20 9
00
417
23 9
00
507
2 5
10
90.8
3 9
20
33 1
00
120 0
00
x
443
4.3
456 4
00
9 6
70
19 1
00
414
21 8
00
455
2 2
60
89.8
3 5
30
25 4
00
107 0
00
x
412
4.0
452 5
00
9 1
00
18 1
00
416
20 5
00
434
2 1
60
90.9
3 3
50
21 4
00
102 0
00
x
371
3.6
447 3
00
8 1
40
16 3
00
415
18 4
00
386
1 9
30
90.3
2 9
80
15 9
00
89 6
00
x
321
3.1
540 9
00
6 9
60
14 1
00
413
15 8
00
331
1 6
60
90.0
2 5
50
10 3
00
76 1
00
x
296
2.9
137 8
00
6 2
00
12 6
00
405
14 3
00
290
1 4
50
87.6
2 2
40
7 6
40
66 0
00
W
1000
x
584
5.7
374 5
00
12 5
00
23 6
00
409
28 1
00
334
2 1
30
67.0
3 4
80
71 7
00
82 3
00
x
494
4.8
462 9
00
10 3
00
19 8
00
404
23 4
00
268
1 7
40
65.3
2 8
20
44 0
00
64 7
00
x
486
4.7
761 9
00
10 2
00
19 7
00
406
23 2
00
266
1 7
30
65.5
2 7
90
42 9
00
64 1
00
x
415
4.0
652 8
00
8 5
20
16 7
00
402
19 5
00
217
1 4
30
64.1
2 3
00
27 0
00
51 5
00
x
393
3.8
550 0
00
8 0
80
15 9
00
402
18 5
00
205
1 3
50
64.0
2 1
70
23 3
00
48 4
00
x
350
3.4
344 5
00
7 2
30
14 3
00
403
16 6
00
185
1 2
20
64.4
1 9
40
17 2
00
43 2
00
x
314
3.0
840 0
00
6 4
40
12 9
00
401
14 9
00
162
1 0
80
63.7
1 7
10
12 6
00
37 7
00
x
272
2.6
734 7
00
5 5
40
11 2
00
400
12 8
00
140
933
63.5
1 4
70
8 3
50
32 2
00
x
249
2.4
431 7
00
4 8
10
9 8
20
390
11 3
00
118
783
60.9
1 2
40
5 8
20
26 7
00
x
222
2.1
828 3
00
4 0
80
8 4
10
380
9 8
00
95.4
636
58.1
1 0
20
3 9
00
21 5
00
W
920
x
1188
11.7
151 0
00
26 1
00
48 9
00
415
58 8
00
1 7
50
7 6
60
108
12 2
00
439 0
00
401 0
00
x
967
9.4
8123 0
00
20 3
00
39 5
00
406
46 8
00
1 3
40
6 0
00
104
9 4
90
246 0
00
294 0
00
x
784
7.6
899 8
00
15 9
00
32 0
00
400
37 3
00
1 0
30
4 7
30
102
7 4
20
136 0
00
220 0
00
x
653
6.4
183 2
00
12 9
00
26 6
00
394
30 7
00
830
3 8
50
99.9
6 0
20
80 5
00
172 0
00
x
585
5.7
474 5
00
11 4
00
23 8
00
392
27 4
00
728
3 4
10
98.8
5 3
10
58 9
00
149 0
00
x
534
5.2
468 0
00
10 3
00
21 7
00
389
24 8
00
656
3 0
90
98.2
4 8
00
45 2
00
132 0
00
x
488
4.7
862 1
00
9 3
50
19 9
00
388
22 6
00
590
2 8
00
97.5
4 3
40
35 0
00
118 0
00
x
446
4.3
957 0
00
8 4
70
18 2
00
386
20 6
00
540
2 5
50
97.3
3 9
50
26 8
00
107 0
00
x
417
4.1
053 3
00
7 8
80
17 0
00
385
19 2
00
501
2 3
70
97.0
3 6
70
21 9
00
98 7
00
x
387
3.8
049 3
00
7 1
80
15 6
00
382
17 6
00
453
2 1
60
95.8
3 3
30
17 3
00
88 5
00
x
365
3.5
846 4
00
6 7
10
14 6
00
380
16 5
00
421
2 0
10
95.2
3 1
10
14 4
00
81 9
00
x
342
3.3
643 6
00
6 2
50
13 7
00
379
15 4
00
390
1 8
70
94.6
2 8
80
11 9
00
75 5
00
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
6-4
0
Desig
nation
‡
Dead
Load
Are
a
XX
Y Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W1
10
0 -
W9
20
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
kk
1d-2
t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
499
497.8
1 1
18
405
45.0
25.9
190
985
67
33
1 0
28
3.8
0
3.4
0
W
44x335
433
434.1
1 1
08
402
40.1
22.1
190
985
62
31
1 0
28
3.7
8
3.3
8
W
44x290
390
391.6
1 1
00
400
36.1
20.1
190
985
58
30
1 0
28
3.7
6
3.3
6
W
44x262
343
342.6
1 0
90
400
31.0
18.0
191
985
53
29
1 0
28
3.7
4
3.3
4
W
44x230
883
883.4
1 0
92
424
82.0
45.5
189
865
114
53
928
3.7
9
3.3
7
W
40x593
748
749.8
1 0
68
417
70.1
39.1
189
865
102
50
928
3.7
3
3.3
1
W
40x503
642
641.3
1 0
48
412
59.9
34.0
189
865
91
47
928
3.6
8
3.2
6
W
40x431
591
590.9
1 0
40
409
55.9
31.0
189
865
87
46
928
3.6
5
3.2
5
W
40x397
554
554.7
1 0
32
408
52.1
29.5
189
865
84
45
928
3.6
4
3.2
3
W
40x372
539
539.4
1 0
30
407
51.1
28.4
189
865
83
44
928
3.6
3
3.2
2
W
40x362
483
482.9
1 0
20
404
46.0
25.4
189
865
78
43
928
3.6
1
3.2
0
W
40x324
443
442.5
1 0
12
402
41.9
23.6
189
865
73
42
928
3.5
8
3.1
8
W
40x297
412
412.2
1 0
08
402
40.0
21.1
190
865
72
41
928
3.5
8
3.1
8
W
40x277
371
371.2
1 0
00
400
36.1
19.0
191
865
68
40
928
3.5
6
3.1
6
W
40x249
321
320.9
9
90
400
31.0
16.5
192
865
63
38
928
3.5
5
3.1
5
W
40x215
296
296.4
9
82
400
27.1
16.5
192
865
59
38
928
3.5
3
3.1
3
W
40x199
584
584.6
1 0
56
314
64.0
36.1
139
865
96
48
928
3.3
0
2.9
8
W
40x392
494
493.9
1 0
36
309
54.0
31.0
139
865
86
46
928
3.2
5
2.9
4
W
40x331
486
486.2
1 0
36
308
54.1
30.0
139
865
86
45
928
3.2
4
2.9
4
W
40x327
415
414.3
1 0
20
304
46.0
25.9
139
865
78
43
928
3.2
0
2.9
0
W
40x278
393
392.7
1 0
16
303
43.9
24.4
139
865
75
42
928
3.2
0
2.8
9
W
40x264
350
349.4
1 0
08
302
40.0
21.1
140
865
72
41
928
3.1
8
2.8
8
W
40x235
314
314.3
1 0
00
300
35.9
19.1
140
865
67
40
928
3.1
6
2.8
6
W
40x211
272
272.3
9
90
300
31.0
16.5
142
865
63
38
928
3.1
5
2.8
5
W
40x183
249
248.7
9
80
300
26.0
16.5
142
865
58
38
928
3.1
3
2.8
3
W
40x167
222
222.0
9
70
300
21.1
16.0
142
865
53
38
928
3.1
1
2.8
1
W
40x149
1 1
88
1 1
88.7
1 0
66
457
109.0
60.5
198
785
141
60
848
3.8
4
3.3
8
W
36x798
967
966.3
1 0
28
446
89.9
50.0
198
785
121
55
848
3.7
4
3.2
9
W
36x650
784
783.3
9
96
437
73.9
40.9
198
785
105
50
848
3.6
6
3.2
2
W
36x527
653
653.1
9
72
431
62.0
34.5
198
785
94
47
848
3.6
0
3.1
7
W
36x439
585
585.1
9
60
427
55.9
31.0
198
785
87
46
848
3.5
7
3.1
4
W
36x393
534
533.9
9
50
425
51.1
28.4
198
785
83
44
848
3.5
4
3.1
2
W
36x359
488
487.7
9
42
422
47.0
25.9
198
785
79
43
848
3.5
2
3.1
0
W
36x328
446
447.2
9
33
423
42.7
24.0
200
785
74
42
848
3.5
1
3.0
9
W
36x300
417
418.1
9
28
422
39.9
22.5
200
785
71
41
848
3.5
0
3.0
8
W
36x280
387
387.0
9
21
420
36.6
21.3
199
785
68
41
848
3.4
8
3.0
6
W
36x260
365
364.6
9
16
419
34.3
20.3
199
784
66
40
847
3.4
7
3.0
5
W
36x245
342
342.4
9
12
418
32.0
19.3
199
785
64
40
848
3.4
6
3.0
4
W
36x230
6-4
1
Imperial
Desig
nation
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Tota
l
Min
us T
op
of
Top F
lange
Theo-
retical
Mass
Depth
.....
......
d
Fla
nge
Wid
th
.....
b
Fla
nge
Thic
k-
ness
t
Nom
inal
Mass
t
w a
kk
k1 b
Td C
ISC
Ha
nd
bo
ok o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W9
20
- W
76
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9 m
m6
W
920
x381
3.7
448 6
00
6 9
70
14 7
00
379
17 0
00
219
1 4
10
67.1
2 2
40
22 0
00
45 1
00
x345
3.3
944 0
00
6 2
60
13 3
00
377
15 3
00
195
1 2
70
66.6
2 0
00
16 5
00
39 8
00
x313
3.0
739 8
00
5 4
80
11 8
00
371
13 6
00
170
1 1
00
65.4
1 7
50
11 6
00
34 3
00
x289
2.8
336 8
00
5 0
50
10 9
00
370
12 6
00
156
1 0
20
65.2
1 6
00
9 2
30
31 3
00
x271
2.6
734 6
00
4 7
20
10 2
00
369
11 8
00
145
946
64.8
1 4
90
7 7
00
28 9
00
x253
2.4
932 3
00
4 3
80
9 5
20
368
11 0
00
134
874
64.3
1 3
70
6 2
70
26 5
00
x238
2.3
430 4
00
4 0
60
8 8
80
366
10 2
00
123
806
63.6
1 2
70
5 1
50
24 3
00
x223
2.2
028 6
00
3 7
70
8 2
70
363
9 5
40
112
738
62.7
1 1
60
4 2
20
22 1
00
x201
1.9
825 6
00
3 2
50
7 2
00
356
8 3
60
94.4
621
60.7
982
2 9
10
18 4
00
W
840
x527
5.1
867 3
00
9 1
50
20 3
00
369
23 3
00
607
2 9
70
95.0
4 6
20
47 8
00
110 0
00
x473
4.6
560 4
00
8 1
30
18 2
00
367
20 8
00
537
2 6
40
94.3
4 1
00
35 1
00
95 8
00
x433
4.2
655 3
00
7 3
60
16 6
00
365
18 9
00
484
2 3
90
93.5
3 7
10
27 0
00
85 5
00
x392
3.8
550 0
00
6 6
00
15 0
00
363
17 0
00
430
2 1
40
92.7
3 3
10
20 3
00
75 3
00
x359
3.5
345 8
00
5 9
20
13 6
00
359
15 4
00
389
1 9
30
92.1
2 9
80
15 1
00
67 4
00
x329
3.2
442 0
00
5 3
60
12 4
00
357
14 0
00
349
1 7
40
91.1
2 6
90
11 6
00
60 0
00
x299
2.9
438 2
00
4 8
00
11 2
00
355
12 7
00
312
1 5
60
90.4
2 4
10
8 6
60
53 2
00
W
840
x251
2.4
631 9
00
3 8
60
9 0
00
348
10 3
00
129
884
63.6
1 3
80
7 3
50
22 1
00
x226
2.2
228 9
00
3 4
00
7 9
90
343
9 1
60
114
774
62.8
1 2
10
5 1
40
19 3
00
x210
2.0
726 8
00
3 1
10
7 3
40
340
8 4
30
103
700
61.8
1 1
00
4 0
50
17 3
00
x193
1.9
024 7
00
2 7
80
6 6
30
336
7 6
20
90.3
618
60.5
971
3 0
50
15 1
00
x176
1.7
322 4
00
2 4
60
5 9
00
331
6 8
10
78.2
536
59.1
844
2 2
20
13 0
00
W
760
x582
5.7
274 3
00
8 6
20
20 4
00
341
23 8
00
644
3 2
50
93.2
5 0
80
72 2
00
98 3
00
x484
4.7
661 8
00
6 9
90
17 0
00
336
19 5
00
517
2 6
50
91.4
4 1
20
42 8
00
76 8
00
x434
4.2
655 3
00
6 1
90
15 2
00
334
17 4
00
455
2 3
50
90.7
3 6
50
31 3
00
66 8
00
x389
3.8
249 6
00
5 4
50
13 6
00
332
15 5
00
399
2 0
70
89.8
3 2
10
22 5
00
57 8
00
x350
3.4
444 6
00
4 8
70
12 2
00
330
13 9
00
355
1 8
60
89.1
2 8
70
16 8
00
50 8
00
x314
3.0
940 2
00
4 2
90
10 9
00
327
12 3
00
316
1 6
40
88.7
2 5
40
11 8
00
44 7
00
x284
2.7
936 3
00
3 8
30
9 8
20
325
11 1
00
280
1 4
70
87.9
2 2
60
8 7
50
39 3
00
x257
2.5
432 9
00
3 4
30
8 8
80
323
9 9
70
250
1 3
10
87.2
2 0
20
6 5
10
34 8
00
W
760
x220
2.1
628 1
00
2 7
80
7 1
40
315
8 1
90
94.4
710
58.0
1 1
10
6 0
50
13 2
00
x196
1.9
325 1
00
2 4
00
6 2
40
309
7 1
70
81.7
610
57.1
959
4 0
40
11 3
00
x185
1.8
123 5
00
2 2
30
5 8
20
308
6 6
90
75.1
563
56.5
884
3 3
30
10 3
00
x173
1.7
022 1
00
2 0
60
5 4
00
305
6 2
10
68.7
515
55.7
810
2 6
90
9 4
20
x161
1.5
720 4
00
1 8
60
4 9
00
302
5 6
60
60.7
457
54.5
720
2 0
70
8 2
80
x147
1.4
418 7
00
1 6
60
4 4
10
298
5 1
00
52.9
399
53.1
631
1 5
60
7 1
60
x134
1.3
117 0
00
1 5
00
4 0
10
297
4 6
30
47.7
361
53.0
568
1 1
80
6 4
30
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
6-4
2
Desig
nation
‡
Dead
Load
Are
a
XX
Y Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W9
20
- W
76
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
kk
1d-2
t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
381
381.5
9
51
310
43.9
24.4
143
820
66
33
863
3.0
9
2.7
8
W
36x256
345
345.2
9
43
308
39.9
22.1
143
820
62
31
863
3.0
7
2.7
7
W
36x232
313
312.8
9
32
309
34.5
21.1
144
819
56
31
863
3.0
6
2.7
5
W
36x210
289
288.6
9
27
308
32.0
19.4
144
819
54
30
863
3.0
5
2.7
4
W
36x194
271
271.7
9
23
307
30.0
18.4
144
819
52
30
863
3.0
4
2.7
3
W
36x182
253
253.7
9
19
306
27.9
17.3
144
820
50
29
863
3.0
3
2.7
2
W
36x170
238
238.3
9
15
305
25.9
16.5
144
820
48
29
863
3.0
2
2.7
1
W
36x160
223
224.3
9
11
304
23.9
15.9
144
820
46
28
863
3.0
1
2.7
0
W
36x150
201
201.3
9
03
304
20.1
15.2
144
819
42
28
863
2.9
9
2.6
9
W
36x135
527
528.2
9
03
409
53.1
29.5
190
754
75
35
797
3.3
8
2.9
7
W
33x354
473
473.8
8
93
406
48.0
26.4
190
754
70
33
797
3.3
6
2.9
5
W
33x318
433
433.8
8
85
404
43.9
24.4
190
754
65
32
797
3.3
4
2.9
3
W
33x291
392
392.2
8
77
401
39.9
22.1
189
754
61
31
797
3.3
1
2.9
1
W
33x263
359
359.9
8
68
403
35.6
21.1
191
754
57
31
797
3.3
1
2.9
0
W
33x241
329
330.0
8
62
401
32.4
19.7
191
754
54
30
797
3.2
9
2.8
9
W
33x221
299
299.9
8
55
400
29.2
18.2
191
754
51
29
797
3.2
7
2.8
7
W
33x201
251
250.6
8
59
292
31.0
17.0
138
753
53
29
797
2.8
5
2.5
6
W
33x169
226
226.6
8
51
294
26.8
16.1
139
754
49
28
797
2.8
5
2.5
5
W
33x152
210
210.8
8
46
293
24.4
15.4
139
754
46
28
797
2.8
3
2.5
4
W
33x141
193
193.5
8
40
292
21.7
14.7
139
753
44
28
797
2.8
2
2.5
3
W
33x130
176
176.0
8
35
292
18.8
14.0
139
754
41
27
797
2.8
1
2.5
2
W
33x118
582
582.9
8
43
396
62.0
34.5
181
676
84
37
719
3.2
0
2.8
1
W
30x391
484
485.3
8
23
390
52.1
29.0
181
676
74
35
719
3.1
5
2.7
6
W
30x326
434
434.4
8
13
387
47.0
25.9
181
676
69
33
719
3.1
2
2.7
4
W
30x292
389
389.2
8
03
385
41.9
23.6
181
676
63
32
719
3.1
0
2.7
1
W
30x261
350
350.3
7
95
382
38.1
21.1
180
676
60
31
719
3.0
8
2.6
9
W
30x235
314
315.3
7
86
384
33.4
19.7
182
676
55
30
719
3.0
7
2.6
8
W
30x211
284
284.8
7
79
382
30.1
18.0
182
676
52
29
719
3.0
5
2.6
7
W
30x191
257
258.5
7
73
381
27.1
16.6
182
676
49
28
719
3.0
4
2.6
6
W
30x173
220
220.2
7
79
266
30.0
16.5
125
675
52
29
719
2.5
9
2.3
2
W
30x148
196
196.8
7
70
268
25.4
15.6
126
676
47
28
719
2.5
8
2.3
1
W
30x132
185
184.8
7
66
267
23.6
14.9
126
675
45
28
719
2.5
7
2.3
0
W
30x124
173
173.6
7
62
267
21.6
14.4
126
675
43
28
719
2.5
6
2.3
0
W
30x116
161
160.4
7
58
266
19.3
13.8
126
676
41
27
719
2.5
5
2.2
9
W
30x108
147
147.1
7
53
265
17.0
13.2
126
675
39
27
719
2.5
4
2.2
7
W
30x99
134
133.2
7
50
264
15.5
11.9
126
675
37
26
719
2.5
3
2.2
7
W
30x90 6-4
3
Fla
nge
Thic
k-
ness
t
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Imperial
Desig
nation
Tota
l
Min
us T
op
of
Top F
lange
Nom
inal
Mass
Theo-
retical
Mass
Depth
.....
......
d
Fla
nge
Wid
th
.....
b
t
w a
kk
k1 b
Td C
ISC
Ha
nd
bo
ok o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W6
90
- W
61
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9 m
m6
W
690
x802
7.8
7102 0
00
10 6
00
25 7
00
322
30 9
00
875
4 5
20
92.5
7 1
50
206 0
00
119 0
00
x548
5.3
869 9
00
6 7
30
17 4
00
310
20 4
00
543
2 9
20
88.1
4 5
70
70 7
00
68 2
00
x500
4.9
163 8
00
6 0
60
15 9
00
308
18 5
00
487
2 6
40
87.4
4 1
10
54 6
00
60 3
00
x457
4.4
958 4
00
5 4
70
14 5
00
306
16 8
00
439
2 3
90
86.7
3 7
20
42 3
00
53 6
00
x419
4.1
153 4
00
4 9
50
13 3
00
305
15 3
00
395
2 1
70
86.0
3 3
70
33 0
00
47 7
00
x384
3.7
749 0
00
4 4
90
12 2
00
303
14 0
00
357
1 9
70
85.3
3 0
50
25 7
00
42 6
00
x350
3.4
444 7
00
4 0
30
11 1
00
300
12 6
00
319
1 7
70
84.4
2 7
40
19 5
00
37 6
00
x323
3.1
841 3
00
3 7
10
10 3
00
300
11 7
00
294
1 6
40
84.4
2 5
30
15 7
00
34 4
00
x289
2.8
436 8
00
3 2
60
9 1
40
298
10 3
00
256
1 4
40
83.4
2 2
20
11 2
00
29 6
00
x265
2.6
133 8
00
2 9
20
8 2
70
294
9 3
30
231
1 2
90
82.7
1 9
90
8 3
40
26 4
00
x240
2.3
630 7
00
2 6
30
7 4
90
292
8 4
30
206
1 1
60
82.0
1 7
90
6 2
70
23 4
00
x217
2.1
527 9
00
2 3
60
6 7
90
291
7 6
10
185
1 0
40
81.5
1 6
10
4 7
20
20 8
00
W
690
x192
1.8
824 4
00
1 9
80
5 6
40
285
6 4
60
76.4
602
56.0
941
4 6
20
8 6
80
x170
1.6
721 6
00
1 7
00
4 9
10
280
5 6
20
66.2
517
55.3
809
3 0
50
7 4
10
x152
1.4
919 4
00
1 5
10
4 3
80
279
5 0
00
57.8
455
54.6
710
2 2
00
6 4
20
x140
1.3
717 8
00
1 3
60
3 9
80
276
4 5
50
51.7
407
53.9
636
1 6
70
5 7
20
x125
1.2
316 0
00
1 1
90
3 5
00
272
4 0
10
44.1
349
52.5
546
1 1
80
4 8
30
W
610
x551
5.4
170 2
00
5 5
70
15 7
00
282
18 6
00
484
2 7
90
83.0
4 3
80
83 8
00
49 9
00
x498
4.8
963 5
00
4 9
50
14 2
00
279
16 7
00
426
2 4
80
81.9
3 8
90
63 2
00
43 1
00
x455
4.4
657 9
00
4 4
40
12 9
00
277
15 1
00
381
2 2
40
81.1
3 5
00
48 8
00
37 9
00
x415
4.0
852 9
00
4 0
00
11 8
00
275
13 7
00
343
2 0
30
80.5
3 1
60
37 7
00
33 6
00
x372
3.6
547 4
00
3 5
30
10 6
00
273
12 2
00
302
1 8
00
79.8
2 8
00
27 7
00
29 1
00
x341
3.3
443 4
00
3 1
80
9 6
30
271
11 1
00
271
1 6
30
79.0
2 5
20
21 3
00
25 8
00
x307
3.0
139 1
00
2 8
40
8 6
90
269
9 9
30
240
1 4
50
78.2
2 2
40
15 9
00
22 5
00
x285
2.8
036 3
00
2 6
10
8 0
60
268
9 1
70
221
1 3
40
77.9
2 0
70
12 8
00
20 5
00
x262
2.5
633 3
00
2 3
60
7 3
60
266
8 3
50
198
1 2
10
77.2
1 8
70
9 9
00
18 3
00
x241
2.3
730 8
00
2 1
50
6 7
80
264
7 6
70
184
1 1
20
77.4
1 7
30
7 7
00
16 8
00
x217
2.1
427 8
00
1 9
10
6 0
70
262
6 8
50
163
995
76.7
1 5
30
5 6
00
14 7
00
x195
1.9
224 9
00
1 6
80
5 4
00
260
6 0
70
142
871
75.6
1 3
40
3 9
70
12 7
00
x174
1.7
122 2
00
1 4
70
4 7
80
257
5 3
60
124
761
74.7
1 1
70
2 8
00
10 9
00
x155
1.5
219 7
00
1 2
90
4 2
20
256
4 7
30
108
666
73.9
1 0
20
1 9
50
9 4
50
W
610
x153
1.5
119 6
00
1 2
50
4 0
20
253
4 6
00
50.0
437
50.5
682
2 9
50
4 4
70
x140
1.3
717 9
00
1 1
20
3 6
30
250
4 1
50
45.1
392
50.3
613
2 1
80
3 9
90
x125
1.2
315 9
00
985
3 2
20
249
3 6
70
39.3
343
49.7
535
1 5
40
3 4
50
x113
1.1
114 4
00
875
2 8
80
246
3 2
90
34.3
300
48.7
469
1 1
20
2 9
90
x101
0.9
97
13 0
00
764
2 5
30
243
2 9
00
29.5
259
47.7
404
781
2 5
50
x91†
0.8
82
11 5
00
657
2 2
00
239
2 5
20
24.8
219
46.5
342
531
2 1
20
x84†
0.8
15
10 6
00
603
2 0
20
239
2 3
20
22.6
200
46.2
311
420
1 9
20
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
† C
he
ck a
va
ilab
ility
6-4
4
Desig
nation
‡
Dead
Load
Are
a
XX
Y Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W6
90
- W
61
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
kk
1d-2
t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
802
802.6
8
26
387
89.9
50.0
169
603
112
45
646
3.1
0
2.7
1
W
27x539
548
548.6
7
72
372
63.0
35.1
168
602
85
38
646
2.9
6
2.5
9
W
27x368
500
500.5
7
62
369
57.9
32.0
169
603
80
36
646
2.9
4
2.5
7
W
27x336
457
458.2
7
52
367
53.1
29.5
169
602
75
35
646
2.9
1
2.5
5
W
27x307
419
419.1
7
44
364
49.0
26.9
169
602
71
34
646
2.8
9
2.5
3
W
27x281
384
384.7
7
36
362
45.0
24.9
169
602
67
33
646
2.8
7
2.5
1
W
27x258
350
351.0
7
28
360
40.9
23.1
168
603
63
32
646
2.8
5
2.4
9
W
27x235
323
324.4
7
22
359
38.1
21.1
169
602
60
31
646
2.8
4
2.4
8
W
27x217
289
289.1
7
14
356
34.0
19.0
169
602
56
30
646
2.8
1
2.4
6
W
27x194
265
265.7
7
06
358
30.2
18.4
170
602
52
30
646
2.8
1
2.4
5
W
27x178
240
241.1
7
01
356
27.4
16.8
170
603
49
29
646
2.7
9
2.4
4
W
27x161
217
218.9
6
95
355
24.8
15.4
170
602
47
28
645
2.7
8
2.4
2
W
27x146
192
191.4
7
02
254
27.9
15.5
119
603
50
28
646
2.3
9
2.1
4
W
27x129
170
169.9
6
93
256
23.6
14.5
121
602
45
28
646
2.3
8
2.1
3
W
27x114
152
152.1
6
88
254
21.1
13.1
120
602
43
27
646
2.3
7
2.1
1
W
27x102
140
139.8
6
84
254
18.9
12.4
121
603
41
27
646
2.3
6
2.1
1
W
27x94
125
125.6
6
78
253
16.3
11.7
121
602
38
26
645
2.3
4
2.0
9
W
27x84
551
551.1
7
11
347
69.1
38.6
154
529
91
40
573
2.7
3
2.3
9
W
24x370
498
498.2
6
99
343
63.0
35.1
154
529
85
38
573
2.7
0
2.3
6
W
24x335
455
454.1
6
89
340
57.9
32.0
154
530
80
36
573
2.6
7
2.3
3
W
24x306
415
415.5
6
79
338
53.1
29.5
154
529
75
35
573
2.6
5
2.3
1
W
24x279
372
372.3
6
69
335
48.0
26.4
154
529
70
34
573
2.6
3
2.2
9
W
24x250
341
340.4
6
61
333
43.9
24.4
154
530
66
33
573
2.6
1
2.2
7
W
24x229
307
307.3
6
53
330
39.9
22.1
154
530
62
31
573
2.5
8
2.2
5
W
24x207
285
285.3
6
47
329
37.1
20.6
154
529
59
31
573
2.5
7
2.2
4
W
24x192
262
261.1
6
41
327
34.0
19.0
154
529
56
30
573
2.5
5
2.2
3
W
24x176
241
241.7
6
35
329
31.0
17.9
156
529
53
29
573
2.5
5
2.2
2
W
24x162
217
217.9
6
28
328
27.7
16.5
156
529
50
29
573
2.5
4
2.2
1
W
24x146
195
195.6
6
22
327
24.4
15.4
156
530
46
28
573
2.5
2
2.1
9
W
24x131
174
174.3
6
16
325
21.6
14.0
156
529
43
27
573
2.5
0
2.1
8
W
24x117
155
154.9
6
11
324
19.0
12.7
156
529
41
27
573
2.4
9
2.1
7
W
24x104
153
153.6
6
23
229
24.9
14.0
108
530
47
27
573
2.1
3
1.9
1
W
24x103
140
140.1
6
17
230
22.2
13.1
108
529
44
27
573
2.1
3
1.9
0
W
24x94
125
125.1
6
12
229
19.6
11.9
109
529
41
26
573
2.1
2
1.8
9
W
24x84
113
113.4
6
08
228
17.3
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108
530
39
26
573
2.1
1
1.8
8
W
24x76
101
101.7
6
03
228
14.9
10.5
109
530
37
26
573
2.1
0
1.8
7
W
24x68
91
89.9
5
98
227
12.7
9.7
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529
35
25
573
2.0
8
1.8
6
W
24x61
84
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5
96
226
11.7
9.0
109
529
34
25
573
2.0
8
1.8
5
W
24x56 6-4
5
Nom
inal
Mass
Theo-
retical
Mass
Depth
.....
......
d
Fla
nge
Wid
th
.....
b
Fla
nge
Thic
k-
ness
t
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Imperial
Desig
nation
Tota
l
Min
us T
op
of
Top F
lange
t
w a
kk
k1 b
Td C
ISC
Ha
nd
bo
ok o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W6
10
- W
46
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9 m
m6
W
610
x92
0.9
10
11 8
00
651
2 1
60
235
2 5
30
14.4
161
34.9
259
738
1 2
50
x82
0.8
08
10 5
00
565
1 8
80
232
2 2
10
12.1
136
34.0
219
510
1 0
40
W
530
x300
2.9
438 2
00
2 2
10
7 5
50
241
8 6
70
225
1 4
10
76.7
2 1
80
17 0
00
16 6
00
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2.6
734 6
00
1 9
70
6 8
40
239
7 8
10
202
1 2
70
76.4
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60
12 8
00
14 7
00
x248
2.4
231 4
00
1 7
70
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20
238
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60
180
1 1
40
75.7
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60
9 7
70
13 0
00
x219
2.1
527 9
00
1 5
10
5 3
90
233
6 1
10
157
986
75.0
1 5
20
6 4
20
11 0
00
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1.9
325 0
00
1 3
40
4 8
40
231
5 4
60
139
877
74.4
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50
4 7
00
9 6
40
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1.7
823 1
00
1 2
40
4 4
80
231
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40
127
808
74.2
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40
3 7
40
8 8
20
x165
1.6
221 1
00
1 1
10
4 0
60
230
4 5
50
114
726
73.4
1 1
10
2 8
30
7 7
90
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1.4
819 2
00
1 0
10
3 7
10
229
4 1
50
103
659
73.2
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10
2 1
60
7 0
30
W
530
x138
1.3
617 6
00
861
3 1
40
221
3 6
10
38.7
362
46.9
569
2 5
00
2 6
70
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1.2
115 7
00
761
2 8
00
220
3 2
10
33.8
319
46.4
499
1 8
00
2 3
10
x109
1.0
713 9
00
667
2 4
80
219
2 8
30
29.5
280
46.1
437
1 2
60
2 0
00
x101
0.9
95
12 9
00
617
2 3
00
219
2 6
20
26.9
256
45.6
400
1 0
20
1 8
20
x92
0.9
07
11 8
00
552
2 0
70
217
2 3
60
23.8
228
44.9
355
762
1 5
90
x82
0.8
06
10 5
00
477
1 8
10
213
2 0
60
20.3
194
44.0
303
518
1 3
40
x72
0.7
02
9 1
20
400
1 5
20
209
1 7
50
16.2
156
42.1
244
334
1 0
60
W
530
x85
0.8
31
10 8
00
485
1 8
10
212
2 1
00
12.6
152
34.2
242
737
849
x74
0.7
33
9 5
20
411
1 5
50
208
1 8
10
10.4
125
33.1
200
480
692
x66
0.6
45
8 3
70
351
1 3
40
205
1 5
60
8.5
7
104
32.0
166
320
565
W
460
x260
2.5
533 1
00
1 4
40
5 6
50
208
6 5
30
163
1 1
30
70.1
1 7
40
14 1
00
8 9
50
x235
2.3
029 9
00
1 2
70
5 0
80
206
5 8
40
145
1 0
10
69.5
1 5
50
10 5
00
7 7
90
x213
2.0
927 1
00
1 1
40
4 6
20
205
5 2
70
129
909
69.1
1 4
00
7 9
70
6 8
90
x193
1.9
024 6
00
1 0
20
4 1
90
204
4 7
50
115
816
68.5
1 2
50
6 0
30
6 0
60
x177
1.7
422 6
00
910
3 7
80
201
4 2
80
105
735
68.2
1 1
30
4 4
10
5 4
40
x158
1.5
520 1
00
796
3 3
50
199
3 7
80
91.4
643
67.4
989
3 1
20
4 6
70
x144
1.4
218 4
00
726
3 0
80
199
3 4
50
83.6
591
67.4
906
2 4
40
4 2
30
x128
1.2
616 4
00
637
2 7
30
197
3 0
50
73.3
520
66.9
796
1 7
20
3 6
70
x113
1.1
114 4
00
556
2 4
00
196
2 6
70
63.3
452
66.3
691
1 1
80
3 1
50
W
460
x106
1.0
413 5
00
488
2 0
80
190
2 3
90
25.1
259
43.2
405
1 4
60
1 2
60
x97
0.9
47
12 3
00
445
1 9
10
190
2 1
80
22.8
237
43.1
368
1 1
30
1 1
40
x89
0.8
76
11 4
00
410
1 7
70
190
2 0
10
20.9
218
42.9
339
907
1 0
40
x82
0.8
04
10 4
00
370
1 6
10
188
1 8
30
18.6
195
42.2
303
691
918
x74
0.7
28
9 4
50
333
1 4
60
188
1 6
50
16.6
175
41.9
271
517
813
x67†
0.6
59
8 5
60
295
1 3
00
186
1 4
70
14.5
153
41.2
238
372
708
x61†
0.5
88
7 6
40
254
1 1
30
182
1 2
90
12.2
129
39.9
2
00
256
587
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
† C
he
ck a
va
ilab
ility
6-4
6
Desig
nation
‡
Dead
Load
Are
a
XX
Y Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W6
10
- W
46
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
kk
1d-2
t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
92
92.7
6
03
179
15.0
10.9
84
530
37
25
573
1.9
0
1.7
2
W
24x62
82
82.3
5
99
178
12.8
10.0
84
530
34
25
573
1.8
9
1.7
1
W
24x55
300
299.5
5
85
319
41.4
23.1
148
459
63
32
502
2.4
0
2.0
8
W
21x201
272
271.9
5
77
318
37.6
21.1
148
458
59
31
502
2.3
8
2.0
7
W
21x182
248
246.6
5
71
315
34.5
19.0
148
458
56
30
502
2.3
6
2.0
5
W
21x166
219
218.9
5
60
318
29.2
18.3
150
458
51
29
502
2.3
6
2.0
4
W
21x147
196
196.5
5
54
316
26.3
16.5
150
458
48
29
501
2.3
4
2.0
2
W
21x132
182
181.7
5
51
315
24.4
15.2
150
459
46
28
502
2.3
3
2.0
2
W
21x122
165
165.3
5
46
313
22.2
14.0
150
458
44
27
502
2.3
2
2.0
0
W
21x111
150
150.6
5
43
312
20.3
12.7
150
459
42
27
502
2.3
1
2.0
0
W
21x101
138
138.3
5
49
214
23.6
14.7
100
468
40
23
502
1.9
2
1.7
1
W
21x93
123
123.2
5
44
212
21.2
13.1
99
468
38
22
502
1.9
1
1.7
0
W
21x83
109
109.0
5
39
211
18.8
11.6
100
468
36
21
501
1.9
0
1.6
9
W
21x73
101
101.4
5
37
210
17.4
10.9
100
469
34
21
502
1.8
9
1.6
8
W
21x68
92
92.5
5
33
209
15.6
10.2
99
468
32
20
502
1.8
8
1.6
7
W
21x62
82
82.1
5
28
209
13.3
9.5
100
468
30
20
501
1.8
7
1.6
6
W
21x55
72
71.6
5
24
207
10.9
8.9
99
469
28
20
502
1.8
6
1.6
5
W
21x48
85
84.7
5
35
166
16.5
10.3
78
469
33
20
502
1.7
1
1.5
5
W
21x57
74
74.7
5
29
166
13.6
9.7
78
468
30
20
502
1.7
0
1.5
4
W
21x50
66
65.7
5
25
165
11.4
8.9
78
469
28
20
502
1.6
9
1.5
3
W
21x44
260
260.0
5
09
289
40.4
22.6
133
385
62
32
428
2.1
3
1.8
4
W
18x175
235
234.8
5
01
287
36.6
20.6
133
384
58
31
428
2.1
1
1.8
2
W
18x158
213
212.8
4
95
285
33.5
18.5
133
384
55
30
428
2.0
9
1.8
1
W
18x143
193
193.3
4
89
283
30.5
17.0
133
384
52
29
428
2.0
8
1.7
9
W
18x130
177
177.3
4
82
286
26.9
16.6
135
385
49
29
428
2.0
7
1.7
9
W
18x119
158
157.7
4
76
284
23.9
15.0
135
385
46
28
428
2.0
6
1.7
7
W
18x106
144
144.6
4
72
283
22.1
13.6
135
384
44
27
428
2.0
5
1.7
7
W
18x97
128
128.4
4
67
282
19.6
12.2
135
384
41
26
428
2.0
4
1.7
6
W
18x86
113
113.1
4
63
280
17.3
10.8
135
385
39
26
428
2.0
2
1.7
4
W
18x76
106
105.8
4
69
194
20.6
12.6
91
394
37
22
428
1.6
9
1.4
9
W
18x71
97
96.6
4
66
193
19.0
11.4
91
395
36
21
428
1.6
8
1.4
9
W
18x65
89
89.3
4
63
192
17.7
10.5
91
394
34
20
428
1.6
7
1.4
8
W
18x60
82
81.9
4
60
191
16.0
9.9
91
395
33
20
428
1.6
6
1.4
7
W
18x55
74
74.2
4
57
190
14.5
9.0
91
395
31
20
428
1.6
6
1.4
7
W
18x50
67
67.2
4
54
190
12.7
8.5
91
395
29
19
429
1.6
5
1.4
6
W
18x45
61
60.0
4
50
189
10.8
8.1
90
395
28
19
428
1.6
4
1.4
5
W
18x41 6-4
7
Nom
inal
Mass
Theo-
retical
Mass
Depth
.....
......
d
Fla
nge
Wid
th
.....
b
Fla
nge
Thic
k-
ness
t
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Imperial
Desig
nation
Tota
l
Min
us T
op
of
Top F
lange
t
w a
kk
k1 b
Td C
ISC
Ha
nd
bo
ok o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W4
60
- W
36
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9 m
m6
W
460
x68
0.6
72
8 7
30
297
1 2
90
184
1 4
90
9.4
1
122
32.8
192
509
463
x60
0.5
84
7 5
90
255
1 1
20
183
1 2
80
7.9
6
104
32.4
163
335
388
x52
0.5
10
6 6
30
212
943
179
1 0
90
6.3
4
83.4
30.9
131
210
306
W
410
x149
1.4
819 2
00
625
2 9
00
180
3 2
80
77.7
586
63.6
902
3 4
20
3 2
00
x132
1.3
117 0
00
545
2 5
60
179
2 8
90
67.4
513
62.9
788
2 4
10
2 7
30
x114
1.1
414 8
00
468
2 2
30
178
2 4
90
57.3
439
62.3
673
1 6
10
2 3
00
x100
0.9
92
12 9
00
404
1 9
50
177
2 1
60
49.6
381
62.0
583
1 0
90
1 9
60
W
410
x85
0.8
34
10 8
00
315
1 5
10
171
1 7
30
18.0
199
40.8
310
926
717
x74
0.7
35
9 5
50
275
1 3
30
170
1 5
10
15.6
173
40.4
269
637
614
x67
0.6
62
8 6
00
246
1 2
00
169
1 3
60
13.8
154
40.0
239
469
540
x60
0.5
84
7 5
80
216
1 0
60
169
1 1
90
12.0
135
39.9
209
328
468
x54
0.5
24
6 8
10
186
924
165
1 0
50
10.1
114
38.5
177
226
388
W
410
x46
0.4
54
5 8
90
156
773
163
885
5.1
4
73.4
29.5
115
192
197
x39
0.3
85
4 9
90
127
634
159
730
4.0
4
57.7
28.4
90.6
111
154
W
360
x1086
10.7
139 0
00
5 9
60
20 9
00
207
27 2
00
1 9
60
8 6
50
119
13 4
00
605 0
00
96 7
00
x990
9.7
2126 0
00
5 1
90
18 9
00
203
24 3
00
1 7
30
7 7
40
117
12 0
00
469 0
00
82 0
00
x900
8.8
5115 0
00
4 5
00
17 0
00
198
21 6
00
1 5
30
6 9
40
116
10 7
00
364 0
00
69 2
00
x818
8.0
3104 0
00
3 9
20
15 3
00
194
19 3
00
1 3
60
6 2
00
114
9 5
60
279 0
00
58 9
00
x744
7.3
094 8
00
3 4
20
13 7
00
190
17 2
00
1 2
00
5 5
50
112
8 5
50
214 0
00
50 2
00
x677
6.6
586 3
00
2 9
90
12 4
00
186
15 3
00
1 0
70
4 9
90
111
7 6
80
165 0
00
43 1
00
W
360
x634
6.2
280 8
00
2 7
40
11 6
00
184
14 2
00
983
4 6
30
110
7 1
20
138 0
00
38 7
00
x592
5.8
175 5
00
2 5
00
10 8
00
182
13 1
00
902
4 2
80
109
6 5
70
114 0
00
34 8
00
x551
5.4
070 1
00
2 2
60
9 9
40
180
12 1
00
825
3 9
50
108
6 0
50
92 5
00
31 0
00
x509
5.0
064 9
00
2 0
50
9 1
70
178
11 0
00
754
3 6
30
108
5 5
50
74 0
00
27 7
00
x463
4.5
459 0
00
1 8
00
8 2
80
175
9 8
80
670
3 2
50
107
4 9
80
56 5
00
23 9
00
x421
4.1
453 7
00
1 6
00
7 5
10
172
8 8
80
601
2 9
40
106
4 4
90
43 4
00
20 8
00
x382
3.7
548 7
00
1 4
10
6 7
90
170
7 9
70
536
2 6
40
105
4 0
30
32 9
00
18 2
00
x347
3.4
044 2
00
1 2
50
6 1
40
168
7 1
40
481
2 3
80
104
3 6
30
24 8
00
15 9
00
x314
3.0
739 9
00
1 1
00
5 5
30
166
6 3
70
426
2 1
20
103
3 2
40
18 5
00
13 8
00
x287
2.8
236 6
00
997
5 0
70
165
5 8
10
388
1 9
40
103
2 9
60
14 5
00
12 3
00
x262
2.5
833 5
00
894
4 6
20
163
5 2
60
350
1 7
60
102
2 6
80
11 1
00
11 0
00
x237
2.3
230 1
00
788
4 1
50
162
4 6
90
310
1 5
70
102
2 3
90
8 1
90
9 5
00
x216
2.1
227 6
00
712
3 7
90
161
4 2
60
283
1 4
30
101
2 1
80
6 3
30
8 5
20
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
6-4
8
Desig
nation
‡
Dead
Load
Are
a
Wh
en
su
bje
ct
to t
en
sio
n,
bo
lte
d c
on
ne
ctio
ns
are
pre
ferr
ed
fo
r th
ese
se
ctio
ns.
XX
Y Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W4
60
- W
36
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
kk
1d-2
t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
68
68.5
4
59
154
15.4
9.1
72
395
32
20
428
1.5
2
1.3
6
W
18x46
60
59.6
4
55
153
13.3
8.0
73
395
30
19
428
1.5
1
1.3
5
W
18x40
52
52.0
4
50
152
10.8
7.6
72
395
28
19
428
1.4
9
1.3
4
W
18x35
149
150.8
4
31
265
25.0
14.9
125
337
47
28
381
1.8
9
1.6
3
W
16x100
132
133.6
4
25
263
22.2
13.3
125
337
44
27
381
1.8
8
1.6
1
W
16x89
114
116.0
4
20
261
19.3
11.6
125
338
41
26
381
1.8
6
1.6
0
W
16x77
100
101.1
4
15
260
16.9
10.0
125
338
39
25
381
1.8
5
1.5
9
W
16x67
85
85.0
4
17
181
18.2
10.9
85
347
35
21
381
1.5
4
1.3
6
W
16x57
74
74.9
4
13
180
16.0
9.7
85
348
33
20
381
1.5
3
1.3
5
W
16x50
67
67.5
4
10
179
14.4
8.8
85
348
31
20
381
1.5
2
1.3
4
W
16x45
60
59.5
4
07
178
12.8
7.7
85
348
30
19
381
1.5
1
1.3
3
W
16x40
54
53.4
4
03
177
10.9
7.5
85
348
28
19
381
1.5
0
1.3
2
W
16x36
46
46.2
4
03
140
11.2
7.0
67
347
28
19
381
1.3
5
1.2
1
W
16x31
39
39.2
3
99
140
8.8
6.4
67
348
26
18
381
1.3
5
1.2
1
W
16x26
1 0
86
1 0
87.9
5
69
454
125.0
78.0
188
256
157
69
319
2.8
0
2.3
4
W
14x730
990
991.0
5
50
448
115.0
71.9
188
257
147
66
320
2.7
5
2.3
0
W
14x665
900
902.2
5
31
442
106.0
65.9
188
256
138
63
319
2.7
0
2.2
6
W
14x605
818
819.0
5
14
437
97.0
60.5
188
257
129
60
320
2.6
6
2.2
2
W
14x550
744
744.3
4
98
432
88.9
55.6
188
257
120
58
320
2.6
1
2.1
8
W
14x500
677
677.8
4
83
428
81.5
51.2
188
257
113
56
320
2.5
8
2.1
5
W
14x455
634
634.3
4
74
424
77.1
47.6
188
257
109
54
320
2.5
5
2.1
2
W
14x426
592
592.6
4
65
421
72.3
45.0
188
257
104
53
320
2.5
2
2.1
0
W
14x398
551
550.6
4
55
418
67.6
42.0
188
257
99
51
320
2.5
0
2.0
8
W
14x370
509
509.5
4
46
416
62.7
39.1
188
258
94
50
321
2.4
8
2.0
6
W
14x342
463
462.8
4
35
412
57.4
35.8
188
257
89
48
320
2.4
5
2.0
3
W
14x311
421
421.7
4
25
409
52.6
32.8
188
257
84
46
320
2.4
2
2.0
1
W
14x283
382
382.4
4
16
406
48.0
29.8
188
257
80
45
320
2.4
0
1.9
9
W
14x257
347
347.0
4
07
404
43.7
27.2
188
257
75
44
320
2.3
8
1.9
7
W
14x233
314
313.4
3
99
401
39.6
24.9
188
257
71
42
320
2.3
5
1.9
5
W
14x211
287
287.6
3
93
399
36.6
22.6
188
257
68
41
320
2.3
4
1.9
4
W
14x193
262
262.7
3
87
398
33.3
21.1
188
257
65
41
320
2.3
2
1.9
3
W
14x176
237
236.3
3
80
395
30.2
18.9
188
257
62
39
320
2.3
0
1.9
1
W
14x159
216
216.3
3
75
394
27.7
17.3
188
257
59
39
320
2.2
9
1.9
0
W
14x145
6-4
9
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Imperial
Desig
nation
Tota
l
Min
us T
op
of
Top F
lange
Theo-
retical
Mass
Depth
.....
......
d
Fla
nge
Wid
th
.....
b
Fla
nge
Thic
k-
ness
t
Nom
inal
Mass
t
w a
kk
k1 b
Td C
ISC
Ha
nd
bo
ok o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W3
60
- W
31
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9 m
m6
W
360
x196
1.9
325 0
00
636
3 4
20
159
3 8
40
229
1 2
20
95.5
1 8
60
5 1
40
6 8
30
x179
1.7
622 8
00
575
3 1
20
159
3 4
80
207
1 1
10
95.2
1 6
80
3 9
10
6 1
20
x162
1.5
920 6
00
516
2 8
30
158
3 1
40
186
1 0
00
94.8
1 5
20
2 9
40
5 4
30
x147
1.4
518 8
00
463
2 5
70
157
2 8
40
167
904
94.3
1 3
70
2 2
30
4 8
40
x134
1.3
117 1
00
415
2 3
30
156
2 5
60
151
817
94.0
1 2
40
1 6
80
4 3
10
W
360
x122
1.1
915 5
00
365
2 0
10
154
2 2
70
61.5
478
63.0
732
2 1
10
1 7
90
x110
1.0
814 0
00
331
1 8
40
154
2 0
60
55.7
435
63.0
664
1 6
00
1 6
10
x101
0.9
93
12 9
00
301
1 6
90
153
1 8
80
50.6
397
62.7
605
1 2
50
1 4
50
x91
0.8
91
11 6
00
267
1 5
10
152
1 6
80
44.8
353
62.3
538
914
1 2
70
W
360
x79
0.7
77
10 1
00
226
1 2
80
150
1 4
30
24.2
236
48.9
362
811
687
x72
0.7
01
9 1
00
201
1 1
50
149
1 2
80
21.4
210
48.5
322
601
600
x64
0.6
27
8 1
40
178
1 0
30
148
1 1
40
18.8
186
48.1
284
436
524
W
360
x57
0.5
56
7 2
20
161
897
149
1 0
10
11.1
129
39.3
200
334
331
x51
0.4
96
6 4
50
141
796
148
894
9.6
8
113
38.8
174
238
285
x45
0.4
42
5 7
30
122
691
146
779
8.1
8
95.7
37.8
148
160
239
W
360
x39
0.3
84
4 9
80
102
580
143
662
3.7
5
58.6
27.4
91.7
1
51
110
x33
0.3
21
4 1
70
82.7
4
74
141
542
2.9
1
45.8
26.4
71.8
85.9
84.3
W
310
x500
4.9
163 8
00
1 6
90
7 9
10
163
9 8
80
494
2 9
10
88.0
4 4
90
101 0
00
15 3
00
x454
4.4
557 8
00
1 4
80
7 1
30
160
8 8
20
436
2 6
00
86.8
4 0
00
77 2
00
13 1
00
x415
4.0
752 9
00
1 3
00
6 4
50
157
7 9
00
391
2 3
40
86.0
3 6
10
59 5
00
11 3
00
x375
3.6
847 7
00
1 1
30
5 7
70
154
7 0
00
344
2 0
80
84.8
3 2
10
44 9
00
9 5
70
x342
3.3
743 7
00
1 0
10
5 2
60
152
6 3
30
310
1 8
90
84.2
2 9
10
34 9
00
8 4
20
x313
3.0
739 9
00
896
4 7
90
150
5 7
20
277
1 7
00
83.3
2 6
20
27 0
00
7 3
50
W
310
x283
2.7
836 0
00
787
4 3
10
148
5 1
00
246
1 5
30
82.6
2 3
40
20 4
00
6 3
30
x253
2.4
832 2
00
682
3 8
30
146
4 4
90
215
1 3
50
81.6
2 0
60
14 8
00
5 3
70
x226
2.2
228 9
00
596
3 4
20
144
3 9
80
189
1 1
90
81.0
1 8
30
10 8
00
4 6
20
x202
1.9
925 8
00
520
3 0
50
142
3 5
10
166
1 0
50
80.2
1 6
10
7 7
40
3 9
60
x179
1.7
522 8
00
445
2 6
80
140
3 0
50
144
919
79.5
1 4
00
5 3
80
3 3
40
x158
1.5
420 1
00
386
2 3
60
139
2 6
70
125
805
78.9
1 2
20
3 7
80
2 8
40
x143
1.4
018 2
00
348
2 1
50
138
2 4
20
113
729
78.6
1 1
10
2 8
70
2 5
40
x129
1.2
716 5
00
308
1 9
40
137
2 1
60
100
652
78.0
991
2 1
30
2 2
20
x118
1.1
515 0
00
275
1 7
50
136
1 9
50
90.2
588
77.6
893
1 6
00
1 9
70
x107
1.0
513 6
00
248
1 5
90
135
1 7
70
81.2
531
77.2
806
1 2
20
1 7
60
x97
0.9
50
12 3
00
222
1 4
40
134
1 5
90
72.9
478
76.9
7
25
912
1 5
60
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
6-5
0
Desig
nation
‡
Dead
Load
Are
a
XX
Y Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W3
60
- W
31
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
kk
1d-2
t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
196
196.5
3
72
374
26.2
16.4
179
257
58
38
320
2.2
1
1.8
3
W
14x132
179
179.2
3
68
373
23.9
15.0
179
257
55
38
320
2.2
0
1.8
3
W
14x120
162
162.0
3
64
371
21.8
13.3
179
257
53
37
320
2.1
9
1.8
1
W
14x109
147
147.5
3
60
370
19.8
12.3
179
257
51
36
320
2.1
8
1.8
1
W
14x99
134
134.0
3
56
369
18.0
11.2
179
257
50
36
320
2.1
7
1.8
0
W
14x90
122
121.7
3
63
257
21.7
13.0
122
276
44
27
320
1.7
3
1.4
7
W
14x82
110
110.2
3
60
256
19.9
11.4
122
277
42
26
320
1.7
2
1.4
7
W
14x74
101
101.2
3
57
255
18.3
10.5
122
277
40
26
320
1.7
1
1.4
6
W
14x68
91
90.8
3
53
254
16.4
9.5
122
277
38
25
320
1.7
0
1.4
5
W
14x61
79
79.2
3
54
205
16.8
9.4
98
277
39
25
320
1.5
1
1.3
0
W
14x53
72
71.5
3
50
204
15.1
8.6
98
276
37
25
320
1.5
0
1.2
9
W
14x48
64
63.9
3
47
203
13.5
7.7
98
276
35
24
320
1.4
9
1.2
9
W
14x43
57
56.7
3
58
172
13.1
7.9
82
298
30
19
332
1.3
9
1.2
2
W
14x38
51
50.6
3
55
171
11.6
7.2
82
298
28
19
332
1.3
8
1.2
1
W
14x34
45
45.0
3
52
171
9.8
6.9
82
299
27
19
332
1.3
7
1.2
0
W
14x30
39
39.1
3
53
128
10.7
6.5
61
298
27
18
332
1.2
1
1.0
8
W
14x26
33
32.8
3
49
127
8.5
5.8
61
299
25
18
332
1.1
9
1.0
7
W
14x22
500
500.4
4
27
340
75.1
45.1
147
233
97
43
277
2.1
2
1.7
8
W
12x336
454
454.0
4
15
336
68.7
41.3
147
234
91
41
278
2.0
9
1.7
6
W
12x305
415
415.1
4
03
334
62.7
38.9
148
234
85
40
278
2.0
6
1.7
3
W
12x279
375
374.8
3
91
330
57.2
35.4
147
233
79
38
277
2.0
3
1.7
0
W
12x252
342
343.3
3
82
328
52.6
32.6
148
233
74
37
277
2.0
1
1.6
8
W
12x230
313
313.3
3
74
325
48.3
30.0
148
234
70
35
277
1.9
9
1.6
6
W
12x210
283
283.0
3
65
322
44.1
26.9
148
233
66
34
277
1.9
6
1.6
4
W
12x190
253
252.9
3
56
319
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147
233
61
33
277
1.9
4
1.6
2
W
12x170
226
226.8
3
48
317
35.6
22.1
147
233
57
31
277
1.9
2
1.6
0
W
12x152
202
202.6
3
41
315
31.8
20.1
147
234
54
30
277
1.9
0
1.5
9
W
12x136
179
178.8
3
33
313
28.1
18.0
148
233
50
29
277
1.8
8
1.5
7
W
12x120
158
157.4
3
27
310
25.1
15.5
147
233
47
28
277
1.8
6
1.5
5
W
12x106
143
143.1
3
23
309
22.9
14.0
148
234
45
27
277
1.8
5
1.5
5
W
12x96
129
129.6
3
18
308
20.6
13.1
147
233
42
27
277
1.8
4
1.5
3
W
12x87
118
117.5
3
14
307
18.7
11.9
148
233
41
26
277
1.8
3
1.5
3
W
12x79
107
106.9
3
11
306
17.0
10.9
148
233
39
26
277
1.8
2
1.5
2
W
12x72
97
96.8
3
08
305
15.4
9.9
148
234
37
25
277
1.8
2
1.5
1
W
12x65 6-5
1
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Imperial
Desig
nation
Tota
l
Min
us T
op
of
Top F
lange
Theo-
retical
Mass
Depth
.....
......
d
Fla
nge
Wid
th
.....
b
Fla
nge
Thic
k-
ness
t
Nom
inal
Mass
t
w a
kk
k1 b
Td C
ISC
Ha
nd
bo
ok o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W3
10
- W
25
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9 m
m6
W
310
x86
0.8
47
11 0
00
199
1 2
80
134
1 4
20
44.5
351
63.6
533
877
961
x79
0.7
74
10 1
00
177
1 1
60
133
1 2
80
39.9
314
63.0
478
657
847
W
310
x74
0.7
26
9 4
30
164
1 0
60
132
1 1
80
23.4
229
49.9
350
718
505
x67
0.6
51
8 4
50
144
942
131
1 0
50
20.7
203
49.5
310
522
439
x60
0.5
80
7 5
30
128
842
130
933
18.3
180
49.3
275
378
384
W
310
x52
0.5
14
6 6
70
119
750
134
841
10.3
123
39.2
189
308
238
x45
0.4
38
5 6
90
99.2
6
34
132
708
8.5
5
103
38.8
158
191
195
x39
0.3
80
4 9
40
85.1
5
49
131
610
7.2
7
88.1
38.4
135
126
164
x31†
0.3
03
3 9
30
65.4
4
28
129
476
5.4
4
66.4
37.2
102
61.3
121
W
310
x33
0.3
22
4 1
80
65.0
4
15
125
480
1.9
2
37.6
21.4
59.6
1
22
43.8
x28
0.2
78
3 6
10
54.3
3
51
123
407
1.5
8
31.0
20.9
49.2
75.7
35.6
x24
0.2
34
3 0
40
42.7
2
80
119
328
1.1
6
22.9
19.5
36.7
42.5
25.7
x21
0.2
07
2 6
90
37.0
2
44
117
287
0.9
83
19.5
19.1
31.2
29.4
21.7
W
250
x167
1.6
421 3
00
300
2 0
80
119
2 4
30
98.8
746
68.1
1 1
40
6 3
10
1 6
30
x149
1.4
619 0
00
259
1 8
40
117
2 1
30
86.2
656
67.4
1 0
00
4 5
10
1 3
90
x131
1.2
916 7
00
221
1 6
10
115
1 8
50
74.5
571
66.8
870
3 1
20
1 1
60
x115
1.1
314 6
00
189
1 4
10
114
1 6
00
64.1
495
66.2
753
2 1
30
976
x101
0.9
92
12 9
00
164
1 2
40
113
1 4
00
55.5
432
65.6
656
1 4
90
829
x89
0.8
79
11 4
00
143
1 1
00
112
1 2
30
48.4
378
65.1
574
1 0
40
713
x80
0.7
86
10 2
00
126
982
111
1 0
90
43.1
338
65.0
513
757
623
x73
0.7
15
9 2
80
113
891
110
985
38.8
306
64.6
463
575
553
W
250
x67
0.6
59
8 5
50
104
806
110
901
22.2
218
51.0
332
625
324
x58
0.5
71
7 4
20
87.3
6
93
108
770
18.8
186
50.4
283
409
268
x49
0.4
81
6 2
50
70.6
5
72
106
633
15.1
150
49.2
228
241
211
W
250
x45
0.4
41
5 7
20
71.1
5
34
111
602
7.0
3
95.1
35.1
146
261
113
x39
0.3
79
4 9
20
60.1
4
59
110
513
5.9
4
80.8
34.7
124
169
93.4
x33
0.3
21
4 1
70
48.9
3
79
108
424
4.7
3
64.7
33.7
99.5
98.5
73.2
x24†
0.2
39
3 1
10
34.7
2
74
106
307
3.2
6
44.9
32.4
69.0
39.7
49.5
W
250
x28
0.2
79
3 6
30
40.0
3
07
105
353
1.7
8
34.8
22.1
54.7
96.7
27.7
x25
0.2
49
3 2
30
34.2
2
66
103
307
1.4
9
29.2
21.5
46.2
65.2
23.0
x22
0.2
20
2 8
50
28.9
2
27
101
263
1.2
3
24.0
20.7
38.1
43.4
18.7
x18
0.1
75
2 2
70
22.4
1
79
99.3
2
07
0.9
13
18.1
20.0
28.6
22.4
13.8
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
† C
he
ck a
va
ilab
ility
6-5
2
Desig
nation
‡
Dead
Load
Are
a
XX
Y Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W3
10
- W
25
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
kk
1d-2
t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
86
86.4
3
10
254
16.3
9.1
122
238
36
23
277
1.6
2
1.3
6
W
12x58
79
78.9
3
06
254
14.6
8.8
123
238
34
22
277
1.6
1
1.3
6
W
12x53
74
74.0
3
10
205
16.3
9.4
98
238
36
23
277
1.4
2
1.2
2
W
12x50
67
66.3
3
06
204
14.6
8.5
98
238
34
22
277
1.4
1
1.2
1
W
12x45
60
59.1
3
03
203
13.1
7.5
98
238
33
22
277
1.4
0
1.2
0
W
12x40
52
52.4
3
18
167
13.2
7.6
80
258
30
19
292
1.2
9
1.1
2
W
12x35
45
44.6
3
13
166
11.2
6.6
80
257
28
19
291
1.2
8
1.1
1
W
12x30
39
38.7
3
10
165
9.7
5.8
80
257
26
18
291
1.2
7
1.1
0
W
12x26
31
30.9
3
06
164
7.4
5.0
80
258
24
18
291
1.2
6
1.0
9
W
12x21
33
32.8
3
13
102
10.8
6.6
48
266
23
14
291
1.0
2
0.9
19
W
12x22
28
28.4
3
09
102
8.9
6.0
48
266
22
14
291
1.0
1
0.9
12
W
12x19
24
23.8
3
05
101
6.7
5.6
48
266
19
14
292
1.0
0
0.9
02
W
12x16
21
21.1
3
03
101
5.7
5.1
48
266
18
14
292
1.0
0
0.8
99
W
12x14
167
167.4
2
89
265
31.8
19.2
123
192
49
25
225
1.6
0
1.3
3
W
10x112
149
148.9
2
82
263
28.4
17.3
123
192
45
24
225
1.5
8
1.3
2
W
10x100
131
131.1
2
75
261
25.1
15.4
123
191
42
23
225
1.5
6
1.3
0
W
10x88
115
114.8
2
69
259
22.1
13.5
123
191
39
22
225
1.5
5
1.2
9
W
10x77
101
101.2
2
64
257
19.6
11.9
123
191
36
21
225
1.5
3
1.2
8
W
10x68
89
89.6
2
60
256
17.3
10.7
123
192
34
21
225
1.5
2
1.2
7
W
10x60
80
80.1
2
56
255
15.6
9.4
123
191
32
20
225
1.5
1
1.2
6
W
10x54
73
72.9
2
53
254
14.2
8.6
123
191
31
20
225
1.5
0
1.2
5
W
10x49
67
67.1
2
57
204
15.7
8.9
98
192
32
20
226
1.3
1
1.1
1
W
10x45
58
58.2
2
52
203
13.5
8.0
98
192
30
19
225
1.3
0
1.1
0
W
10x39
49
49.0
2
47
202
11.0
7.4
97
192
28
19
225
1.2
9
1.0
9
W
10x33
45
44.9
2
66
148
13.0
7.6
70
212
27
17
240
1.1
1
0.9
61
W
10x30
39
38.7
2
62
147
11.2
6.6
70
211
25
16
240
1.1
0
0.9
52
W
10x26
33
32.7
2
58
146
9.1
6.1
70
211
23
16
240
1.0
9
0.9
42
W
10x22
24
24.4
2
53
145
6.4
5.0
70
212
21
15
240
1.0
8
0.9
31
W
10x16
28
28.5
2
60
102
10.0
6.4
48
215
23
14
240
0.9
15
0.8
13
W
10x19
25
25.3
2
57
102
8.4
6.1
48
215
21
14
240
0.9
10
0.8
08
W
10x17
22
22.4
2
54
102
6.9
5.8
48
215
20
14
240
0.9
04
0.8
02
W
10x15
18
17.9
2
51
101
5.3
4.8
48
215
18
14
240
0.8
96
0.7
95
W
10x12 6-5
3
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Imperial
Desig
nation
Tota
l
Min
us T
op
of
Top F
lange
Theo-
retical
Mass
Depth
.....
......
d
Fla
nge
Wid
th
.....
b
Fla
nge
Thic
k-
ness
t
Nom
inal
Mass
t
w a
kk
k1 b
Td C
ISC
Ha
nd
bo
ok o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W2
00
- W
10
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9 m
m6
W
200
x100
0.9
76
12 7
00
113
989
94.5
1 1
50
36.6
349
53.8
533
2 0
90
386
x86
0.8
51
11 0
00
94.7
853
92.6
981
31.4
300
53.3
458
1 3
90
318
x71
0.7
01
9 1
00
76.6
709
91.7
803
25.4
246
52.8
375
817
250
x59
0.5
82
7 5
60
61.1
582
89.9
653
20.4
199
52.0
303
463
196
x52
0.5
12
6 6
50
52.7
512
89.0
569
17.8
175
51.8
266
323
167
x46
0.4
51
5 8
60
45.4
448
88.1
495
15.3
151
51.2
229
220
141
W
200
x42
0.4
09
5 3
10
40.9
399
87.7
445
9.0
0
108
41.2
165
222
84.0
x36
0.3
52
4 5
70
34.4
342
86.7
379
7.6
4
92.6
40.9
141
145
69.6
W
200
x31
0.3
08
4 0
00
31.4
299
88.6
335
4.1
0
61.1
32.0
93.8
1
19
40.9
x27
0.2
61
3 3
90
25.8
249
87.3
279
3.3
0
49.6
31.2
76.1
71.3
32.5
x21†
0.2
08
2 7
00
19.8
195
85.5
217
2.5
1
37.8
30.5
58.0
35.6
24.3
W
200
x22
0.2
20
2 8
60
20.0
194
83.6
222
1.4
2
27.8
22.3
43.7
56.6
13.9
x19
0.1
91
2 4
80
16.6
163
81.7
187
1.1
5
22.6
21.6
35.6
36.2
11.1
x15
0.1
47
1 9
00
12.7
127
81.8
145
0.8
69
17.4
21.4
27.1
17.6
8.2
4
W
150
x37
0.3
66
4 7
50
22.3
275
68.5
311
7.0
7
91.8
38.6
140
197
40.0
x30
0.2
93
3 8
10
17.2
219
67.2
245
5.5
6
72.6
38.2
111
103
30.3
x22
0.2
20
2 8
60
12.1
160
65.1
177
3.8
7
50.9
36.8
77.6
43.4
20.4
W
150
x24
0.2
35
3 0
60
13.4
168
66.3
192
1.8
3
35.8
24.4
55.3
93.1
10.2
x18
0.1
76
2 2
90
9.1
7
120
63.3
136
1.2
6
24.7
23.5
38.3
37.4
6.7
0
x14
0.1
33
1 7
30
6.8
7
91.6
63.0
103
0.9
18
18.4
23.0
28.3
17.1
4.7
9
x13
0.1
24
1 6
10
6.1
3
82.8
61.7
93.0
0.8
18
16.4
22.5
25.3
13.6
4.1
9
W
130
x28
0.2
77
3 5
90
11.0
168
55.3
191
3.8
1
59.6
32.6
90.8
1
31
13.8
x24
0.2
33
3 0
20
8.8
4
139
54.1
157
3.1
1
49.0
32.1
74.6
79.1
10.8
W
100
x19
0.1
91
2 4
80
4.7
7
89.9
43.9
103
1.6
1
31.2
25.5
48.0
63.6
3.7
9
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
† C
he
ck a
va
ilab
ility
6-5
4
Desig
nation
‡
Dead
Load
Are
a
XX
Y Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
W S
HA
PE
S
W2
00
- W
10
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
kk
1d-2
t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
100
99.5
2
29
210
23.7
14.5
98
148
40
22
182
1.2
7
1.0
6
W
8x67
86
86.7
2
22
209
20.6
13.0
98
147
37
22
181
1.2
5
1.0
5
W
8x58
71
71.5
2
16
206
17.4
10.2
98
148
34
20
181
1.2
4
1.0
3
W
8x48
59
59.3
2
10
205
14.2
9.1
98
148
31
20
182
1.2
2
1.0
2
W
8x40
52
52.2
2
06
204
12.6
7.9
98
147
29
19
181
1.2
1
1.0
1
W
8x35
46
46.0
2
03
203
11.0
7.2
98
148
28
19
181
1.2
0
1.0
0
W
8x31
42
41.7
2
05
166
11.8
7.2
79
156
24
15
181
1.0
6
0.8
94
W
8x28
36
35.9
2
01
165
10.2
6.2
79
155
23
14
181
1.0
5
0.8
85
W
8x24
31
31.4
2
10
134
10.2
6.4
64
167
22
13
190
0.9
43
0.8
09
W
8x21
27
26.6
2
07
133
8.4
5.8
64
167
20
13
190
0.9
34
0.8
01
W
8x18
21
21.2
2
03
133
6.4
5.0
64
167
18
13
190
0.9
28
0.7
95
W
8x14
22
22.4
2
06
102
8.0
6.2
48
167
20
13
190
0.8
08
0.7
06
W
8x15
19
19.4
2
03
102
6.5
5.8
48
167
18
13
190
0.8
02
0.7
00
W
8x13
15
15.0
2
00
100
5.2
4.3
48
167
17
12
190
0.7
91
0.6
91
W
8x10
37
37.3
1
62
154
11.6
8.1
73
116
23
14
139
0.9
24
0.7
70
W
6x25
30
29.9
1
57
153
9.3
6.6
73
115
21
13
138
0.9
13
0.7
60
W
6x20
22
22.5
1
52
152
6.6
5.8
73
116
18
13
139
0.9
00
0.7
48
W
6x15
24
24.0
1
60
102
10.3
6.6
48
116
22
13
139
0.7
15
0.6
13
W
6x16
18
18.0
1
53
102
7.1
5.8
48
116
19
13
139
0.7
02
0.6
00
W
6x12
14
13.6
1
50
100
5.5
4.3
48
116
17
12
139
0.6
91
0.5
91
W
6x9
13
12.6
1
48
100
4.9
4.3
48
115
16
12
138
0.6
87
0.5
87
W
6x8.5
28
28.2
1
31
128
10.9
6.9
61
91
20
11
109
0.7
60
0.6
32
W
5x19
24
23.7
1
27
127
9.1
6.1
60
91
18
11
109
0.7
50
0.6
23
W
5x16
19
19.4
1
06
103
8.8
7.1
48
69
18
12
88
0.6
10
0.5
07
W
4x13 6
-55
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Imperial
Desig
nation
Tota
l
Min
us T
op
of
Top F
lange
Theo-
retical
Mass
Depth
.....
......
d
Fla
nge
Wid
th
.....
b
Fla
nge
Thic
k-
ness
t
Nom
inal
Mass
t
w a
kk
k1 b
Td CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HP
SH
AP
ES
PR
OP
ER
TIE
S
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9m
m6
H
P3
60
x1
74
1.7
12
2 2
00
5
08
2 8
20
1
52
3 1
80
1
84
9
73
91
.1
1 4
90
3
31
0
5
33
0
x1
52
1.4
91
9 4
00
4
39
2 4
70
1
50
2 7
70
1
59
8
45
90
.5
1 2
90
2
24
0
4
54
0
x1
32
1.3
01
6 8
00
3
75
2 1
40
1
49
2 3
80
1
35
7
24
89
.6
1 1
10
1
49
0
3
80
0
x1
08
1.0
61
3 8
00
3
03
1 7
50
1
48
1 9
40
1
08
5
85
88
.6
89
1
83
2
3
00
0
H
P3
10
x1
25
1.2
21
5 9
00
2
70
1 7
30
1
30
1 9
60
8
8.2
5
66
74
.5
87
0
1 7
60
1 9
10
x1
10
1.0
81
4 1
00
2
37
1 5
40
1
30
1 7
30
7
7.1
4
97
74
.0
76
3
1 2
40
1 6
50
x9
4 0
.91
61
1 9
00
1
96
1 3
00
1
29
1 4
50
6
3.9
4
15
73
.3
63
5
76
4
1
34
0
x7
9 0
.76
89
98
0
16
3
1
09
0
12
8
1
21
0
52
.6
34
4
7
2.6
5
25
4
60
1 0
90
H
P2
50
x8
5 0
.83
71
0 9
00
1
23
96
8
10
6
1
09
0
42
.3
32
5
6
2.3
5
00
8
29
60
6
x6
2 0
.61
47
98
0
87
.5
71
1
10
5
7
92
3
0.0
2
34
61
.3
35
8
33
9
4
15
H
P2
00
x5
4 0
.52
56
82
0
49
.8
48
8
85
.5
55
2
16
.7
16
2
4
9.5
2
49
3
21
15
5
‡N
om
inal d
ep
th in
mill
imetr
es a
nd m
ass in k
ilogra
ms p
er
metr
e
6-5
6
Desig
nation
‡
Dead
Load
Are
a
Axis
X-X
Tors
ional
Consta
nt
Warp
ing
Consta
nt
Axis
Y-Y
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HP
SH
AP
ES
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Depth
F
lange
Wid
th
db
aT
kk
1d
-2t
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
mm
17
4
1
73
.9
36
1
3
78
20
.4
20
.4
17
9
28
8
37
25
32
0
2.1
9
1.8
2
H
P1
4x1
17
15
2
1
52
.2
35
6
3
76
17
.9
17
.9
17
9
28
8
34
24
32
0
2.1
8
1.8
0
H
P1
4x1
02
13
2
1
32
.1
35
1
3
73
15
.6
15
.6
17
9
28
7
32
23
32
0
2.1
6
1.7
9
H
P1
4x8
9
10
8
1
08
.1
34
6
3
70
12
.8
12
.8
17
9
28
8
29
22
32
0
2.1
5
1.7
8
H
P1
4x7
3
12
5
1
24
.7
31
2
3
12
17
.4
17
.4
14
7
24
5
34
24
27
7
1.8
4
1.5
3
H
P1
2x8
4
11
0
1
10
.5
30
8
3
10
15
.5
15
.4
14
7
24
5
32
23
27
7
1.8
3
1.5
2
H
P1
2x7
4
94
93
.4
30
3
3
08
13
.1
13
.1
14
7
24
4
29
22
27
7
1.8
1
1.5
0
H
P1
2x6
3
79
78
.3
29
9
3
06
11
.0
11
.0
14
8
24
5
27
21
27
7
1.8
0
1.4
9
H
P1
2x5
3
85
85
.3
25
4
2
60
14
.4
14
.4
12
3
19
3
31
22
22
5
1.5
2
1.2
6
H
P1
0x5
7
62
62
.6
24
6
2
56
10
.7
10
.5
12
3
19
2
27
20
22
5
1.5
0
1.2
4
H
P1
0x4
2
54
53
.5
20
4
2
07
11
.3
11
.3
98
1
49
2
8
2
1
1
81
1
.21
1
.01
HP
8x3
6 6-5
7
Fla
nge
Thic
k-
ness
t
Theo-
retical
Mass
Min
us T
op
of
Top F
lange
Web
Thic
k-
ness
w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Tota
l
Imperial
Desig
nation
Dis
tances
Nom
inal
Mass
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
M S
HA
PE
S
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9m
m6
M
310
x17.6
0.1
73
2 2
40
30.1
197
116
235
0.4
53
11.6
14.2
18.8
20.8
10.1
x16.1
0.1
59
2 0
60
27.7
182
116
216
0.4
21
10.8
14.3
17.4
16.3
9.3
9
x14.9
0.1
47
1 9
10
25.8
170
116
201
0.4
40
10.6
15.2
16.9
12.1
9.8
5
M
250
x13.4
0.1
32
1 7
10
16.2
127
97.2
151
0.2
74
8.0
5
12.7
13.0
13.1
4.2
4
x11.9
0.1
18
1 5
30
14.4
114
96.9
134
0.2
42
7.1
2
12.6
11.4
9.3
5
3.7
3
x11.2
0.1
10
1 4
30
13.7
108
97.9
127
0.2
31
6.8
0
12.7
10.8
7.7
7
3.6
0
M
200
x9.7
0.0
95 0
1 2
30
7.7
0
75.9
79.0
88.9
0
.157
5.4
0
11.3
8.6
3
7.6
7
1.5
4
x9.2
0.0
90 7
1 1
80
7.3
0
71.9
78.7
84.4
0
.147
5.0
7
11.2
8.1
0
6.4
8
1.4
5
M
150
x6.6
0.0
64 2
8
34
2.9
9
39.3
59.8
45.7
0
.074 7
3.1
8
9.4
75.0
5
4.1
0
0.4
07
x5.5
0.0
54 3
7
06
2.4
8
33.0
59.3
38.3
0
.073 1
2.8
7
10.2
4.5
2
2.2
1
0.3
94
M
130
x28.1
0.2
76
3 5
80
10.0
158
52.9
181
3.2
9
51.8
30.3
82.3
142
11.1
M
100
x8.9
0.0
87 6
1 1
40
2.0
0
41.2
41.9
45.6
0
.624
12.9
23.4
19.5
7.6
3
1.3
5
‡N
om
ina
l d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
No
te:
Th
ese
sh
ap
es a
re n
ot
ava
ilab
le f
rom
Ca
na
dia
n m
ills.
Th
ey h
ave
be
en
so
ft-c
on
ve
rte
d f
rom
Im
pe
ria
l to
SI
dim
en
sio
ns.
6-5
8
Desig
nation
‡
Dead
Load
Are
a
Tors
ional
Consta
nt
Warp
ing
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
M S
HA
PE
S
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
aT
kk
1
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
17.6
17.6
305
78
5.7
4.5
37
277
14
9
0.9
13
0.8
35
M
12x11.8
16.1
16.2
304
78
5.3
4.1
37
276
14
9
0.9
12
0.8
34
M
12x10.8
14.9
15.0
304
83
4.6
3.8
40
280
12
8
0.9
32
0.8
49
M
12x10
13.4
13.4
254
68
5.2
4.0
32
226
14
9
0.7
72
0.7
04
M
10x9
11.9
12.0
253
68
4.6
3.6
32
227
13
9
0.7
71
0.7
03
M
10x8
11.2
11.2
254
68
4.4
3.3
32
232
11
7
0.7
73
0.7
05
M
10x7.5
9.7
9.7
203
58
4.8
3.4
27
175
14
9
0.6
31
0.5
73
M
8x6.5
9.2
9.2
203
58
4.5
3.3
27
183
10
6
0.6
31
0.5
73
M
8x6.2
6.6
6.5
152
47
4.3
2.9
22
134
9
5
0.4
86
0.4
39
M
6x4.4
5.5
5.5
150
51
3.3
2.5
24
134
8
5
0.4
99
0.4
48
M
6x3.7
28.1
28.1
127
127
10.6
8.0
60
83
22
13
0.7
46
0.6
19
M
5x18.9
8.9
8.9
97
97
4.1
3.3
47
71
13
9
0.5
75
0.4
78
M
4x6
6-5
9
Theo-
retical
Mass
Fla
nge
Wid
th
Fla
nge
Thic
k-
ness
Web
Thic
k-
ness
Depth
Nom
inal
Mass
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Tota
lM
inus T
op
of
Top F
lange
Imperial
Desig
nation
db
tw
Dis
tances
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
SU
PE
R-L
IGH
T B
EA
MS
SL
B1
00
- S
LB
55
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9m
m6
S
LB
100
x
5.4
0
.053 5
6
95
1.1
7
23.1
41.1
26.4
0.0
99 1
3.4
6
11.9
5.4
9
2.8
6
0.2
39
x
5.1
0
.050 3
6
53
1.1
7
23.0
42.3
25.9
0.1
04
3.6
4
12.6
5.6
8
2.5
0
0.2
51
x
4.8
0
.047 4
6
15
1.1
1
21.9
42.5
24.5
0.0
98 8
3.4
6
12.7
5.3
7
2.1
2
0.2
39
S
LB
75
x
5.6
0
.054 9
7
13
0.7
57
19.7
32.6
22.1
0.1
31
4.5
9
13.6
7.0
8
4.4
4
0.1
73
x
4.5
0
.044 5
5
77
0.6
14
16.1
32.6
17.9
0.1
07
3.7
3
13.6
5.7
4
2.2
8
0.1
41
x
4.3
0
.042 1
5
47
0.5
81
15.3
32.6
16.9
0.0
99 4
3.4
8
13.5
5.3
6
1.9
2
0.1
32
x
3.8
0
.037 1
4
82
0.4
98
13.1
32.1
14.6
0.0
64 9
2.5
6
11.6
3.9
6
1.5
1
0.0
86 8
S
LB
55
x
6.4
0
.063 0
8
18
0.4
98
17.4
24.7
19.6
0.2
68
7.6
7
18.1
11.7
6.1
2
0.1
84
‡
No
min
al d
ep
th in
mill
ime
tre
s a
nd
ma
ss in
kilo
gra
ms p
er
me
tre
6-6
0
Desig
nation
‡
Dead
Load
Are
a
Tors
ional
Consta
nt
Warp
ing
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
SU
PE
R-L
IGH
T B
EA
MS
SL
B1
00
- S
LB
55
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
aT
kk
1
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
5.4
5.4
5
101.6
57.2
3.2
8
3.1
8
27
81
10
6
0.4
26
0.3
68
SLB
4x3.6
4
5.1
5.1
2
101.6
57.2
3.4
5
2.5
4
27
80
11
6
0.4
27
0.3
70
SLB
4x3.4
5
4.8
4.8
3
101.6
57.2
3.2
8
2.3
4
27
81
10
6
0.4
27
0.3
70
SLB
4x3.2
0
5.6
5.5
9
77.0
57.2
4.3
2
2.7
9
27
52
12
7
0.3
77
0.3
20
SLB
3x3.7
5
4.5
4.5
3
76.2
57.2
3.5
3
2.2
9
27
55
10
5
0.3
77
0.3
19
SLB
3x3.0
5
4.3
4.2
9
76.2
57.2
3.3
0
2.2
1
27
56
10
5
0.3
77
0.3
20
SLB
3x2.9
0
3.8
3.7
8
76.2
50.8
3.0
7
2.2
1
24
57
10
5
0.3
51
0.3
00
SLB
3x2.5
4
6.4
6.4
2
57.2
69.9
4.8
5
2.5
4
34
32
13
6
0.3
89
0.3
19
SLB
2.2
5x4.3
0
6-6
1
Theo-
retical
Mass
Fla
nge
Wid
th
Fla
nge
Thic
k-
ness
Web
Thic
k-
ness
Depth
Nom
inal
Mass
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Tota
lM
inus T
op
of
Top F
lange
Imperial
Desig
nation
db
tw
Dis
tances
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
S S
HA
PE
S
S6
10
- S
20
0
PR
OP
ER
TIE
S
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9m
m6
S
610
x180
1.7
722 9
00
1 3
10
4 2
20
239
5 0
20
33.9
332
38.5
592
5 3
30
2 9
90
x158
1.5
520 1
00
1 2
20
3 9
40
247
4 5
80
31.6
316
39.7
545
4 2
10
2 7
90
S
610
x149
1.4
619 0
00
997
3 2
70
229
3 9
40
19.7
214
32.2
393
3 1
60
1 7
00
x134
1.3
217 1
00
940
3 0
80
234
3 6
60
18.6
205
32.9
367
2 5
30
1 6
00
x119
1.1
715 2
00
880
2 8
90
241
3 3
60
17.5
197
34.0
342
2 0
40
1 5
10
S
510
x143
1.4
018 2
00
700
2 7
10
196
3 2
50
20.7
226
33.7
410
3 5
00
1 2
60
x128
1.2
616 4
00
658
2 5
50
200
3 0
10
19.2
214
34.2
378
2 7
80
1 1
60
S
510
x112
1.0
914 2
00
532
2 0
90
194
2 5
00
12.3
152
29.4
274
1 9
10
731
x98.2
0.9
65
12 5
00
497
1 9
60
199
2 2
90
11.5
145
30.3
253
1 4
90
684
S
460
x104
1.0
313 3
00
387
1 6
90
170
2 0
50
10.1
127
27.5
238
1 7
40
487
x81.4
0.8
00
10 4
00
335
1 4
70
180
1 7
10
8.6
2
113
28.8
199
983
416
S
380
x74
0.7
32
9 5
00
203
1 0
60
146
1 2
70
6.4
9
90.8
26.1
164
884
217
x64
0.6
27
8 1
50
187
980
151
1 1
40
6.0
1
85.9
27.2
149
641
200
S
310
x74
0.7
29
9 4
70
127
833
116
1 0
00
6.4
8
93.3
26.2
169
1 1
60
135
x60.7
0.5
95
7 7
20
113
744
121
868
5.5
6
83.7
26.8
145
722
116
S
310
x52
0.5
13
6 6
60
95.9
6
29
120
737
4.1
0
63.5
24.8
112
452
86.9
x47
0.4
66
6 0
50
91.2
5
98
123
690
3.8
8
61.2
25.3
105
376
82.3
S
250
x52
0.5
13
6 6
60
61.5
4
84
96.1
583
3.5
1
55.8
23.0
103
539
51.2
x38
0.3
71
4 8
10
51.4
4
05
103
465
2.8
0
47.5
24.1
81.3
2
50
40.9
S
200
x34
0.3
36
4 3
70
27.0
2
66
78.6
316
1.7
9
33.8
20.2
60.4
2
29
16.5
x27
0.2
70
3 5
00
24.0
2
37
82.9
272
1.5
6
30.7
21.1
52.4
1
40
14.4
‡
De
sig
na
tio
n c
on
sis
ts o
f n
om
ina
l d
ep
th in
mill
ime
tre
s a
nd
no
min
al m
ass in
kilo
gra
ms p
er
me
tre
.
Fo
r se
ctio
ns f
orm
erly a
va
ilab
le f
rom
Ca
na
dia
n m
ills,
the
no
min
al m
ass h
as b
ee
n r
ou
nd
ed
to
th
e n
ea
rest
kg
/m.
No
te:
Th
ese
sh
ap
es h
ave
be
en
so
ft-c
on
ve
rte
d f
rom
Im
pe
ria
l to
SI
dim
en
sio
ns.
6-6
2
Desig
nation
‡
Dead
Load
Are
a
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
S S
HA
PE
S
S6
10
- S
20
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Depth
Fla
nge
Wid
th
db
aT
k
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
180
180.0
622
204
27.7
20.3
92
522
50
2.0
2
1.8
2
S
24x121
158
157.8
622
200
27.7
15.7
92
522
50
2.0
1
1.8
1
S
24x106
149
148.8
610
184
22.1
18.9
83
522
44
1.9
2
1.7
3
S
24x100
134
134.4
610
181
22.1
15.9
83
522
44
1.9
1
1.7
3
S
24x90
119
119.2
610
178
22.1
12.7
83
522
44
1.9
1
1.7
3
S
24x80
143
143.0
516
183
23.4
20.3
81
426
45
1.7
2
1.5
4
S
20x96
128
128.6
516
179
23.4
16.8
81
426
45
1.7
1
1.5
4
S
20x86
112
111.4
508
162
20.2
16.1
73
426
41
1.6
3
1.4
7
S
20x75
98.2
9
8.4
508
159
20.2
12.8
73
426
41
1.6
3
1.4
7
S
20x66
104
104.7
457
159
17.6
18.1
70
383
37
1.5
1
1.3
5
S
18x70
81.4
8
1.5
457
152
17.6
11.7
70
383
37
1.5
0
1.3
5
S
18x54.7
74
74.6
381
143
15.8
14.0
65
313
34
1.3
1
1.1
6
S
15x50
64
64.0
381
140
15.8
10.4
65
313
34
1.3
0
1.1
6
S
15x42.9
74
74.4
305
139
16.7
17.4
61
235
35
1.1
3
0.9
92
S
12x50
60.7
6
0.6
305
133
16.7
11.7
61
235
35
1.1
2
0.9
86
S
12x40.8
52
52.3
305
129
13.8
10.9
59
245
30
1.1
0
0.9
75
S
12x35
47
47.5
305
127
13.8
8.9
59
245
30
1.1
0
0.9
73
S
12x31.8
52
52.3
254
126
12.5
15.1
55
200
27
0.9
82
0.8
56
S
10x35
38
37.8
254
118
12.5
7.9
55
200
27
0.9
64
0.8
46
S
10x25.4
34
34.3
203
106
10.8
11.2
47
155
24
0.8
08
0.7
02
S
8x23
27
27.5
203
102
10.8
6.9
48
155
24
0.8
00
0.6
98
S
8x18.4 6
-63
Imperial
Desig
nation
Nom
inal
Mass
Theo-
retical
Mass
Mean
Fla
nge
Thic
kness
t
Web
Thic
kness
. w
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Dis
tances
Tota
l
Min
us T
op
of
Top F
lange
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
S S
HA
PE
S
S1
50
- S
75
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
10
9m
m6
S
150
x26
0.2
51
3 2
60
10.9
143
57.8
173
0.9
69
21.3
17.2
38.9
152
4.9
5
x19
0.1
82
2 3
70
9.1
6
121
62.2
138
0.7
65
18.0
18.0
30.6
68.5
3.9
0
S
130
x15
0.1
45
1 8
90
5.1
1
80.5
52.0
92.7
0.5
01
13.2
16.3
22.3
47.0
1.7
6
S
100
x14.1
0.1
39
1 8
10
2.8
5
55.9
39.7
66.6
0.3
72
10.5
14.3
18.4
50.6
0.8
32
x11
0.1
13
1 4
70
2.5
6
50.3
41.8
58.0
0.3
20
9.4
0
14.8
15.9
30.7
0.7
15
S
75
x11
0.1
10
1 4
30
1.2
2
32.0
29.2
38.7
0.2
46
7.6
8
13.1
13.6
38.1
0.2
96
x8
0.0
83
1 0
70
1.0
4
27.4
31.2
31.8
0.1
87
6.3
4
13.2
10.6
18.2
0.2
25
‡
De
sig
na
tio
n c
on
sis
ts o
f n
om
ina
l d
ep
th in
mill
ime
tre
s a
nd
no
min
al m
ass in
kilo
gra
ms p
er
me
tre
.
Fo
r se
ctio
ns f
orm
erly a
va
ilab
le f
rom
Ca
na
dia
n m
ills,
the
no
min
al m
ass h
as b
ee
n r
ou
nd
ed
to
th
e n
ea
rest
kg
/m.
No
te:
Th
ese
sh
ap
es h
ave
be
en
so
ft-c
on
ve
rte
d f
rom
Im
pe
ria
l to
SI
dim
en
sio
ns.
6-6
4
Dead
Load
Are
a
Desig
nation
‡
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
S S
HA
PE
S
S1
50
- S
75
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Depth
Fla
nge
Wid
thD
ista
nces
db
aT
k
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
26
25.6
152
91
9.1
11.8
40
112
20
0.6
44
0.5
53
S
6x17.2
5
19
18.6
152
85
9.1
5.9
40
112
20
0.6
32
0.5
47
S
6x12.5
15
14.8
127
76
8.3
5.4
35
89
19
0.5
47
0.4
71
S
5x10
14.1
1
4.2
102
71
7.4
8.3
31
66
18
0.4
71
0.4
00
S
4x9.5
11
11.5
102
68
7.4
4.9
32
66
18
0.4
66
0.3
98
S
4x7.7
11
11.2
76
64
6.6
8.9
28
44
16
0.3
90
0.3
26
S
3x7.5
8
8.4
76
59
6.6
4.3
27
44
16
0.3
79
0.3
20
S
3x5.7
6-6
5
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Imperial
Desig
nation
Tota
l
Min
us T
op
of
Top F
lange
Nom
inal
Mass
Theo-
retical
Mass
Mean
Fla
nge
Thic
kness
t
Web
Thic
kness
. w
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
AN
DA
RD
CH
AN
NE
LS
(C
SH
AP
ES
)
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
I xS
xr x
I yS
yr y
xx
oJ
Cw
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
6 m
m4
10
3 m
m3
mm
mm
mm
10
3 m
m4
10
9 m
m6
C
380
x74*
0.7
30
9 4
80
168
881
133
4.6
062.4
22.0
20.3
34.9
1 1
00
131
x60*
0.5
83
7 5
70
145
760
138
3.8
455.5
22.5
19.8
39.1
603
109
x50*
0.4
95
6 4
30
131
687
143
3.3
951.4
23.0
20.0
42.6
421
95.2
C
310
x45
0.4
38
5 6
90
6
7.3
442
109
2.1
233.6
19.3
17.0
32.4
360
39.9
x37
0.3
63
4 7
20
5
9.9
393
113
1.8
530.9
19.8
17.1
35.9
222
34.6
x31
0.3
02
3 9
20
5
3.5
351
117
1.5
928.1
20.1
17.6
39.3
152
29.3
C
250
x45
0.4
37
5 6
70
4
2.8
337
86.9
1.6
026.8
16.8
16.3
25.3
508
20.5
x37
0.3
65
4 7
50
3
7.9
299
89.4
1.4
024.3
17.1
15.7
28.1
289
18.2
x30
0.2
91
3 7
80
3
2.7
257
93.0
1.1
621.5
17.5
15.4
31.3
153
15.0
x23
0.2
22
2 8
80
2
7.8
219
98.2
0.9
20
18.8
17.9
15.9
35.7
86.4
11.7
C
230
x30*
0.2
92
3 8
00
2
5.5
222
81.9
1.0
119.3
16.3
14.8
27.7
179
10.5
x22
0.2
19
2 8
40
2
1.3
186
86.6
0.8
05
16.8
16.8
15.0
32.3
86.6
8.3
3
x20
0.1
95
2 5
30
1
9.8
173
88.6
0.7
15
15.6
16.8
15.2
33.7
69.5
7.3
5
C
200
x28
0.2
74
3 5
60
1
8.2
180
71.6
0.8
25
16.6
15.2
14.4
25.2
182
6.6
7
x21
0.2
00
2 6
00
1
4.9
147
75.8
0.6
27
13.9
15.5
14.0
29.1
77.0
5.0
4
x17
0.1
67
2 1
70
1
3.5
133
78.7
0.5
43
12.8
15.8
14.5
32.0
53.8
4.3
4
C
180
x22
0.2
14
2 7
80
1
1.3
127
63.7
0.5
68
12.8
14.3
13.5
24.6
110
3.4
7
x18
0.1
78
2 3
10
1
0.0
113
65.9
0.4
76
11.4
14.3
13.2
26.5
66.8
2.9
0
x15
0.1
42
1 8
50
8
.86
9
9.6
69.3
0.4
04
10.3
14.8
13.8
30.3
41.4
2.4
6
C
150
x19
0.1
88
2 4
50
7
.11
9
3.6
53.9
0.4
25
10.3
13.2
12.9
22.3
98.9
1.8
4
x16
0.1
52
1 9
80
6
.21
8
1.8
56.1
0.3
51
9.1
313.3
12.6
24.6
53.4
1.5
3
x12
0.1
18
1 5
30
5
.36
7
0.5
59.1
0.2
78
7.9
313.5
12.9
27.7
30.6
1.2
1
C
130
x13
0.1
30
1 6
90
3
.66
5
7.6
46.5
0.2
52
7.2
012.2
12.0
22.3
45.0
0.7
46
x10
0.0
97
1 2
60
3
.09
4
8.6
49.5
0.1
95
6.1
412.4
12.3
26.1
22.5
0.5
79
C
100
x11
0.1
06
1 3
70
1
.91
3
7.4
37.3
0.1
74
5.5
211.3
11.5
20.9
34.1
0.3
20
x9
0.0
92
1 1
90
1
.77
3
4.6
38.5
0.1
58
5.1
811.5
11.6
23.0
23.1
0.2
93
x8
0.0
79
1 0
20
1
.61
3
1.6
39.7
0.1
32
4.6
511.4
11.6
24.2
16.6
0.2
46
x7
0.0
69
8
92
1
.53
3
0.0
41.4
0.1
22
4.4
511.7
12.6
27.3
13.3
0.2
33
C
75
x9
0.0
87
1 1
20
0
.847
2
2.3
27.4
0.1
23
4.3
110.5
11.5
19.4
29.7
0.1
18
x7
0.0
72
9
34
0
.749
1
9.7
28.3
0.0
95 9
3.6
710.1
10.9
20.3
17.5
0.0
93 4
x6
0.0
59
7
63
0
.670
1
7.6
29.6
0.0
77 2
3.2
110.1
11.0
22.3
10.9
0.0
76 8
x5
0.0
53
6
93
0
.635
1
6.7
30.3
0.0
68 3
2.9
8 9.9
3 1
1.1
23.1
9.1
90.0
68 9
* N
ot
ava
ilab
le f
rom
Ca
na
dia
n m
ills
6-6
6
Desig
nation
Dead
Load
Are
a
Shear
Centr
e
Warp
ing
Consta
nt
Tors
ional
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
AN
DA
RD
CH
AN
NE
LS
(C
SH
AP
ES
)
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
k
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
74
74.4
381
94
16.5
18.2
76
311
35
1.1
0
1.0
1
C
15x50
60
59.4
381
89
16.5
13.2
76
311
35
1.0
9
1.0
0
C
15x40
50
50.5
381
86
16.5
10.2
76
311
35
1.0
9
1.0
0
C
15x33.9
45
44.7
305
80
12.7
13.0
67
250
27
0.9
04
0.8
24
C
12x30
37
37.0
305
77
12.7
9.8
67
250
27
0.8
98
0.8
21
C
12x25
31
30.7
305
74
12.7
7.2
67
250
27
0.8
92
0.8
18
C
12x20.7
45
44.5
254
76
11.1
17.1
59
205
24
0.7
78
0.7
02
C
10x30
37
37.3
254
73
11.1
13.4
60
205
24
0.7
73
0.7
00
C
10x25
30
29.6
254
69
11.1
9.6
59
205
24
0.7
65
0.6
96
C
10x20
23
22.6
254
65
11.1
6.1
59
205
24
0.7
56
0.6
91
C
10x15.3
30
29.8
229
67
10.5
11.4
56
182
23
0.7
03
0.6
36
C
9x20
22
22.3
229
63
10.5
7.2
56
182
23
0.6
96
0.6
33
C
9x15
20
19.8
229
61
10.5
5.9
55
182
23
0.6
90
0.6
29
C
9x13.4
28
27.9
203
64
9.9
12.4
52
159
22
0.6
37
0.5
73
C
8x18.7
5
21
20.4
203
59
9.9
7.7
51
159
22
0.6
27
0.5
68
C
8x13.7
5
17
17.0
203
57
9.9
5.6
51
159
22
0.6
23
0.5
66
C
8x11.5
22
21.9
178
58
9.3
10.6
47
136
21
0.5
67
0.5
09
C
7x14.7
5
18
18.2
178
55
9.3
8.0
47
136
21
0.5
60
0.5
05
C
7x12.2
5
15
14.5
178
53
9.3
5.3
48
136
21
0.5
57
0.5
04
C
7x9.8
19
19.2
152
54
8.7
11.1
43
113
20
0.4
98
0.4
44
C
6x13
16
15.5
152
51
8.7
8.0
43
113
20
0.4
92
0.4
41
C
6x10.5
12
12.0
152
48
8.7
5.1
43
113
20
0.4
86
0.4
38
C
6x8.2
13
13.3
127
47
8.1
8.3
39
90
18
0.4
25
0.3
78
C
5x9
10
9.9
127
44
8.1
4.8
39
90
19
0.4
20
0.3
76
C
5x6.7
11
10.8
102
43
7.5
8.2
35
67
17
0.3
60
0.3
17
C
4x7.2
5
9
9.4
102
42
7.5
6.3
36
67
17
0.3
59
0.3
17
C
4x6.2
5
8
8.0
102
40
7.5
4.7
35
67
17
0.3
55
0.3
15
C
4x5.4
7
7.0
102
40
7.5
3.2
37
67
17
0.3
58
0.3
18
C
4x4.5
9
8.8
76
40
6.9
9.0
31
43
16
0.2
94
0.2
54
C
3x6
7
7.3
76
37
6.9
6.6
30
43
16
0.2
87
0.2
50
C
3x5
6
6.0
76
35
6.9
4.3
31
43
16
0.2
83
0.2
48
C
3x4.1
5
5.4
76
34
6.9
3.4
31
43
16
0.2
81
0.2
47
C
3x3.5
6-6
7
Theo-
retical
Mass
Fla
nge
Wid
th
Fla
nge
Thic
k-
ness
Web
Thic
k-
ness
Depth
Nom
inal
Mass
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Tota
lM
inus T
op
of
Top F
lange
Imperial
Desig
nation
db
tw
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
MIS
CE
LL
AN
EO
US
CH
AN
NE
LS
MC
46
0 -
MC
20
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
I xS
xr x
I yS
yr y
xx
oJ
Cw
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
6 m
m4
10
3 m
m3
mm
mm
mm
10
3 m
m4
10
9 m
m6
M
C460
x
86
0.8
49
11 0
00
282
1230
160
7.3
6 8
6.4
25.8
21.9
39.6
1 1
70
290
x
77.2
0.7
58
9 8
40
261
1140
163
6.8
1 8
2.8
26.3
21.8
42.1
842
264
x
68.2
0.6
69
8 6
80
241
1050
166
6.1
8 7
7.1
26.7
21.9
45.2
605
243
x
63.5
0.6
24
8 1
00
231
1010
169
5.9
4 7
6.3
27.1
22.2
46.8
513
227
M
C330
x
74
0.7
30
9 4
80
131
792
117
6.8
1 7
8.0
26.8
24.7
45.4
1 2
40
149
x
60
0.5
82
7 5
60
113
685
122
5.6
3 6
9.0
27.3
24.4
50.6
643
123
x
52
0.5
11
6 6
40
105
635
126
5.1
3 6
5.8
27.8
24.9
54.1
472
110
x
47.3
0.4
64
6 0
20
99.3
602
128
4.6
9 6
1.1
27.9
25.4
57.2
393
103
M
C310
x
74
0.7
31
9 5
00
112
738
109
7.2
6 9
2.7
27.7
26.7
45.5
1 3
40
111
x
67
0.6
58
8 5
40
105
689
111
6.5
5 8
6.5
27.7
26.3
47.7
976
101
x
60
0.5
85
7 6
00
97.8
641
113
5.9
2 8
1.4
27.9
26.3
50.5
708
90.9
x
52
0.5
12
6 6
50
90.4
593
117
5.2
7 7
6.1
28.1
26.7
54.0
519
80.7
x
46
0.4
54
5 8
90
84.4
554
120
4.6
9 7
1.6
28.2
27.6
57.2
418
71.5
M
C310
x
15.8
0.1
54
1 9
90
23.0
151
107
0.1
57
5
.04
8.8
8
6.8
1
14.0
24.8
3.1
1
M
C250
x
61.2
0.6
01
7 8
00
65.7
518
91.8
6.5
6 7
9.6
29.0
27.6
49.7
942
72.7
x
50
0.4
91
6 3
70
57.9
456
95.3
5.4
3 7
0.9
29.2
27.5
54.4
500
60.0
x
42.4
0.4
16
5 4
00
52.6
414
98.7
4.6
6 6
4.9
29.4
28.2
58.9
329
51.5
M
C250
x
37
0.3
65
4 7
40
45.8
360
98.2
3.0
2 4
8.9
25.2
24.2
49.9
264
33.1
x
33
0.3
21
4 1
70
42.7
336
101
2.6
7 4
5.2
25.3
25.1
53.4
213
29.6
M
C250
x
12.5
0.1
22
1 5
80
13.3
104
91.6
0.1
36
4
.41
9.2
8
7.2
1
15.6
17.2
1.8
7
M
C230
x
37.8
0.3
72
4 8
30
36.9
322
87.4
3.1
6 4
9.0
25.6
24.6
49.8
289
28.2
x
35.6
0.3
49
4 5
40
35.6
310
88.5
2.9
7 4
6.9
25.6
24.8
51.2
249
26.7
M
C200
x
33.9
0.3
32
4 3
10
26.5
261
78.4
2.8
9 4
5.6
25.9
25.6
52.2
236
20.2
x
31.8
0.3
12
4 0
50
25.6
253
79.5
2.7
4 4
4.3
26.0
26.0
54.0
205
19.2
M
C200
x
29.8
0.2
92
3 7
90
22.7
223
77.3
1.8
4 3
2.9
22.0
21.3
42.7
184
12.9
x
27.8
0.2
73
3 5
50
21.8
215
78.4
1.7
2 3
1.4
22.0
21.4
44.1
159
12.2
‡
De
sig
na
tio
n c
on
sis
ts o
f n
om
ina
l d
ep
th in
mill
ime
tre
s a
nd
no
min
al m
ass in
kilo
gra
ms p
er
me
tre
.
Fo
r se
ctio
ns f
orm
erly a
va
ilab
le f
rom
Ca
na
dia
n m
ills,
the
no
min
al m
ass h
as b
ee
n r
ou
nd
ed
to
th
e n
ea
rest
kg
/m.
No
te:
Th
ese
sh
ap
es h
ave
be
en
so
ft-c
on
ve
rte
d f
rom
Im
pe
ria
l to
SI
dim
en
sio
ns.
6-6
8
Desig
nation
‡
Dead
Load
Are
a
Shear
Centr
e
Warp
ing
Consta
nt
Tors
ional
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
MIS
CE
LL
AN
EO
US
CH
AN
NE
LS
MC
46
0 -
MC
20
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
k
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
8
6
86.5
457
107
15.9
17.8
89
385
36
1.3
1
1.2
0
M
C18x58
7
7.2
77.2
457
104
15.9
15.2
89
385
36
1.3
0
1.2
0
M
C18x51.9
6
8.2
68.2
457
102
15.9
12.7
89
385
36
1.3
0
1.1
9
M
C18x45.8
6
3.5
63.6
457
100
15.9
11.4
89
385
36
1.2
9
1.1
9
M
C18x42.7
7
4
74.5
330
112
15.5
20.0
92
258
36
1.0
7
0.9
56
M
C13x50
6
0
59.3
330
106
15.5
14.2
92
258
36
1.0
6
0.9
50
M
C13x40
5
2
52.1
330
103
15.5
11.4
92
258
36
1.0
5
0.9
46
M
C13x35
4
7.3
47.3
330
102
15.5
9.5
93
258
36
1.0
5
0.9
47
M
C13x31.8
7
4
74.5
305
105
17.8
21.2
84
237
34
0.9
88
0.8
83
M
C12x50
6
7
67.1
305
102
17.8
18.1
84
237
34
0.9
82
0.8
80
M
C12x45
6
0
59.7
305
99
17.8
15.0
84
237
34
0.9
76
0.8
77
M
C12x40
5
2
52.2
305
96
17.8
11.9
84
237
34
0.9
70
0.8
74
M
C12x35
4
6
46.2
305
93
17.8
9.4
84
237
34
0.9
63
0.8
70
M
C12x31
1
5.8
15.7
305
38
7.8
4.8
33
267
19
0.7
52
0.7
14
M
C12x10.6
6
1.2
61.3
254
110
14.6
20.2
90
188
33
0.9
08
0.7
98
M
C10x41.1
5
0
50.0
254
104
14.6
14.6
89
188
33
0.8
95
0.7
91
M
C10x33.6
4
2.4
42.4
254
100
14.6
10.8
89
188
33
0.8
86
0.7
86
M
C10x28.5
3
7
37.2
254
86
14.6
9.7
76
188
33
0.8
33
0.7
47
M
C10x25
3
3
32.7
254
84
14.6
7.4
77
188
33
0.8
29
0.7
45
M
C10x22
1
2.5
12.4
254
38
7.1
4.3
34
218
18
0.6
51
0.6
13
M
C10x8.4
3
7.8
37.9
229
89
14.0
11.4
78
167
31
0.7
91
0.7
02
M
C9x25.4
3
5.6
35.6
229
88
14.0
10.2
78
167
31
0.7
90
0.7
02
M
C9x23.9
3
3.9
33.8
203
89
13.3
10.8
78
143
30
0.7
40
0.6
51
M
C8x22.8
3
1.8
31.8
203
88
13.3
9.5
79
143
30
0.7
39
0.6
51
M
C8x21.4
2
9.8
29.8
203
77
12.7
10.2
67
147
28
0.6
94
0.6
17
M
C8x20
2
7.8
27.9
203
76
12.7
9.0
67
147
28
0.6
92
0.6
16
M
C8x18.7 6-6
9
Theo-
retical
Mass
Fla
nge
Wid
th
Fla
nge
Thic
k-
ness
Web
Thic
k-
ness
Depth
Nom
inal
Mass
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Tota
lM
inus T
op
of
Top F
lange
Imperial
Desig
nation
db
tw
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
MIS
CE
LL
AN
EO
US
CH
AN
NE
LS
MC
20
0 -
MC
15
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
I xS
xr x
I yS
yr y
xx
oJ
Cw
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
6 m
m4
10
3 m
m3
mm
mm
mm
10
3 m
m4
10
9 m
m6
M
C200
x
12.6
0.1
24
1 6
00
9
.66
9
5.2
7
7.6
0.2
60
7
.02
12.7
10.9
2
5.0
24.3
2.2
4
M
C180
x
33.8
0.3
32
4 3
10
1
9.9
223
67.9
3.0
1 4
5.9
26.4
26.4
5
2.3
259
15.9
x
28.4
0.2
79
3 6
20
1
8.0
203
70.6
2.5
0 4
1.2
26.3
27.2
5
6.7
170
13.4
M
C150
x
26.8
0.2
63
3 4
10
1
2.3
162
60.1
2.4
3 4
0.1
26.7
28.4
5
8.1
158
9.2
5
x
22.8
0.2
23
2 9
00
1
0.5
139
60.3
2.0
5 3
3.0
26.6
26.8
5
6.5
92.8
8.0
9
M
C150
x
24.3
0.2
38
3 0
90
1
0.8
142
59.1
1.5
6 2
9.7
22.5
23.5
4
7.1
141
5.9
0
x
22.5
0.2
20
2 8
60
1
0.3
136
60.2
1.4
4 2
8.1
22.4
23.8
4
9.0
119
5.5
2
M
C150
x
17.9
0.1
75
2 2
80
7
.75
102
58.3
0.7
69
17.0
18.4
17.9
3
6.1
64.5
2.9
7
‡
De
sig
na
tio
n c
on
sis
ts o
f n
om
ina
l d
ep
th in
mill
ime
tre
s a
nd
no
min
al m
ass in
kilo
gra
ms p
er
me
tre
.
Fo
r se
ctio
ns f
orm
erly a
va
ilab
le f
rom
Ca
na
dia
n m
ills,
the
no
min
al m
ass h
as b
ee
n r
ou
nd
ed
to
th
e n
ea
rest
kg
/m.
No
te:
Th
ese
sh
ap
es h
ave
be
en
so
ft-c
on
ve
rte
d f
rom
Im
pe
ria
l to
SI
dim
en
sio
ns.
6-7
0
Desig
nation
‡
Dead
Load
Are
a
Shear
Centr
e
Warp
ing
Consta
nt
Tors
ional
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
MIS
CE
LL
AN
EO
US
CH
AN
NE
LS
MC
20
0 -
MC
15
0
DIM
EN
SIO
NS
AN
D S
UR
FA
CE
AR
EA
S
Dis
tances
aT
k
kg/m
kg/m
mm
mm
mm
mm
mm
mm
mm
1
2.6
12.6
203
48
7.9
4.5
44
165
19
0.5
89
0.5
41
M
C8x8.5
3
3.8
33.9
178
92
12.7
12.8
79
122
28
0.6
98
0.6
06
M
C7x22.7
2
8.4
28.4
178
88
12.7
8.9
79
122
28
0.6
90
0.6
02
M
C7x19.1
2
6.8
26.8
152
89
12.1
9.6
79
98
27
0.6
41
0.5
52
M
C6x18
2
2.8
22.8
152
89
9.8
8.6
80
108
22
0.6
43
0.5
54
M
C6x15.3
2
4.3
24.2
152
76
12.1
9.5
67
98
27
0.5
89
0.5
13
M
C6x16.3
2
2.5
22.4
152
75
12.1
8.0
67
98
27
0.5
88
0.5
13
M
C6x15.1
1
7.9
17.9
152
63
9.5
7.9
55
110
21
0.5
40
0.4
77
M
C6x12 6
-71
Theo-
retical
Mass
Fla
nge
Wid
th
Fla
nge
Thic
k-
ness
Web
Thic
k-
ness
Depth
Nom
inal
Mass
Surf
ace A
rea (
m2)
per
metr
e o
f le
ngth
Tota
lM
inus T
op
of
Top F
lange
Imperial
Desig
nation
db
tw
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L2
03
- L
15
2
PR
OP
ER
TIE
S A
BO
UT
GE
OM
ET
RIC
AX
ES
Axis
X-X
Axis
Y-Y
I xS
xr x
yI y
Sy
r yx
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
10
6 m
m4
10
3 m
m3
mm
mm
10
3 m
m4
10
9 m
m6
L
203x203
x
29*
0.8
31
10 8
00
40.7
287
61.4
61.2
40.7
287
61.4
61.2
2 9
40
8
.73
x
25*
0.7
44
9 6
70
36.9
258
61.8
60.1
36.9
258
61.8
60.1
2 0
80
6
.27
x
22*
0.6
56
8 5
20
33.0
229
62.2
58.9
33.0
229
62.2
58.9
1 4
00
4
.30
x
19*
0.5
69
7 3
90
29.0
200
62.6
57.8
29.0
200
62.6
57.8
8
99
2
.80
x
16*
0.4
78
6 2
00
24.7
169
63.1
56.6
24.7
169
63.1
56.6
5
23
1
.66
x
14*
0.4
31
5 6
00
22.5
153
63.3
56.0
22.5
153
63.3
56.0
3
82
1
.22
x
13
0.3
85
4 9
90
20.2
137
63.6
55.5
20.2
137
63.6
55.5
2
69
0
.865
L
203x152
x
25*
0.6
45
8 3
70
33.5
247
63.3
67.4
16.0
145
43.7
41.9
1 8
00
4
.37
x
22*
0.5
69
7 3
90
30.0
219
63.7
66.2
14.4
129
44.1
40.7
1 2
10
3
.00
x
19*
0.4
94
6 4
20
26.4
191
64.1
65.1
12.7
113
44.5
39.6
7
80
1
.96
x
16*
0.4
15
5 3
90
22.5
162
64.6
64.0
10.9
95.9
44.9
38.5
4
54
1
.16
x
14*
0.3
75
4 8
70
20.4
146
64.8
63.4
9.9
4
87.1
45.2
37.9
3
32
0
.857
x
13*
0.3
35
4 3
50
18.4
131
65.0
62.8
8.9
6
78.1
45.4
37.3
2
34
0
.609
L
203x102
x
25*
0.5
47
7 1
00
29.0
230
63.8
77.2
4.9
0
65.1
26.3
26.7
1 5
30
3
.46
x
19*
0.4
21
5 4
60
22.9
178
64.7
74.8
3.9
5
50.8
26.9
24.3
6
64
1
.55
x
13*
0.2
86
3 7
10
16.0
123
65.7
72.4
2.8
4
35.4
27.6
21.9
2
00
0
.482
L
178x102
x
19*
0.3
84
4 9
80
15.8
139
56.4
63.8
3.8
2
50.1
27.7
25.8
6
06
1
.08
x
16*
0.3
23
4 2
00
13.6
118
56.8
62.6
3.3
1
42.7
28.1
24.6
3
54
0
.642
x
13
0.2
61
3 3
90
11.1
95.6
57.3
61.4
2.7
5
35.0
28.5
23.4
1
83
0
.338
x
11*
0.2
30
2 9
80
9.8
8
84.3
57.5
60.8
2.4
5
31.0
28.7
22.8
1
23
0
.229
x
9.5
0.1
98
2 5
80
8.6
0
73.0
57.8
60.2
2.1
5
26.9
28.9
22.2
78.0
0
.147
L
152x152
x
25*
0.5
45
7 0
80
14.6
140
45.5
47.2
14.6
140
45.5
47.2
1 5
20
2
.46
x
22*
0.4
82
6 2
60
13.2
124
45.9
46.1
13.2
124
45.9
46.1
1 0
30
1
.70
x
19
0.4
19
5 4
40
11.6
109
46.3
45.0
11.6
109
46.3
45.0
6
62
1
.12
x
16
0.3
53
4 5
80
9.9
9
92.3
46.7
43.9
9.9
9
92.3
46.7
43.9
3
86
0
.668
x
14*
0.3
19
4 1
40
9.1
2
83.8
46.9
43.3
9.1
2
83.8
46.9
43.3
2
82
0
.494
x
13
0.2
85
3 7
00
8.2
2
75.2
47.1
42.7
8.2
2
75.2
47.1
42.7
1
99
0
.352
x
11*
0.2
50
3 2
50
7.2
9
66.4
47.4
42.1
7.2
9
66.4
47.4
42.1
1
34
0
.239
x
9.5
0.2
16
2 8
10
6.3
6
57.5
47.6
41.5
6.3
6
57.5
47.6
41.5
85.0
0
.153
x
7.9
*0.1
81
2 3
50
5.3
8
48.4
47.8
41.0
5.3
8
48.4
47.8
41.0
49.4
0
.090 2
x
6.4
*0.1
46
1 8
90
4.3
7
39.1
48.1
40.4
4.3
7
39.1
48.1
40.4
25.4
0
.046 9
See p
age 6
-39 for
qualif
ication o
f pro
pert
ies o
f angle
s p
roduced b
y c
old
-form
ing.
* N
ot availa
ble
fro
m C
anadia
n m
ills
6-7
2
Desig
nation
Dead
Load
Are
a
Tors
ional
Consta
nt
Warp
ing
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L2
03
- L
15
2
DIM
EN
SIO
NS
AN
D P
RO
PE
RT
IES
AB
OU
T P
RIN
CIP
AL
AX
ES
Axis
X'-X
'A
xis
Y'-Y
'
r xy
or y
xo
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
84.7
203
203
28.6
77.3
0.0
0
39.6
66.3
109
0.6
31
1.0
0
75.9
203
203
25.4
77.9
0.0
0
39.7
67.0
110
0.6
30
1.0
0
66.9
203
203
22.2
78.5
0.0
0
39.8
67.6
111
0.6
29
1.0
0
58.0
203
203
19.1
79.1
0.0
0
40.0
68.2
112
0.6
28
1.0
0
48.7
203
203
15.9
79.7
0.0
0
40.1
68.8
113
0.6
27
1.0
0
44.0
203
203
14.3
80.0
0.0
0
40.2
69.2
113
0.6
26
1.0
0
39.2
203
203
12.7
80.3
0.0
0
40.3
69.5
114
0.6
26
1.0
0
65.7
203
152
25.4
69.7
34.2
32.4
51.7
98.8
0.6
06
0.5
41
58.0
203
152
22.2
70.3
34.2
32.5
52.4
99.6
0.6
05
0.5
45
50.4
203
152
19.1
70.9
34.2
32.6
53.1
100
0.6
04
0.5
49
42.3
203
152
15.9
71.5
34.3
32.8
53.8
101
0.6
03
0.5
53
38.2
203
152
14.3
71.8
34.3
32.9
54.1
102
0.6
03
0.5
54
34.1
203
152
12.7
72.1
34.3
33.0
54.5
102
0.6
03
0.5
56
55.7
203
102
25.4
65.6
59.2
21.6
29.2
95.5
0.5
23
0.2
49
42.9
203
102
19.1
66.6
59.5
21.7
30.7
96.9
0.5
23
0.2
60
29.1
203
102
12.7
67.7
59.8
22.1
32.2
98.4
0.5
24
0.2
69
39.1
178
102
19.1
58.9
46.5
21.9
32.2
84.5
0.5
52
0.3
25
33.0
178
102
15.9
59.4
46.6
22.1
33.0
85.3
0.5
52
0.3
31
26.6
178
102
12.7
60.0
46.7
22.2
33.7
86.1
0.5
52
0.3
36
23.4
178
102
11.1
60.3
46.8
22.3
34.1
86.5
0.5
52
0.3
39
20.2
178
102
9.5
3
60.6
46.8
22.4
34.4
86.9
0.5
53
0.3
41
55.6
152
152
25.4
57.1
0.0
0
29.6
48.8
80.8
0.6
34
1.0
0
49.1
152
152
22.2
57.7
0.0
0
29.6
49.5
81.6
0.6
32
1.0
0
42.7
152
152
19.1
58.3
0.0
0
29.7
50.1
82.4
0.6
30
1.0
0
36.0
152
152
15.9
58.9
0.0
0
29.8
50.8
83.3
0.6
28
1.0
0
32.5
152
152
14.3
59.2
0.0
0
29.9
51.1
83.7
0.6
28
1.0
0
29.0
152
152
12.7
59.5
0.0
0
30.0
51.4
84.2
0.6
27
1.0
0
25.5
152
152
11.1
59.8
0.0
0
30.1
51.7
84.6
0.6
27
1.0
0
22.0
152
152
9.5
3
60.1
0.0
0
30.2
52.0
85.1
0.6
26
1.0
0
18.5
152
152
7.9
4
60.5
0.0
0
30.3
52.3
85.5
0.6
26
1.0
0
14.8
152
152
6.3
5
60.8
0.0
0
30.4
52.6
85.9
0.6
26
1.0
0
The Y
-Y a
xis
of sym
metr
y o
f equal-le
g (
sin
gly
-sym
metr
ic)
angle
s in C
lause 1
3.3
.2 c
orr
esponds to X
'-X
' in
the a
bove table
.
6-7
3
tM
ass
tan!
d bd
"
r o
.a
nd
r,
y,
xo
fd
efi
nit
ion
the
for
01
-S
16
CA
N/C
SA
Se
eo
oo
"
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L1
52
- L
12
7
PR
OP
ER
TIE
S A
BO
UT
GE
OM
ET
RIC
AX
ES
Axis
X-X
Axis
Y-Y
I xS
xr x
yI y
Sy
r yx
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
10
6 m
m4
10
3 m
m3
mm
mm
10
3 m
m4
10
9 m
m6
L
152x102
x
22*
0.3
96
5 1
50
11.5
117
47.2
53.7
4.1
0
55.9
28.2
28.7
8
45
1
.08
x
19
0.3
46
4 4
90
10.2
102
47.6
52.5
3.6
6
49.2
28.6
27.5
5
46
0
.712
x
16
0.2
92
3 7
90
8.7
3
86.8
48.0
51.4
3.1
7
41.9
28.9
26.4
3
19
0
.427
x
14*
0.2
64
3 4
30
7.9
8
78.8
48.2
50.8
2.9
1
38.2
29.1
25.8
2
34
0
.316
x
13
0.2
36
3 0
60
7.2
0
70.7
48.5
50.2
2.6
4
34.4
29.3
25.2
1
65
0
.226
x
11*
0.2
08
2 7
00
6.3
9
62.4
48.7
49.6
2.3
5
30.4
29.6
24.6
1
11
0
.153
x
9.5
0
.179
2 3
30
5.5
8
54.2
48.9
49.1
2.0
6
26.5
29.8
24.1
70.5
0
.098 8
x
7.9
0
.150
1 9
50
4.7
2
45.6
49.2
48.5
1.7
6
22.4
30.0
23.5
41.1
0
.058 2
L
152x89
x
16
0.2
75
3 5
80
8.3
1
84.7
48.2
53.9
2.1
2
31.8
24.3
22.4
3
01
0
.393
x
13
0.2
23
2 9
00
6.8
6
69.1
48.6
52.7
1.7
7
26.1
24.7
21.2
1
56
0
.208
x
9.5
0
.170
2 2
00
5.3
2
52.9
49.1
51.6
1.3
9
20.2
25.1
20.0
66.8
0
.091 1
x
7.9
0
.142
1 8
50
4.5
0
44.6
49.3
51.0
1.1
9
17.1
25.3
19.4
38.9
0
.053 6
L
127x127
x
22*
0.3
96
5 1
50
7.3
9
84.7
37.9
39.8
7.3
9
84.7
37.9
39.8
8
45
0
.946
x
19
0.3
46
4 4
90
6.5
7
74.4
38.3
38.7
6.5
7
74.4
38.3
38.7
5
46
0
.627
x
16
0.2
92
3 7
90
5.6
6
63.3
38.7
37.6
5.6
6
63.3
38.7
37.6
3
19
0
.377
x
13
0.2
36
3 0
60
4.6
8
51.7
39.1
36.4
4.6
8
51.7
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1
65
0
.200
x
11*
0.2
08
2 7
00
4.1
7
45.7
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35.8
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7
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1
11
0
.136
x
9.5
0
.179
2 3
30
3.6
4
39.7
39.5
35.3
3.6
4
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0
.087 8
x
7.9
0
.150
1 9
50
3.0
9
33.5
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9
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0
.051 8
x
6.4
* 0
.121
1 5
70
2.5
2
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2
27.1
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0
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L
127x89
x
19*
0.2
89
3 7
60
5.8
0
70.2
39.3
44.4
2.3
1
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4
57
0
.410
x
16*
0.2
45
3 1
80
5.0
1
59.8
39.7
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1
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2
68
0
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x
13
0.1
99
2 5
80
4.1
6
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8
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1
39
0
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x
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0
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1 9
70
3.2
4
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3
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0
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x
7.9
0
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1 6
50
2.7
5
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1.1
3
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0
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x
6.4
0
.102
1 3
30
2.2
4
25.7
41.0
39.7
0.9
28
13.6
26.4
20.7
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0
.018 0
L
127x76
x
13
0.1
86
2 4
20
3.9
3
47.7
40.3
44.5
1.0
7
18.8
21.1
19.1
1
30
0
.119
x
11*
0.1
64
2 1
30
3.5
1
42.2
40.6
43.9
0.9
63
16.7
21.3
18.5
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0
.081 5
x
9.5
0
.142
1 8
50
3.0
7
36.7
40.8
43.3
0.8
49
14.6
21.5
17.9
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0
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x
7.9
0
.119
1 5
50
2.6
1
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42.7
0.7
27
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0
.031 1
x
6.4
0
.096 3
1 2
50
2.1
3
25.0
41.2
42.1
0.5
98
10.1
21.9
16.7
16.8
0
.016 3
See p
age 6
-39 for
qualif
ication o
f pro
pert
ies o
f angle
s p
roduced b
y c
old
-form
ing.
* N
ot availa
ble
fro
m C
anadia
n m
ills
6-7
4
Desig
nation
Dead
Load
Are
a
Tors
ional
Consta
nt
Warp
ing
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L1
52
- L
12
7
DIM
EN
SIO
NS
AN
D P
RO
PE
RT
IES
AB
OU
T P
RIN
CIP
AL
AX
ES
Axis
X'-X
'A
xis
Y'-Y
'
r xy
or y
xo
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
40.4
152
102
22.2
50.5
32.2
21.9
32.9
71.7
0.5
88
0.4
27
35.2
152
102
19.1
51.0
32.3
21.9
33.6
72.5
0.5
86
0.4
34
29.7
152
102
15.9
51.6
32.3
22.0
34.4
73.3
0.5
85
0.4
40
26.9
152
102
14.3
51.8
32.4
22.1
34.7
73.7
0.5
85
0.4
43
24.1
152
102
12.7
52.1
32.4
22.2
35.1
74.1
0.5
85
0.4
46
21.2
152
102
11.1
52.4
32.4
22.3
35.5
74.5
0.5
84
0.4
49
18.3
152
102
9.5
3
52.7
32.4
22.4
35.8
74.9
0.5
84
0.4
51
15.3
152
102
7.9
4
53.0
32.5
22.5
36.1
75.3
0.5
84
0.4
54
28.1
152
88.9
15.9
50.5
38.9
19.1
28.4
72.4
0.5
57
0.3
39
22.8
152
88.9
12.7
51.0
39.0
19.3
29.2
73.1
0.5
56
0.3
45
17.3
152
88.9
9.5
3
51.6
39.1
19.5
29.9
73.9
0.5
57
0.3
51
14.5
152
88.9
7.9
4
51.9
39.1
19.6
30.2
74.3
0.5
57
0.3
54
40.4
127
127
22.2
47.5
0.0
0
24.7
40.6
67.2
0.6
35
1.0
0
35.2
127
127
19.1
48.1
0.0
0
24.8
41.3
68.0
0.6
32
1.0
0
29.7
127
127
15.9
48.7
0.0
0
24.8
41.9
68.9
0.6
30
1.0
0
24.1
127
127
12.7
49.3
0.0
0
25.0
42.5
69.8
0.6
28
1.0
0
21.2
127
127
11.1
49.6
0.0
0
25.0
42.8
70.2
0.6
27
1.0
0
18.3
127
127
9.5
3
49.9
0.0
0
25.1
43.2
70.6
0.6
27
1.0
0
15.3
127
127
7.9
4
50.3
0.0
0
25.2
43.5
71.1
0.6
26
1.0
0
12.3
127
127
6.3
5
50.6
0.0
0
25.4
43.7
71.5
0.6
26
1.0
0
29.5
127
88.9
19.1
42.4
24.9
19.0
29.0
60.2
0.5
97
0.4
64
25.0
127
88.9
15.9
43.0
25.0
19.1
29.7
61.0
0.5
94
0.4
72
20.3
127
88.9
12.7
43.5
25.0
19.2
30.5
61.8
0.5
93
0.4
79
15.4
127
88.9
9.5
3
44.1
25.0
19.3
31.2
62.6
0.5
92
0.4
86
13.0
127
88.9
7.9
4
44.4
25.1
19.4
31.5
63.0
0.5
92
0.4
89
10.4
127
88.9
6.3
5
44.7
25.1
19.6
31.8
63.4
0.5
92
0.4
92
19.0
127
76.2
12.7
42.4
31.6
16.5
24.8
60.7
0.5
62
0.3
57
16.7
127
76.2
11.1
42.7
31.7
16.5
25.1
61.1
0.5
62
0.3
61
14.5
127
76.2
9.5
3
43.0
31.7
16.6
25.5
61.5
0.5
62
0.3
64
12.2
127
76.2
7.9
4
43.3
31.7
16.7
25.9
61.9
0.5
62
0.3
68
9.8
1
127
76.2
6.3
5
43.6
31.8
16.8
26.2
62.3
0.5
62
0.3
71
The Y
-Y a
xis
of sym
metr
y o
f equal-le
g (
sin
gly
-sym
metr
ic)
angle
s in C
lause 1
3.3
.2 c
orr
esponds to X
'-X
' in
the a
bove table
.
6-7
5
tM
ass
tan!
d bd
"
r o
.a
nd
r,
y,
xo
fd
efi
nit
ion
the
for
01
-S
16
CA
N/C
SA
Se
eo
oo
"
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L1
02
- L
89
PR
OP
ER
TIE
S A
BO
UT
GE
OM
ET
RIC
AX
ES
Axis
X-X
Axis
Y-Y
I xS
xr x
yI y
Sy
r yx
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
10
6 m
m4
10
3 m
m3
mm
mm
10
3 m
m4
10
9 m
m6
L
102x102
x
19
0.2
72
3 5
30
3.2
4
46.5
30.3
32.4
3.2
4
46.5
30.3
32.4
4
29
0.3
06
x
16*
0.2
30
2 9
90
2.8
1
39.8
30.7
31.3
2.8
1
39.8
30.7
31.3
2
52
0.1
86
x
13
0.1
87
2 4
30
2.3
4
32.6
31.1
30.2
2.3
4
32.6
31.1
30.2
1
31
0.0
99 6
x
11*
0.1
65
2 1
40
2.0
9
28.9
31.3
29.6
2.0
9
28.9
31.3
29.6
87.9
0.0
68 2
x
9.5
0
.143
1 8
50
1.8
4
25.2
31.5
29.0
1.8
4
25.2
31.5
29.0
56.1
0.0
44 2
x
7.9
0
.120
1 5
60
1.5
7
21.3
31.7
28.4
1.5
7
21.3
31.7
28.4
32.7
0.0
26 2
x
6.4
0
.096 7
1 2
60
1.2
8
17.3
31.9
27.9
1.2
8
17.3
31.9
27.9
16.9
0.0
13 7
L
102x89
x
13
0.1
74
2 2
60
2.2
4
32.0
31.5
31.9
1.5
8
24.9
26.4
25.4
1
22
0.0
81 8
x
11*
0.1
54
2 0
00
2.0
0
28.3
31.7
31.3
1.4
2
22.1
26.6
24.8
82.0
0.0
56 1
x
9.5
0
.133
1 7
30
1.7
6
24.7
31.9
30.8
1.2
4
19.2
26.8
24.2
52.3
0.0
36 4
x
7.9
0
.112
1 4
50
1.5
0
20.9
32.1
30.2
1.0
6
16.3
27.1
23.6
30.5
0.0
21 6
x
6.4
0
.090 2
1 1
70
1.2
3
16.9
32.3
29.6
0.8
72
13.2
27.3
23.1
15.8
0.0
11 3
L
102x76
x
16*
0.1
99
2 5
80
2.5
4
38.0
31.4
35.0
1.2
0
22.2
21.6
22.1
2
17
0.1
28
x
13
0.1
62
2 1
00
2.1
2
31.2
31.8
33.9
1.0
1
18.3
21.9
21.0
1
13
0.0
69 2
x
11*
0.1
43
1 8
50
1.9
0
27.7
32.0
33.3
0.9
07
16.3
22.1
20.4
76.2
0.0
47 5
x
9.5
0
.124
1 6
10
1.6
7
24.1
32.2
32.7
0.8
00
14.2
22.3
19.8
48.7
0.0
30 9
x
7.9
0
.104
1 3
50
1.4
2
20.4
32.4
32.1
0.6
86
12.0
22.5
19.2
28.4
0.0
18 3
x
6.4
0
.084 0
1 0
90
1.1
7
16.5
32.7
31.6
0.5
65
9.8
1
22.7
18.7
14.7
0.0
09 6
3
L
89x89
x
13
0.1
61
2 1
00
1.5
1
24.4
26.9
26.9
1.5
1
24.4
26.9
26.9
1
13
0.0
64 0
x
11*
0.1
42
1 8
50
1.3
6
21.7
27.1
26.3
1.3
6
21.7
27.1
26.3
76.0
0.0
44 0
x
9.5
0
.123
1 6
00
1.1
9
18.9
27.3
25.7
1.1
9
18.9
27.3
25.7
48.5
0.0
28 6
x
7.9
0
.104
1 3
50
1.0
2
16.0
27.5
25.2
1.0
2
16.0
27.5
25.2
28.3
0.0
17 0
x
6.4
0
.083 8
1 0
90
0.8
37
13.0
27.7
24.6
0.8
37
13.0
27.7
24.6
14.6
0.0
08 9
6
L
89x76
x
13
0.1
49
1 9
40
1.4
4
23.8
27.3
28.6
0.9
69
18.0
22.4
22.2
1
04
0.0
51 4
x
9.5
0
.114
1 4
80
1.1
3
18.5
27.7
27.4
0.7
69
14.0
22.8
21.1
44.9
0.0
23 1
x
7.9
0
.096 1
1 2
50
0.9
70
15.6
27.9
26.9
0.6
59
11.8
23.0
20.5
26.2
0.0
13 8
x
6.4
0
.077 6
1 0
10
0.7
96
12.7
28.1
26.3
0.5
43
9.6
5
23.2
19.9
13.5
0.0
07 2
5
L
89x64
x
13
0.1
37
1 7
70
1.3
5
23.1
27.6
30.6
0.5
68
12.5
17.9
17.9
95.4
0.0
42 6
x
9.5
0
.105
1 3
60
1.0
7
17.9
28.0
29.5
0.4
54
9.7
1
18.3
16.8
41.2
0.0
19 2
x
7.9
0
.088 3
1 1
50
0.9
12
15.2
28.2
28.9
0.3
91
8.2
6
18.5
16.2
24.1
0.0
11 5
x
6.4
0
.071 4
9
27
0.7
49
12.4
28.4
28.3
0.3
23
6.7
5
18.7
15.6
12.5
0.0
06 0
4
See p
age 6
-39 for
qualif
ication o
f pro
pert
ies o
f angle
s p
roduced b
y c
old
-form
ing.
* N
ot availa
ble
fro
m C
anadia
n m
ills
6-7
6
Desig
nation
Dead
Load
Are
a
Tors
ional
Consta
nt
Warp
ing
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L1
02
- L
89
DIM
EN
SIO
NS
AN
D P
RO
PE
RT
IES
AB
OU
T P
RIN
CIP
AL
AX
ES
Axis
X'-X
'A
xis
Y'-Y
'
r xy
or y
xo
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
27.7
102
102
19.1
37.9
0.0
0
19.8
32.3
53.7
0.6
37
1.0
0
23.5
102
102
15.9
38.5
0.0
0
19.9
33.0
54.5
0.6
33
1.0
0
19.1
102
102
12.7
39.1
0.0
0
19.9
33.7
55.3
0.6
30
1.0
0
16.8
102
102
11.1
39.4
0.0
0
20.0
34.0
55.8
0.6
29
1.0
0
14.5
102
102
9.5
3
39.7
0.0
0
20.1
34.3
56.2
0.6
28
1.0
0
12.2
102
102
7.9
4
40.1
0.0
0
20.2
34.6
56.6
0.6
27
1.0
0
9.8
5
102
102
6.3
5
40.4
0.0
0
20.3
34.9
57.1
0.6
26
1.0
0
17.8
102
88.9
12.7
36.8
9.1
6
18.4
30.5
52.0
0.6
25
0.7
44
15.7
102
88.9
11.1
37.1
9.1
6
18.4
30.8
52.4
0.6
23
0.7
46
13.6
102
88.9
9.5
3
37.4
9.1
5
18.5
31.2
52.8
0.6
22
0.7
49
11.4
102
88.9
7.9
4
37.7
9.1
5
18.6
31.5
53.3
0.6
21
0.7
51
9.2
0
102
88.9
6.3
5
38.0
9.1
5
18.7
31.8
53.7
0.6
21
0.7
53
20.3
102
76.2
15.9
34.5
17.3
16.2
25.2
48.8
0.6
09
0.5
29
16.5
102
76.2
12.7
35.0
17.3
16.2
25.9
49.6
0.6
06
0.5
38
14.6
102
76.2
11.1
35.3
17.3
16.3
26.3
50.0
0.6
05
0.5
43
12.6
102
76.2
9.5
3
35.6
17.3
16.4
26.6
50.4
0.6
04
0.5
47
10.6
102
76.2
7.9
4
35.9
17.3
16.5
27.0
50.9
0.6
03
0.5
50
8.5
7
102
76.2
6.3
5
36.2
17.3
16.6
27.3
51.3
0.6
03
0.5
54
16.5
88.9
88.9
12.7
33.8
0.0
0
17.3
29.0
47.8
0.6
32
1.0
0
14.5
88.9
88.9
11.1
34.1
0.0
0
17.4
29.3
48.2
0.6
30
1.0
0
12.6
88.9
88.9
9.5
3
34.4
0.0
0
17.4
29.7
48.7
0.6
29
1.0
0
10.6
88.9
88.9
7.9
4
34.7
0.0
0
17.5
30.0
49.1
0.6
27
1.0
0
8.5
5
88.9
88.9
6.3
5
35.0
0.0
0
17.6
30.3
49.5
0.6
27
1.0
0
15.2
88.9
76.2
12.7
31.5
8.8
6
15.8
25.8
44.6
0.6
25
0.7
14
11.6
88.9
76.2
9.5
3
32.1
8.8
5
15.9
26.5
45.4
0.6
22
0.7
21
9.8
0
88.9
76.2
7.9
4
32.4
8.8
4
15.9
26.8
45.9
0.6
21
0.7
24
7.9
1
88.9
76.2
6.3
5
32.7
8.8
4
16.0
27.1
46.3
0.6
20
0.7
27
13.9
88.9
63.5
12.7
29.9
16.8
13.6
21.0
42.4
0.6
00
0.4
86
10.7
88.9
63.5
9.5
3
30.5
16.8
13.6
21.7
43.2
0.5
97
0.4
96
9.0
0
88.9
63.5
7.9
4
30.8
16.8
13.7
22.1
43.7
0.5
96
0.5
01
7.2
8
88.9
63.5
6.3
5
31.1
16.8
13.8
22.4
44.1
0.5
96
0.5
06
The Y
-Y a
xis
of sym
metr
y o
f equal-le
g (
sin
gly
-sym
metr
ic)
angle
s in C
lause 1
3.3
.2 c
orr
esponds to X
'-X
' in
the a
bove table
.
6-7
7
tM
ass
tan!
d bd
"
r o
.a
nd
r,
y,
xo
fd
efi
nit
ion
the
for
01
-S
16
CA
N/C
SA
Se
eo
oo
"
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L7
6 -
L5
1
PR
OP
ER
TIE
S A
BO
UT
GE
OM
ET
RIC
AX
ES
Axis
X-X
Axis
Y-Y
I xS
xr x
yI y
Sy
r yx
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
10
6 m
m4
10
3 m
m3
mm
mm
10
3 m
m4
10
9 m
m6
L
76x76
x
13
0.1
37
1 7
70
0.9
23
17.6
22.8
23.7
0.9
23
17.6
22.8
23.7
95.4
0.0
38 8
x
11*
0.1
21
1 5
70
0.8
30
15.6
23.0
23.1
0.8
30
15.6
23.0
23.1
64.4
0.0
26 8
x
9.5
0
.105
1 3
60
0.7
33
13.7
23.2
22.5
0.7
33
13.7
23.2
22.5
41.2
0.0
17 5
x
7.9
0
.088 3
1 1
50
0.6
29
11.6
23.4
22.0
0.6
29
11.6
23.4
22.0
24.1
0.0
10 5
x
6.4
0
.071 4
9
27
0.5
18
9.4
5
23.6
21.4
0.5
18
9.4
5
23.6
21.4
12.5
0.0
05 5
4
x
4.8
0
.054 1
7
03
0.4
00
7.2
2
23.9
20.8
0.4
00
7.2
2
23.9
20.8
5.3
1
0.0
02 4
1
L
76x64
x
13*
0.1
24
1 6
10
0.8
67
17.1
23.2
25.4
0.5
42
12.2
18.3
19.1
86.7
0.0
30 0
x
9.5
0
.095 5
1 2
40
0.6
90
13.3
23.6
24.3
0.4
34
9.5
2
18.7
17.9
37.6
0.0
13 6
x
7.9
0
.080 6
1 0
50
0.5
92
11.3
23.8
23.7
0.3
74
8.1
0
18.9
17.4
22.0
0.0
08 1
7
x
6.4
0
.065 2
8
47
0.4
88
9.2
0
24.0
23.1
0.3
09
6.6
2
19.1
16.8
11.4
0.0
04 3
3
x
4.8
* 0
.049 5
6
42
0.3
77
7.0
4
24.2
22.6
0.2
40
5.0
8
19.3
16.2
4.8
5
0.0
01 8
9
L
76x51
x
13
0.1
12
1 4
50
0.8
00
16.4
23.5
27.5
0.2
80
7.7
7
13.9
14.8
78.0
0.0
24 4
x
9.5
0
.086 2
1 1
20
0.6
38
12.8
23.9
26.4
0.2
26
6.0
9
14.2
13.7
33.9
0.0
11 1
x
7.9
0
.072 8
9
45
0.5
48
10.9
24.1
25.8
0.1
96
5.2
0
14.4
13.1
19.9
0.0
06 6
7
x
6.4
0
.059 0
7
66
0.4
53
8.8
8
24.3
25.2
0.1
63
4.2
6
14.6
12.5
10.3
0.0
03 5
4
x
4.8
0
.044 8
5
82
0.3
50
6.7
9
24.5
24.6
0.1
28
3.2
8
14.8
11.9
4.3
9
0.0
01 5
5
L
64x64
x
13
0.1
12
1 4
50
0.5
11
11.9
18.8
20.5
0.5
11
11.9
18.8
20.5
78.0
0.0
21 2
x
9.5
0
.086 2
1 1
20
0.4
10
9.2
8
19.1
19.4
0.4
10
9.2
8
19.1
19.4
33.9
0.0
09 7
4
x
7.9
0
.072 8
9
45
0.3
53
7.9
0
19.3
18.8
0.3
53
7.9
0
19.3
18.8
19.9
0.0
05 8
7
x
6.4
0
.059 0
7
66
0.2
93
6.4
6
19.5
18.2
0.2
93
6.4
6
19.5
18.2
10.3
0.0
03 1
2
x
4.8
0
.044 8
5
82
0.2
27
4.9
6
19.8
17.6
0.2
27
4.9
6
19.8
17.6
4.3
9
0.0
01 3
7
L
64x51
x
9.5
0
.076 9
9
98
0.3
80
8.9
6
19.5
21.1
0.2
14
5.9
4
14.6
14.8
30.2
0.0
07 2
2
x
7.9
0
.065 0
8
44
0.3
28
7.6
4
19.7
20.6
0.1
86
5.0
8
14.8
14.2
17.7
0.0
04 3
6
x
6.4
0
.052 8
6
85
0.2
72
6.2
5
19.9
20.0
0.1
55
4.1
7
15.0
13.6
9.2
1
0.0
02 3
3
x
4.8
0
.040 2
5
21
0.2
12
4.8
0
20.1
19.4
0.1
21
3.2
1
15.2
13.1
3.9
4
0.0
01 0
2
L
51x51
x
9.5
0
.067 6
8
77
0.1
99
5.7
6
15.1
16.2
0.1
99
5.7
6
15.1
16.2
26.6
0.0
04 6
9
x
7.9
0
.057 3
7
44
0.1
73
4.9
2
15.3
15.6
0.1
73
4.9
2
15.3
15.6
15.6
0.0
02 8
6
x
6.4
0
.046 6
6
05
0.1
45
4.0
4
15.5
15.0
0.1
45
4.0
4
15.5
15.0
8.1
3
0.0
01 5
4
x
4.8
0
.035 5
4
61
0.1
13
3.1
2
15.7
14.5
0.1
13
3.1
2
15.7
14.5
3.4
8
0.0
00 6
80
x
3.2
0
.024 1
3
13
0.0
79 2
2.1
4
15.9
13.9
0.0
79 2
2.1
4
15.9
13.9
1.0
5
0.0
00 2
13
See p
age 6
-39 for
qualif
ication o
f pro
pert
ies o
f angle
s p
roduced b
y c
old
-form
ing.
* N
ot availa
ble
fro
m C
anadia
n m
ills
6-7
8
Desig
nation
Dead
Load
Are
a
Tors
ional
Consta
nt
Warp
ing
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L7
6 -
L5
1
DIM
EN
SIO
NS
AN
D P
RO
PE
RT
IES
AB
OU
T P
RIN
CIP
AL
AX
ES
Axis
X'-X
'A
xis
Y'-Y
'
r xy
or y
xo
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
13.9
76.2
76.2
12.7
28.6
0.0
0
14.8
24.5
40.5
0.6
34
1.0
0
12.3
76.2
76.2
11.1
28.9
0.0
0
14.9
24.8
40.9
0.6
32
1.0
0
10.7
76.2
76.2
9.5
3
29.2
0.0
0
14.9
25.1
41.3
0.6
30
1.0
0
9.0
0
76.2
76.2
7.9
4
29.5
0.0
0
15.0
25.5
41.8
0.6
28
1.0
0
7.2
8
76.2
76.2
6.3
5
29.8
0.0
0
15.0
25.8
42.2
0.6
27
1.0
0
5.5
2
76.2
76.2
4.7
6
30.2
0.0
0
15.1
26.1
42.6
0.6
26
1.0
0
12.7
76.2
63.5
12.7
26.4
8.8
1
13.2
21.1
37.4
0.6
25
0.6
67
9.7
4
76.2
63.5
9.5
3
27.0
8.7
9
13.3
21.8
38.2
0.6
20
0.6
76
8.2
1
76.2
63.5
7.9
4
27.3
8.7
9
13.3
22.2
38.6
0.6
19
0.6
80
6.6
5
76.2
63.5
6.3
5
27.6
8.7
9
13.4
22.5
39.1
0.6
18
0.6
84
5.0
4
76.2
63.5
4.7
6
27.9
8.7
9
13.5
22.8
39.5
0.6
17
0.6
88
11.4
76.2
50.8
12.7
25.0
16.3
10.9
15.9
35.5
0.5
89
0.4
14
8.7
9
76.2
50.8
9.5
3
25.5
16.4
10.9
16.7
36.3
0.5
85
0.4
28
7.4
2
76.2
50.8
7.9
4
25.8
16.4
11.0
17.1
36.7
0.5
84
0.4
35
6.0
1
76.2
50.8
6.3
5
26.1
16.4
11.0
17.5
37.1
0.5
83
0.4
40
4.5
7
76.2
50.8
4.7
6
26.4
16.4
11.1
17.8
37.5
0.5
83
0.4
46
11.4
63.5
63.5
12.7
23.5
0.0
0
12.4
20.0
33.2
0.6
39
1.0
0
8.7
9
63.5
63.5
9.5
3
24.1
0.0
0
12.4
20.6
34.0
0.6
32
1.0
0
7.4
2
63.5
63.5
7.9
4
24.4
0.0
0
12.4
21.0
34.4
0.6
30
1.0
0
6.0
1
63.5
63.5
6.3
5
24.7
0.0
0
12.5
21.3
34.9
0.6
28
1.0
0
4.5
7
63.5
63.5
4.7
6
25.0
0.0
0
12.6
21.6
35.3
0.6
27
1.0
0
7.8
4
63.5
50.8
9.5
3
21.9
8.7
0
10.7
17.1
31.0
0.6
18
0.6
14
6.6
3
63.5
50.8
7.9
4
22.2
8.7
0
10.7
17.4
31.4
0.6
16
0.6
20
5.3
8
63.5
50.8
6.3
5
22.5
8.7
0
10.8
17.8
31.9
0.6
14
0.6
26
4.0
9
63.5
50.8
4.7
6
22.8
8.7
0
10.9
18.1
32.3
0.6
12
0.6
31
6.8
9
50.8
50.8
9.5
3
18.9
0.0
0
9.8
9
16.1
26.7
0.6
37
1.0
0
5.8
4
50.8
50.8
7.9
4
19.2
0.0
0
9.9
0
16.4
27.1
0.6
33
1.0
0
4.7
5
50.8
50.8
6.3
5
19.5
0.0
0
9.9
3
16.8
27.6
0.6
30
1.0
0
3.6
2
50.8
50.8
4.7
6
19.8
0.0
0
10.0
17.1
28.0
0.6
28
1.0
0
2.4
6
50.8
50.8
3.1
8
20.1
0.0
0
10.1
17.4
28.4
0.6
26
1.0
0
The Y
-Y a
xis
of sym
metr
y o
f equal-le
g (
sin
gly
-sym
metr
ic)
angle
s in C
lause 1
3.3
.2 c
orr
esponds to X
'-X
' in
the a
bove table
.
6-7
9
tM
ass
tan!
d bd
"
r o
.a
nd
r,
y,
xo
fd
efi
nit
ion
the
for
01
-S
16
CA
N/C
SA
Se
eo
oo
"
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L5
1 -
L1
9
PR
OP
ER
TIE
S A
BO
UT
GE
OM
ET
RIC
AX
ES
Axis
X-X
Axis
Y-Y
I xS
xr x
yI y
Sy
r yx
JC
w
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
10
6 m
m4
10
3 m
m3
mm
mm
10
3 m
m4
10
9 m
m6
L
51x38
x6.4
0
.040 4
5
24
0.1
31
3.8
7
15.8
16.9
0.0
63 0
2.2
8
11.0
10.5
7.0
5
0.0
01 0
7
x4.8
0
.030 8
4
01
0.1
03
2.9
9
16.0
16.3
0.0
49 9
1.7
7
11.2
9.9
3
3.0
2
0.0
00 4
77
x3.2
0
.021 0
2
73
0.0
72 1
2.0
6
16.3
15.7
0.0
35 3
1.2
3
11.4
9.3
5
0.9
19
0.0
00 1
50
L
44x44
x6.4
0
.040 4
5
25
0.0
94 9
3.0
6
13.4
13.4
0.0
94 9
3.0
6
13.4
13.4
7.0
5
0.0
01 0
0
x4.8
0
.030 9
4
01
0.0
74 8
2.3
6
13.7
12.9
0.0
74 8
2.3
6
13.7
12.9
3.0
3
0.0
00 4
48
x3.2
0
.021 0
2
73
0.0
52 5
1.6
3
13.9
12.3
0.0
52 5
1.6
3
13.9
12.3
0.9
20
0.0
00 1
41
L
38x38
x6.4
0
.034 2
4
44
0.0
57 7
2.2
0
11.4
11.8
0.0
57 7
2.2
0
11.4
11.8
5.9
6
0.0
00 6
06
x4.8
0
.026 2
3
40
0.0
45 8
1.7
1
11.6
11.3
0.0
45 8
1.7
1
11.6
11.3
2.5
7
0.0
00 2
73
x3.2
0
.017 9
2
32
0.0
32 4
1.1
8
11.8
10.7
0.0
32 4
1.1
8
11.8
10.7
0.7
83
0.0
00 0
87
L
32x32
x6.4
0
.028 0
3
64
0.0
32 1
1.4
9
9.4
0
10.2
0.0
32 1
1.4
9
9.4
0
10.2
4.8
9
0.0
00 3
34
x4.8
0
.021 6
2
80
0.0
25 7
1.1
6
9.5
8
9.6
9
0.0
25 7
1.1
6
9.5
8
9.6
9
2.1
2
0.0
00 1
53
x3.2
0
.014 8
1
92
0.0
18 4
0.8
12
9.7
9
9.1
2
0.0
18 4
0.8
12
9.7
9
9.1
2
0.6
48
0.0
00 0
49
L
25x25
x6.4
0
.021 7
2
82
0.0
15 3
0.9
15
7.3
7
8.6
2
0.0
15 3
0.9
15
7.3
7
8.6
2
3.7
9
0.0
00 1
56
x4.8
0
.016 9
2
19
0.0
12 5
0.7
19
7.5
4
8.0
7
0.0
12 5
0.7
19
7.5
4
8.0
7
1.6
6
0.0
00 0
73
x3.2
0
.011 7
1
51
0.0
09 0
5
0.5
06
7.7
3
7.5
2
0.0
09 0
5
0.5
06
7.7
3
7.5
2
0.5
10
0.0
00 0
24
L
19x19
x3.2
0
.008 6
1
11
0.0
03 6
4
0.2
76
5.7
2
5.9
3
0.0
03 6
4
0.2
76
5.7
2
5.9
3
0.3
75
0.0
00 0
10
See p
age 6
-39 for
qualif
ication o
f pro
pert
ies o
f angle
s p
roduced b
y c
old
-form
ing.
6-8
0
Desig
nation
Dead
Load
Are
a
Tors
ional
Consta
nt
Warp
ing
Consta
nt
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
AN
GL
ES
- I
mp
eri
al
Se
rie
s
L5
1 -
L1
9
DIM
EN
SIO
NS
AN
D P
RO
PE
RT
IES
AB
OU
T P
RIN
CIP
AL
AX
ES
Axis
X'-X
'A
xis
Y'-Y
'
r xy
or y
xo
kg/m
mm
mm
mm
mm
mm
mm
mm
mm
4.1
1
50.8
38.1
6.3
5
17.5
8.5
3
8.1
2
13.0
24.7
0.6
06
0.5
43
3.1
4
50.8
38.1
4.7
6
17.8
8.5
3
8.1
8
13.3
25.1
0.6
04
0.5
51
2.1
4
50.8
38.1
3.1
8
18.0
8.5
4
8.2
7
13.7
25.6
0.6
03
0.5
58
4.1
2
44.5
44.5
6.3
5
16.9
0.0
0
8.6
8
14.5
23.9
0.6
32
1.0
0
3.1
5
44.5
44.5
4.7
6
17.2
0.0
0
8.7
3
14.8
24.4
0.6
29
1.0
0
2.1
4
44.5
44.5
3.1
8
17.5
0.0
0
8.8
2
15.2
24.8
0.6
27
1.0
0
3.4
8
38.1
38.1
6.3
5
14.3
0.0
0
7.4
2
12.2
20.2
0.6
34
1.0
0
2.6
7
38.1
38.1
4.7
6
14.6
0.0
0
7.4
5
12.6
20.7
0.6
30
1.0
0
1.8
2
38.1
38.1
3.1
8
14.9
0.0
0
7.5
2
12.9
21.1
0.6
27
1.0
0
2.8
5
31.8
31.8
6.3
5
11.8
0.0
0
6.1
9
10.0
16.6
0.6
39
1.0
0
2.2
0
31.8
31.8
4.7
6
12.0
0.0
0
6.2
0
10.3
17.0
0.6
32
1.0
0
1.5
1
31.8
31.8
3.1
8
12.4
0.0
0
6.2
5
10.7
17.5
0.6
28
1.0
0
2.2
2
25.4
25.4
6.3
5
9.1
7
0.0
0
4.9
8
7.7
0
13.0
0.6
47
1.0
0
1.7
2
25.4
25.4
4.7
6
9.4
5
0.0
0
4.9
4
8.0
5
13.4
0.6
37
1.0
0
1.1
9
25.4
25.4
3.1
8
9.7
4
0.0
0
4.9
7
8.3
8
13.8
0.6
30
1.0
0
0.8
74
19.1
19.1
3.1
8
7.1
8
0.0
0
3.7
2
6.1
4
10.2
0.6
34
1.0
0
The Y
-Y a
xis
of sym
metr
y o
f equal-le
g (
sin
gly
-sym
metr
ic)
angle
s in C
lause 1
3.3
.2 c
orr
esponds to X
'-X
' in
the a
bove table
.
6-8
1
tM
ass
tan!
d bd
"
r o
.a
nd
r,
y,
xo
fd
efi
nit
ion
the
for
01
-S
16
CA
N/C
SA
Se
eo
oo
"
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
46
0 -
WT
34
5
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
yI y
Sy
r yJ
Cw
kN
/mm
m2
10
6m
m4
10
3m
m3
mm
mm
10
6m
m4
10
3m
m3
mm
10
3m
m4
10
9m
m6
W
T460
x
223
2.1
9
28 5
00
5
11
1 4
10
134
105
270
1 2
80
97.3
1
3 3
00
74.9
x
208.5
2.0
5
26 6
00
4
74
1 3
10
133
103
250
1 1
90
97.0
1
0 9
00
60.9
x
193.5
1.9
0
24 7
00
4
41
1 2
30
134
103
226
1 0
80
95.8
8 6
20
48.5
x
182.5
1.7
9
23 2
00
4
13
1 1
60
133
102
211
1 0
10
95.2
7 1
90
40.5
x
171
1.6
8
21 8
00
3
89
1 1
00
134
102
195
933
94.6
5 9
30
33.6
W
T460
x
156.5
1.5
3
19 9
00
4
10
1 2
00
143
124
85.2
551
65.4
5 7
90
32.0
x
144.5
1.4
2
18 4
00
3
76
1 1
00
143
122
78.2
508
65.2
4 6
00
24.9
x
135.5
1.3
3
17 3
00
3
53
1 0
40
143
121
72.6
473
64.7
3 8
40
20.9
x
126.5
1.2
5
16 2
00
3
29
969
143
120
66.8
437
64.3
3 1
20
17.1
x
119
1.1
7
15 2
00
3
09
916
143
121
61.4
403
63.6
2 5
70
14.4
x
111.5
1.1
0
14 3
00
2
92
874
143
122
56.1
369
62.7
2 1
10
12.4
x
100.5
0.9
88
12 8
00
2
66
814
144
126
47.2
311
60.7
1 4
50
10.0
W
T420
x
179.5
1.7
7
22 9
00
3
63
1 0
80
126
97.5
1
95
965
92.1
7 5
30
39.3
x
164.5
1.6
2
21 0
00
3
33
997
126
96.9
1
74
870
91.1
5 7
80
30.4
x
149.5
1.4
7
19 1
00
3
03
912
126
96.1
1
56
780
90.3
4 3
20
22.9
W
T420
x
113
1.1
1
14 4
00
2
47
778
131
108
56.9
387
62.8
2 5
60
11.5
x
105
1.0
3
13 4
00
2
30
733
131
109
51.3
350
61.8
2 0
20
9.5
7
x
96.5
0.9
49
12 3
00
2
13
688
131
111
45.1
309
60.5
1 5
20
7.8
1
x
88
0.8
64
11 2
00
1
96
646
132
114
39.1
268
59.1
1 1
00
6.3
5
W
T380
x
157
1.5
5
20 1
00
2
54
828
112
86.2
1
58
822
88.7
5 9
00
26.0
x
142
1.4
0
18 1
00
2
29
750
112
84.8
1
40
733
87.8
4 3
60
19.1
x
128.5
1.2
7
16 5
00
2
07
684
112
83.9
1
25
657
87.1
3 2
50
14.3
W
T380
x
98
0.9
65
12 5
00
1
75
613
118
99.0
4
0.9
305
57.1
2 0
20
7.6
3
x
92.5
0.9
07
11 8
00
1
65
580
118
99.1
3
7.5
281
56.5
1 6
60
6.4
4
x
86.5
0.8
52
11 1
00
1
56
554
119
100
34.4
257
55.7
1 3
40
5.5
4
x
80.5
0.7
87
10 2
00
1
45
523
119
102
30.4
228
54.5
1 0
30
4.6
2
x
73.5
0.7
22
9 3
70
1
34
493
120
104
26.4
200
53.1
7
78
3.8
3
W
T345
x
132.5
1.3
0
16 9
00
1
72
624
101
77.2
1
16
646
82.7
4 1
60
15.5
x
120
1.1
8
15 4
00
1
56
567
101
76.0
1
03
580
82.0
3 1
30
11.5
x
108.5
1.0
7
14 0
00
1
40
514
100
74.7
9
2.6
522
81.5
2 3
50
8.5
7
6-8
2
Desig
nation
Are
aD
ead
Load
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
46
0 -
WT
34
5
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Nom
inal
Mass
Theore
tical
Mass
Depth
.
Fla
nge
Wid
th
Fla
nge
Thic
kness
Ste
m
Thic
kness
db
tw
kg/m
kg/m
mm
mm
mm
mm
mm
mm
223
223.7
467
423
42.7
24.0
83.7
186
0.7
97
208.5
209.0
464
422
39.9
22.5
83.4
185
0.7
96
193.5
193.6
461
420
36.6
21.3
84.7
185
0.7
90
182.5
182.3
458
419
34.3
20.3
85.1
185
0.7
88
171
171.2
456
418
32.0
19.3
85.8
185
0.7
84
156.5
156.4
466
309
34.5
21.1
107
190
0.6
86
144.5
144.4
464
308
32.0
19.4
106
190
0.6
88
135.5
135.9
462
307
30.0
18.4
106
189
0.6
85
126.5
126.9
460
306
27.9
17.3
107
189
0.6
83
119
119.2
458
305
25.9
16.5
108
190
0.6
78
111.5
112.2
456
304
23.9
15.9
110
191
0.6
69
100.5
100.7
452
304
20.1
15.2
116
194
0.6
45
179.5
180.0
434
403
35.6
21.1
79.7
175
0.7
93
164.5
165.0
431
401
32.4
19.7
80.7
175
0.7
88
149.5
150.0
428
400
29.2
18.2
81.5
175
0.7
83
113
113.4
426
294
26.8
16.1
95.0
173
0.7
00
105
105.4
423
293
24.4
15.4
96.9
174
0.6
91
96.5
96.8
420
292
21.7
14.7
99.9
176
0.6
77
88
88.0
418
292
18.8
14.0
104
179
0.6
59
157
157.6
393
384
33.4
19.7
69.5
159
0.8
09
142
142.5
390
382
30.1
18.0
69.8
159
0.8
07
128.5
129.3
387
381
27.1
16.6
70.4
159
0.8
03
98
98.4
385
268
25.4
15.6
86.3
157
0.6
98
92.5
92.4
383
267
23.6
14.9
87.3
157
0.6
93
86.5
86.8
381
267
21.6
14.4
89.3
159
0.6
83
80.5
80.2
379
266
19.3
13.8
92.2
160
0.6
69
73.5
73.6
377
265
17.0
13.2
95.7
162
0.6
52
132.5
132.8
353
358
30.2
18.4
62.1
144
0.8
15
120
120.6
351
356
27.4
16.8
62.3
144
0.8
13
108.5
109.5
348
355
24.8
15.4
62.3
143
0.8
12
See C
AN
/CS
A S
16-0
1 C
lause 1
3.3
.2 for
definitio
n o
f to
rsio
nal section p
ropert
ies.
6-8
3
yo
!
r o
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
34
5 -
WT
26
5
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
yI y
Sy
r yJ
Cw
kN
/mm
m2
10
6m
m4
10
3m
m3
mm
mm
10
6m
m4
10
3m
m3
mm
10
3m
m4
10
9m
m6
W
T345
x
85
0.8
34
10 8
00
1
21
465
106
87.1
3
3.1
259
55.3
1 5
20
4.7
2
x
76
0.7
46
9 6
90
1
07
415
105
85.8
2
8.9
227
54.6
1 1
00
3.3
8
x
70
0.6
86
8 9
10
99.3
389
106
86.5
2
5.9
204
53.9
8
33
2.7
2
x
62.5
0.6
16
8 0
00
90.0
359
106
88.3
2
2.0
174
52.5
5
86
2.1
0
W
T305
x
120.5
1.1
9
15 4
00
1
23
491
89.2
68.6
9
2.1
560
77.3
3 8
40
11.8
x
108.5
1.0
7
13 9
00
1
10
444
88.8
67.4
8
1.6
497
76.7
2 7
90
8.5
8
x
97.5
0.9
60
12 5
00
99.4
408
89.3
67.4
7
1.2
435
75.6
1 9
80
6.2
3
x
87
0.8
55
11 1
00
88.3
366
89.2
66.5
6
1.9
381
74.7
1 4
00
4.4
0
x
77.5
0.7
60
9 8
70
78.9
329
89.4
66.1
5
3.9
333
73.9
9
75
3.1
0
W
T305
x
70
0.6
88
8 9
30
77.8
334
93.3
76.2
2
2.6
196
50.3
1 0
90
2.5
8
x
62.5
0.6
13
7 9
70
69.0
299
93.1
75.4
1
9.7
172
49.7
7
69
1.8
4
x
56.5
0.5
56
7 2
20
63.2
278
93.5
76.3
1
7.1
150
48.7
5
59
1.4
3
x
50.5
0.4
99
6 4
80
57.4
256
94.1
77.8
1
4.7
129
47.7
3
89
1.0
9
W
T305
x
46
0.4
55
5 9
10
55.0
256
96.4
87.6
7
.21
80.5
3
4.9
3
67
1.0
5
x
41
0.4
04
5 2
50
48.9
231
96.5
88.6
6
.05
67.9
3
3.9
2
54
0.7
85
W
T265
x
109.5
1.0
7
13 9
00
85.0
388
78.1
60.8
7
8.4
493
75.0
3 2
00
8.7
4
x
98
0.9
64
12 5
00
75.2
345
77.5
59.0
6
9.3
438
74.4
2 3
40
6.2
8
x
91
0.8
92
11 6
00
69.3
317
77.3
57.9
6
3.6
404
74.1
1 8
60
4.9
4
x
82.5
0.8
11
10 5
00
62.2
288
76.9
56.7
5
6.8
363
73.4
1 4
10
3.7
0
x
75
0.7
39
9 6
00
56.5
261
76.7
55.5
5
1.4
330
73.2
1 0
80
2.7
9
W
T265
x
69
0.6
79
8 8
20
60.2
293
82.6
69.6
1
9.3
181
46.8
1 2
50
2.5
0
x
61.5
0.6
04
7 8
50
52.6
258
81.9
67.6
1
6.9
159
46.4
8
99
1.7
5
x
54.5
0.5
35
6 9
50
46.2
227
81.5
66.1
1
4.8
140
46.1
6
30
1.2
0
x
50.5
0.4
98
6 4
70
43.0
212
81.6
65.9
1
3.5
128
45.6
5
07
0.9
73
x
46
0.4
54
5 8
90
39.3
196
81.7
66.0
1
1.9
114
44.9
3
80
0.7
54
x
41
0.4
03
5 2
30
35.0
178
81.9
66.9
1
0.1
97.0
4
4.0
2
58
0.5
55
W
T265
x
42.5
0.4
16
5 4
00
37.8
194
83.7
72.7
6
.32
76.1
3
4.2
3
67
0.6
75
x
37
0.3
67
4 7
70
33.7
177
84.1
74.7
5
.21
62.7
3
3.1
2
39
0.5
16
x
33
0.3
23
4 1
90
29.8
159
84.3
76.1
4
.29
52.0
3
2.0
1
59
0.3
80
6-8
4
Desig
nation
Dead
Load
Are
a
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
34
5 -
WT
26
5
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Nom
inal
Mass
Theore
tical
Mass
Depth
.
Fla
nge
Wid
th
Fla
nge
Thic
kness
Ste
m
Thic
kness
db
tw
kg/m
kg/m
mm
mm
mm
mm
mm
mm
85
85.0
347
256
23.6
14.5
75.3
141
0.7
15
76
76.1
344
254
21.1
13.1
75.2
140
0.7
13
70
69.9
342
254
18.9
12.4
77.1
141
0.7
03
62.5
62.8
339
253
16.3
11.7
80.2
143
0.6
86
120.5
120.9
318
329
31.0
17.9
53.1
129
0.8
32
108.5
108.9
314
328
27.7
16.5
53.5
129
0.8
28
97.5
97.8
311
327
24.4
15.4
55.2
129
0.8
18
87
87.1
308
325
21.6
14.0
55.7
129
0.8
13
77.5
77.5
306
324
19.0
12.7
56.6
129
0.8
08
70
70.1
309
230
22.2
13.1
65.1
124
0.7
26
62.5
62.5
306
229
19.6
11.9
65.6
124
0.7
21
56.5
56.7
304
228
17.3
11.2
67.7
125
0.7
08
50.5
50.9
302
228
14.9
10.5
70.3
127
0.6
92
46
46.4
302
179
15.0
10.9
80.1
130
0.6
21
41
41.2
300
178
12.8
10.0
82.2
131
0.6
07
109.5
109.5
280
318
29.2
18.3
46.2
118
0.8
46
98
98.3
277
316
26.3
16.5
45.9
117
0.8
46
91
90.9
276
315
24.4
15.2
45.7
116
0.8
46
82.5
82.7
273
313
22.2
14.0
45.6
116
0.8
45
75
75.4
272
312
20.3
12.7
45.4
115
0.8
45
69
69.2
275
214
23.6
14.7
57.8
111
0.7
30
61.5
61.6
272
212
21.2
13.1
57.0
110
0.7
31
54.5
54.6
270
211
18.8
11.6
56.7
109
0.7
32
50.5
50.8
269
210
17.4
10.9
57.2
110
0.7
28
46
46.3
267
209
15.6
10.2
58.2
110
0.7
19
41
41.1
264
209
13.3
9.5
60.2
111
0.7
04
42.5
42.4
268
166
16.5
10.3
64.4
111
0.6
63
37
37.4
265
166
13.6
9.7
67.9
113
0.6
39
33
32.9
263
165
11.4
8.9
70.4
114
0.6
21
See C
AN
/CS
A S
16-0
1 C
lause 1
3.3
.2 for
definitio
n o
f to
rsio
nal section p
ropert
ies.
6-8
5
yo
!
r o
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
23
0 -
WT
20
5
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
yI y
Sy
r yJ
Cw
kN
/mm
m2
10
6m
m4
10
3m
m3
mm
mm
10
6m
m4
10
3m
m3
mm
10
3m
m4
10
9m
m6
W
T230
x
88.5
0.8
70
11 3
00
49.4
260
66.1
51.4
5
2.5
367
68.2
2 2
00
4.6
6
x
79
0.7
73
10 0
00
43.5
231
65.8
50.1
4
5.7
322
67.4
1 5
50
3.2
5
x
72
0.7
09
9 2
10
39.0
208
65.1
48.4
4
1.8
295
67.4
1 2
20
2.4
9
x
64
0.6
31
8 1
90
34.5
185
64.9
47.2
3
6.7
260
66.9
8
56
1.7
4
x
56.5
0.5
55
7 2
10
30.2
162
64.7
46.0
3
1.7
226
66.3
5
90
1.1
8
W
T230
x
53
0.5
19
6 7
40
32.8
185
69.7
57.5
1
2.6
130
43.2
7
26
1.0
7
x
48.5
0.4
74
6 1
50
29.4
166
69.1
55.8
1
1.4
118
43.1
5
63
0.8
02
x
44.5
0.4
38
5 6
90
27.0
152
68.8
54.8
1
0.5
109
42.9
4
53
0.6
30
x
41
0.4
02
5 2
20
24.8
141
68.9
54.8
9
.31
97.5
4
2.2
3
45
0.4
93
x
37
0.3
64
4 7
30
22.4
128
68.8
54.1
8
.30
87.4
4
1.9
2
58
0.3
66
W
T230
x
34
0.3
36
4 3
70
21.8
128
70.6
59.2
4
.70
61.1
3
2.8
2
54
0.3
23
x
30
0.2
92
3 8
00
18.8
111
70.4
58.3
3
.98
52.0
3
2.4
1
67
0.2
13
x
26
0.2
55
3 3
10
16.7
102
71.0
60.8
3
.17
41.7
3
0.9
1
05
0.1
60
W
T205
x
74.5
0.7
40
9 6
10
32.3
188
57.9
44.7
3
8.8
293
63.6
1 7
00
2.7
9
x
66
0.6
56
8 5
20
28.0
165
57.4
43.1
3
3.7
256
62.9
1 2
00
1.9
2
x
57
0.5
69
7 3
90
23.9
141
56.8
41.3
2
8.6
219
62.3
8
02
1.2
4
x
50
0.4
96
6 4
40
20.4
121
56.2
39.6
2
4.8
191
62.0
5
44
0.8
10
W
T205
x
42.5
0.4
17
5 4
20
20.4
127
61.3
49.3
9
.02
99.6
4
0.8
4
62
0.5
36
x
37
0.3
68
4 7
80
17.8
112
61.1
48.2
7
.79
86.6
4
0.4
3
18
0.3
66
x
33.5
0.3
31
4 3
00
15.8
100
60.7
47.3
6
.90
77.0
4
0.0
2
34
0.2
65
x
30
0.2
92
3 8
00
13.9
87.8
60.4
46.1
6
.02
67.7
3
9.8
1
64
0.1
80
x
27
0.2
62
3 4
10
12.8
83.3
61.4
48.0
5
.05
57.0
3
8.5
1
13
0.1
39
W
T205
x
23
0.2
27
2 9
50
11.5
76.3
62.4
51.5
2
.57
36.7
2
9.5
96.0
0.0
99 0
x
19.5
0.1
93
2 5
00
10.0
67.9
63.1
53.5
2
.02
28.8
2
8.4
55.3
0.0
67 5
6-8
6
Desig
nation
Dead
Load
Are
a
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
23
0 -
WT
20
5
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Nom
inal
Mass
Theore
tical
Mass
Depth
.
Fla
nge
Wid
th
Fla
nge
Thic
kness
Ste
m
Thic
kness
db
tw
kg/m
kg/m
mm
mm
mm
mm
mm
mm
88.5
88.6
241
286
26.9
16.6
38.0
102
0.8
62
79
78.8
238
284
23.9
15.0
38.1
102
0.8
59
72
72.3
236
283
22.1
13.6
37.3
101
0.8
63
64
64.3
234
282
19.6
12.2
37.4
100
0.8
61
56.5
56.6
232
280
17.3
10.8
37.4
99.9
0.8
60
53
52.9
235
194
20.6
12.6
47.2
94.6
0.7
52
48.5
48.3
233
193
19.0
11.4
46.3
93.7
0.7
56
44.5
44.7
232
192
17.7
10.5
45.9
93.2
0.7
57
41
41.0
230
191
16.0
9.9
46.8
93.4
0.7
49
37
37.1
229
190
14.5
9.0
46.8
93.2
0.7
48
34
34.3
230
154
15.4
9.1
51.5
93.4
0.6
96
30
29.8
228
153
13.3
8.0
51.7
93.1
0.6
92
26
26.0
225
152
10.8
7.6
55.4
95.2
0.6
62
74.5
75.4
216
265
25.0
14.9
32.2
91.8
0.8
77
66
66.8
213
263
22.2
13.3
32.0
91.0
0.8
76
57
58.0
210
261
19.3
11.6
31.7
90.0
0.8
76
50
50.6
208
260
16.9
10.0
31.1
89.3
0.8
79
42.5
42.5
209
181
18.2
10.9
40.2
83.9
0.7
70
37
37.5
207
180
16.0
9.7
40.2
83.5
0.7
68
33.5
33.8
205
179
14.4
8.8
40.1
83.0
0.7
67
30
29.8
204
178
12.8
7.7
39.7
82.5
0.7
69
27
26.7
202
177
10.9
7.5
42.6
84.0
0.7
43
23
23.1
202
140
11.2
7.0
45.9
82.9
0.6
94
19.5
19.6
200
140
8.8
6.4
49.1
84.8
0.6
66
See C
AN
/CS
A S
16-0
1 C
lause 1
3.3
.2 for
definitio
n o
f to
rsio
nal section p
ropert
ies.
6-8
7
yo
!
r o
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
18
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
yI y
Sy
r yJ
Cw
kN
/mm
m2
10
6m
m4
10
3m
m3
mm
mm
10
6m
m4
10
3m
m3
mm
10
3m
m4
10
9m
m6
W
T180
x
543
5.3
4
69 3
00
308
1570
66.7
88.2
981
4 3
20
119
299 0
00
1 4
10
x
495
4.8
6
63 1
00
259
1350
64.1
82.7
867
3 8
70
117
232 0
00
1 0
60
x
450
4.4
3
57 5
00
219
1160
61.7
77.5
767
3 4
70
115
180 0
00
791
x
409
4.0
2
52 2
00
184
997
59.4
72.4
678
3 1
00
114
138 0
00
585
x
372
3.6
5
47 4
00
156
864
57.4
67.9
600
2 7
80
112
106 0
00
434
x
338.5
3.3
3
43 2
00
134
754
55.8
63.9
534
2 5
00
111
81 6
00
325
W
T180
x
317
3.1
1
40 4
00
119
677
54.3
61.0
491
2 3
20
110
68 3
00
266
x
296
2.9
1
37 8
00
108
620
53.5
58.6
451
2 1
40
109
56 4
00
215
x
275.5
2.7
0
35 1
00
95.9
557
52.3
55.8
412
1 9
70
108
46 0
00
172
x
254.5
2.5
0
32 5
00
84.8
499
51.1
53.0
377
1 8
10
108
36 7
00
135
x
231.5
2.2
7
29 5
00
73.8
439
50.0
50.1
335
1 6
30
107
28 1
00
100
x
210.5
2.0
7
26 9
00
64.2
387
48.9
47.3
300
1 4
70
106
21 6
00
75.5
x
191
1.8
8
24 4
00
55.4
338
47.7
44.5
268
1 3
20
105
16 3
00
56.0
x
173.5
1.7
0
22 1
00
48.5
300
46.8
42.1
240
1 1
90
104
12 4
00
41.6
x
157
1.5
4
20 0
00
42.6
266
46.2
39.9
213
1 0
60
103
9 2
10
30.3
x
143.5
1.4
1
18 3
00
37.6
236
45.3
37.9
194
972
103
7 2
30
23.5
x
131
1.2
9
16 7
00
33.9
215
45.0
36.4
175
880
102
5 5
10
17.6
x
118.5
1.1
6
15 0
00
29.1
187
44.0
34.3
155
786
102
4 0
80
12.8
x
108
1.0
6
13 8
00
26.2
169
43.6
32.9
141
717
101
3 1
60
9.7
9
W
T180
x
98
0.9
64
12 5
00
24.0
157
43.8
32.7
114
611
95.5
2 5
60
7.1
7
x
89.5
0.8
79
11 4
00
21.6
141
43.5
31.4
103
555
95.2
1 9
50
5.4
0
x
81
0.7
95
10 3
00
18.8
124
42.7
29.8
9
2.8
500
94.8
1 4
70
4.0
0
x
73.5
0.7
24
9 4
00
17.0
113
42.6
28.9
8
3.6
452
94.3
1 1
10
2.9
8
x
67
0.6
57
8 5
30
15.2
101
42.2
27.8
7
5.4
409
94.0
8
40
2.2
2
W
T180
x
61
0.5
97
7 7
60
17.3
118
47.2
35.5
3
0.7
239
62.9
1 0
50
1.5
1
x
55
0.5
40
7 0
20
15.0
102
46.2
33.5
2
7.8
218
63.0
7
99
1.1
2
x
50.5
0.4
97
6 4
50
13.7
93.7
46.1
32.7
2
5.3
199
62.6
6
26
0.8
63
x
45.5
0.4
46
5 7
90
12.1
83.5
45.8
31.7
2
2.4
176
62.2
4
56
0.6
17
W
T180
x
39.5
0.3
89
5 0
50
11.5
81.2
47.8
35.0
1
2.1
118
48.9
4
05
0.3
94
x
36
0.3
51
4 5
50
10.3
73.1
47.5
34.2
1
0.7
105
48.5
3
00
0.2
86
x
32
0.3
14
4 0
70
9.1
7
65.2
47.4
33.4
9.4
292.8
48.1
2
18
0.2
02
6-8
8
Desig
nation
Dead
Load
Are
a
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
18
0
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Nom
inal
Mass
Theore
tical
Mass
Depth
.
Fla
nge
Wid
th
Fla
nge
Thic
kness
Ste
m
Thic
kness
db
tw
kg/m
kg/m
mm
mm
mm
mm
mm
mm
543
544.2
285
454
125
78.0
25.7
139
0.9
66
495
495.5
275
448
115
71.9
25.2
136
0.9
66
450
451.3
266
442
106
65.9
24.5
133
0.9
66
409
409.5
257
437
97.0
60.5
23.9
131
0.9
66
372
372.1
249
432
88.9
55.6
23.5
128
0.9
67
338.5
339.1
242
428
81.5
51.2
23.1
127
0.9
67
317
317.1
237
424
77.1
47.6
22.4
125
0.9
68
296
296.5
233
421
72.3
45.0
22.4
124
0.9
67
275.5
275.5
228
418
67.6
42.0
22.0
122
0.9
68
254.5
254.7
223
416
62.7
39.1
21.6
121
0.9
68
231.5
231.6
218
412
57.4
35.8
21.4
120
0.9
68
210.5
211.0
213
409
52.6
32.8
21.0
118
0.9
69
191
191.2
208
406
48.0
29.8
20.5
117
0.9
69
173.5
173.6
204
404
43.7
27.2
20.2
116
0.9
70
157
156.8
200
401
39.6
24.9
20.1
115
0.9
69
143.5
143.9
197
399
36.6
22.6
19.6
114
0.9
70
131
131.4
194
398
33.3
21.1
19.8
113
0.9
70
118.5
118.1
190
395
30.2
18.9
19.2
112
0.9
71
108
108.2
188
394
27.7
17.3
19.0
112
0.9
71
98
98.3
186
374
26.2
16.4
19.6
107
0.9
66
89.5
89.6
184
373
23.9
15.0
19.5
106
0.9
66
81
81.0
182
371
21.8
13.3
18.9
106
0.9
68
73.5
73.8
180
370
19.8
12.3
19.0
105
0.9
67
67
67.0
178
369
18.0
11.2
18.8
105
0.9
68
61
60.9
182
257
21.7
13.0
24.6
82.4
0.9
11
55
55.1
180
256
19.9
11.4
23.6
81.6
0.9
16
50.5
50.6
179
255
18.3
10.5
23.6
81.3
0.9
16
45.5
45.4
177
254
16.4
9.5
23.5
80.8
0.9
15
39.5
39.6
177
205
16.8
9.4
26.6
73.4
0.8
68
36
35.7
175
204
15.1
8.6
26.7
73.0
0.8
66
32
32.0
174
203
13.5
7.7
26.6
72.6
0.8
65
See C
AN
/CS
A S
16-0
1 C
lause 1
3.3
.2 for
definitio
n o
f to
rsio
nal section p
ropert
ies.
6-8
9
!
yo
r o
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
18
0 -
WT
15
5
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
yI y
Sy
r yJ
Cw
kN
/mm
m2
10
6m
m4
10
3m
m3
mm
mm
10
6m
m4
10
3m
m3
mm
10
3m
m4
10
9m
m6
W
T180
x
28.5
0.2
78
3 6
10
9.7
0
69.4
51.9
39.2
5.5
6
64.7
39.3
1
67
0.1
50
x
25.5
0.2
48
3 2
30
8.7
3
62.8
52.0
39.0
4.8
4
56.6
38.7
1
19
0.1
07
x
22.5
0.2
21
2 8
70
7.9
6
58.6
52.7
40.2
4.0
9
47.8
37.8
79.7
0.0
78 4
W
T180
x
19.5
0.1
92
2 5
00
7.2
8
54.7
54.0
43.8
1.8
8
29.3
27.4
75.3
0.0
56 4
x
16.5
0.1
61
2 0
90
6.1
9
47.6
54.4
44.8
1.4
5
22.9
26.4
42.8
0.0
35 7
W
T155
x
250
2.4
6
31 9
00
79.7
513
50.0
58.7
247
1 4
50
88.0
50 1
00
130
x
227
2.2
3
28 9
00
68.2
446
48.6
55.2
218
1 3
00
86.8
38 3
00
95.7
x
207.5
2.0
4
26 5
00
59.6
397
47.4
52.2
195
1 1
70
85.9
29 5
00
71.9
x
187.5
1.8
4
23 9
00
50.5
343
46.0
48.9
172
1 0
40
84.8
22 3
00
52.5
x
171
1.6
8
21 9
00
43.8
302
44.8
46.1
155
946
84.2
17 4
00
40.0
x
156.5
1.5
4
20 0
00
38.5
269
43.9
43.8
139
852
83.3
13 4
00
30.1
W
T155
x
141.5
1.3
9
18 0
00
33.1
233
42.8
41.1
123
764
82.6
10 1
00
22.1
x
126.5
1.2
4
16 1
00
28.1
202
41.8
38.6
107
673
81.6
7 3
50
15.6
x
113
1.1
1
14 4
00
24.3
176
41.0
36.4
9
4.6
597
81.0
5 3
60
11.1
x
101
0.9
94
12 9
00
21.3
156
40.7
34.6
8
2.9
527
80.1
3 8
60
7.8
2
x
89.5
0.8
77
11 4
00
18.2
135
39.9
32.5
7
1.9
459
79.4
2 6
80
5.3
0
x
79
0.7
73
10 0
00
15.2
114
38.9
30.3
6
2.4
402
78.8
1 8
80
3.6
3
x
71.5
0.7
03
9 1
20
13.5
101
38.4
28.9
5
6.3
365
78.6
1 4
30
2.7
2
x
64.5
0.6
36
8 2
60
12.0
91.8
38.2
27.9
5
0.2
326
78.0
1 0
60
1.9
8
x
59
0.5
76
7 4
90
10.7
82.0
37.8
26.8
4
5.1
294
77.6
7
99
1.4
6
x
53.5
0.5
25
6 8
20
9.7
1
74.7
37.7
26.0
4
0.6
265
77.2
6
07
1.0
9
x
48.5
0.4
75
6 1
70
8.5
9
66.6
37.3
25.0
3
6.4
239
76.9
4
55
0.8
04
W
T155
x
43
0.4
24
5 5
00
7.9
3
61.5
38.0
26.1
2
2.3
175
63.6
4
38
0.5
59
x
39.5
0.3
87
5 0
30
7.3
8
58.1
38.3
26.1
2
0.0
157
63.0
3
28
0.4
13
W
T155
x
37
0.3
63
4 7
10
7.8
0
62.3
40.7
29.7
1
1.7
114
49.9
3
58
0.3
32
x
33.5
0.3
25
4 2
20
6.8
8
55.3
40.3
28.8
1
0.3
101
49.5
2
60
0.2
36
x
30
0.2
90
3 7
70
6.0
5
48.7
40.0
27.7
9.1
4
90.1
49.2
1
89
0.1
67
W
T155
x
26
0.2
57
3 3
40
6.6
6
52.9
44.7
33.1
5.1
3
61.4
39.2
1
54
0.1
18
x
22.5
0.2
19
2 8
50
5.6
4
45.2
44.5
32.2
4.2
7
51.5
38.7
95.5
0.0
72 3
x
19.5
0.1
90
2 4
70
4.8
2
39.0
44.2
31.4
3.6
3
44.0
38.4
62.8
0.0
46 8
W
T155
x
16.5
0.1
61
2 0
90
4.9
2
42.7
48.5
41.7
0.9
59
18.8
21.4
60.7
0.0
37 1
x
14
0.1
39
1 8
10
4.2
7
37.8
48.6
42.1
0.7
90
15.5
20.9
37.8
0.0
25 7
x
12
0.1
17
1 5
20
3.6
7
33.8
49.1
44.6
0.5
78
11.4
19.5
21.2
0.0
18 5
x
10.5
0.1
04
1 3
50
3.2
5
30.3
49.1
45.0
0.4
91
9.7
319.1
14.6
0.0
13 6
6-9
0
Desig
nation
Dead
Load
Are
a
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
18
0 -
WT
15
5
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Nom
inal
Mass
Theore
tical
Mass
Depth
.
Fla
nge
Wid
th
Fla
nge
Thic
kness
Ste
m
Thic
kness
db
tw
kg/m
kg/m
mm
mm
mm
mm
mm
mm
28.5
28.3
179
172
13.1
7.9
32.6
72.8
0.7
99
25.5
25.3
178
171
11.6
7.2
33.2
72.8
0.7
93
22.5
22.5
176
171
9.8
6.9
35.3
73.8
0.7
71
19.5
19.6
177
128
10.7
6.5
38.5
71.8
0.7
13
16.5
16.4
175
127
8.5
5.8
40.6
72.8
0.6
90
250
250.4
214
340
75.1
45.1
21.1
103
0.9
58
227
227.1
208
336
68.7
41.3
20.8
102
0.9
58
207.5
207.7
202
334
62.7
38.9
20.8
100
0.9
57
187.5
187.5
196
330
57.2
35.4
20.3
98.6
0.9
58
171
171.6
191
328
52.6
32.6
19.8
97.4
0.9
59
156.5
156.7
187
325
48.3
30.0
19.6
96.2
0.9
58
141.5
141.6
183
322
44.1
26.9
19.1
95.0
0.9
60
126.5
126.5
178
319
39.6
24.4
18.8
93.6
0.9
60
113
113.4
174
317
35.6
22.1
18.6
92.6
0.9
60
101
101.4
171
315
31.8
20.1
18.7
91.8
0.9
59
89.5
89.4
167
313
28.1
18.0
18.5
90.8
0.9
59
79
78.8
164
310
25.1
15.5
17.8
89.7
0.9
61
71.5
71.6
162
309
22.9
14.0
17.5
89.2
0.9
62
64.5
64.8
159
308
20.6
13.1
17.6
88.6
0.9
60
59
58.8
157
307
18.7
11.9
17.4
88.1
0.9
61
53.5
53.5
156
306
17.0
10.9
17.5
87.7
0.9
60
48.5
48.4
154
305
15.4
9.9
17.3
87.2
0.9
61
43
43.2
155
254
16.3
9.1
18.0
76.2
0.9
44
39.5
39.5
153
254
14.6
8.8
18.8
76.1
0.9
39
37
37.0
155
205
16.3
9.4
21.6
67.9
0.8
99
33.5
33.2
153
204
14.6
8.5
21.5
67.4
0.8
98
30
29.6
152
203
13.1
7.5
21.2
66.9
0.9
00
26
26.2
159
167
13.2
7.6
26.5
65.1
0.8
35
22.5
22.3
157
166
11.2
6.6
26.6
64.7
0.8
31
19.5
19.4
155
165
9.7
5.8
26.5
64.3
0.8
30
16.5
16.4
157
102
10.8
6.6
36.3
64.3
0.6
81
14
14.2
155
102
8.9
6.0
37.6
64.9
0.6
64
12
11.9
153
101
6.7
5.6
41.3
67.1
0.6
21
10.5
10.6
152
101
5.7
5.1
42.2
67.5
0.6
09
See C
AN
/CS
A S
16-0
1 C
lause 1
3.3
.2 for
definitio
n o
f to
rsio
nal section p
ropert
ies.
6-9
1
yo
!
r o
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
12
5 -
WT
10
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
yI y
Sy
r yJ
Cw
kN
/mm
m2
10
6m
m4
10
3m
m3
mm
mm
10
6m
m4
10
3m
m3
mm
10
3m
m4
10
9m
m6
W
T125
x
83.5
0.8
22
10 7
00
12.1
106
33.7
30.8
4
9.4
373
68.0
3 1
40
4.5
8
x
74.5
0.7
31
9 4
90
10.2
91.3
32.9
28.8
4
3.1
328
67.4
2 2
50
3.1
9
x
65.5
0.6
44
8 3
60
8.7
3
78.7
32.3
27.0
3
7.2
285
66.7
1 5
60
2.1
5
x
57.5
0.5
63
7 3
20
7.3
4
66.8
31.7
25.2
3
2.0
247
66.2
1 0
60
1.4
3
x
50.5
0.4
96
6 4
40
6.1
7
57.0
31.0
23.6
2
7.7
216
65.6
7
41
0.9
73
x
44.5
0.4
39
5 7
00
5.3
9
50.2
30.7
22.5
2
4.2
189
65.1
5
17
0.6
64
x
40
0.3
93
5 1
00
4.6
1
43.2
30.1
21.2
2
1.6
169
65.0
3
77
0.4
77
x
36.5
0.3
58
4 6
50
4.1
7
39.2
30.0
20.5
1
9.4
153
64.6
2
87
0.3
56
W
T125
x
33.5
0.3
30
4 2
80
4.3
4
41.0
31.8
23.2
1
1.1
109
51.0
3
12
0.2
63
x
29
0.2
86
3 7
10
3.6
8
35.5
31.5
22.2
9.4
2
92.8
50.4
2
04
0.1
67
x
24.5
0.2
41
3 1
30
3.2
5
32.0
32.2
22.3
7.5
6
74.9
49.2
1
20
0.0
94 9
W
T125
x
22.5
0.2
20
2 8
60
3.8
6
36.7
36.7
27.8
3.5
2
47.5
35.1
1
30
0.0
74 1
x
19.5
0.1
90
2 4
60
3.2
6
31.3
36.4
26.7
2.9
7
40.4
34.7
84.1
0.0
46 7
x
16.5
0.1
61
2 0
80
2.8
5
28.1
37.0
27.3
2.3
6
32.4
33.7
49.1
0.0
28 4
W
T125
x
14
0.1
40
1 8
10
2.7
9
28.7
39.2
32.6
0.8
88
17.4
22.1
48.2
0.0
21 6
x
12.5
0.1
25
1 6
20
2.5
6
26.8
39.8
33.6
0.7
46
14.6
21.5
32.5
0.0
16 6
x
11
0.1
10
1 4
30
2.2
7
24.5
39.9
34.6
0.6
13
12.0
20.7
21.6
0.0
12 6
x
9 0
.088
1 1
40
1.8
3
20.0
40.1
34.8
0.4
57
9.0
4
20.0
11.2
0.0
06 8
W
T100
x
50
0.4
89
6 3
40
4.6
1
50.6
27.0
23.9
1
8.3
174
53.7
1 0
40
0.9
49
x
43
0.4
25
5 5
20
3.8
0
42.8
26.2
22.2
1
5.7
150
53.3
6
94
0.6
17
x
35.5
0.3
50
4 5
50
2.8
6
32.5
25.1
19.8
1
2.7
123
52.8
4
07
0.3
49
x
29.5
0.2
91
3 7
80
2.3
9
27.7
25.1
18.7
1
0.2
99.5
52.0
2
31
0.1
91
x
26
0.2
56
3 3
30
2.0
0
23.4
24.5
17.5
8.9
2
87.4
51.8
1
61
0.1
30
x
23
0.2
26
2 9
30
1.7
9
21.1
24.7
17.0
7.6
7
75.6
51.2
1
10
0.0
86 6
W
T100
x
21
0.2
05
2 6
60
1.7
8
21.2
25.9
18.8
4.5
0
54.2
41.2
1
11
0.0
61 7
x
18
0.1
76
2 2
90
1.4
8
17.7
25.4
17.7
3.8
2
46.3
40.9
72.5
0.0
38 9
W
T100
x
15.5
0.1
54
2 0
00
1.6
3
19.4
28.5
21.1
2.0
5
30.6
32.0
59.4
0.0
25 0
x
13.5
0.1
31
1 7
00
1.4
3
17.3
29.1
21.3
1.6
5
24.8
31.2
35.5
0.0
15 1
W
T100
x
11
0.1
10
1 4
30
1.3
6
17.5
30.9
25.3
0.7
10
13.9
22.3
28.1
0.0
10 2
x
9.5
0.0
96
1 2
40
1.2
2
16.0
31.3
26.1
0.5
77
11.3
21.6
18.0
0.0
07 2
x
7.5
0.0
73
952
0.8
85
11.7
30.5
24.1
0.4
34
8.6
9
21.4
8.7
5
0.0
03 0
6-9
2
Are
aD
esig
nation
Dead
Load
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
12
5 -
WT
10
0
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Nom
inal
Mass
Theore
tical
Mass
Depth
.
Fla
nge
Wid
th
Fla
nge
Thic
kness
Ste
m
Thic
kness
db
tw
kg/m
kg/m
mm
mm
mm
mm
mm
mm
83.5
83.8
145
265
31.8
19.2
14.9
77.4
0.9
63
74.5
74.5
141
263
28.4
17.3
14.6
76.4
0.9
63
65.5
65.6
138
261
25.1
15.4
14.5
75.6
0.9
63
57.5
57.4
135
259
22.1
13.5
14.2
74.7
0.9
64
50.5
50.6
132
257
19.6
11.9
13.8
73.9
0.9
65
44.5
44.8
130
256
17.3
10.7
13.9
73.4
0.9
64
40
40.1
128
255
15.6
9.4
13.4
72.9
0.9
66
36.5
36.5
127
254
14.2
8.6
13.4
72.5
0.9
66
33.5
33.6
129
204
15.7
8.9
15.4
62.0
0.9
39
29
29.1
126
203
13.5
8.0
15.5
61.4
0.9
37
24.5
24.6
124
202
11.0
7.4
16.8
61.1
0.9
25
22.5
22.5
133
148
13.0
7.6
21.3
55.1
0.8
51
19.5
19.3
131
147
11.2
6.6
21.1
54.5
0.8
50
16.5
16.4
129
146
9.1
6.1
22.7
54.9
0.8
29
14
14.2
130
102
10.0
6.4
27.6
52.9
0.7
27
12.5
12.7
129
102
8.4
6.1
29.4
53.9
0.7
02
11
11.2
127
102
6.9
5.8
31.1
54.7
0.6
76
9
8.9
126
101
5.3
4.8
32.1
55.1
0.6
60
50
49.8
115
210
23.7
14.5
12.1
61.3
0.9
61
43
43.4
111
209
20.6
13.0
11.9
60.6
0.9
61
35.5
35.7
108
206
17.4
10.2
11.1
59.5
0.9
65
29.5
29.7
105
205
14.2
9.1
11.6
58.9
0.9
61
26
26.1
103
204
12.6
7.9
11.2
58.4
0.9
63
23
23.0
102
203
11.0
7.2
11.5
58.0
0.9
61
21
20.9
103
166
11.8
7.2
12.9
50.3
0.9
35
18
18.0
101
165
10.2
6.2
12.6
49.7
0.9
36
15.5
15.7
105
134
10.2
6.4
16.0
45.8
0.8
77
13.5
13.3
104
133
8.4
5.8
17.1
45.9
0.8
62
11
11.2
103
102
8.0
6.2
21.3
43.6
0.7
61
9.5
9.7
102
102
6.5
5.8
22.8
44.3
0.7
34
7.5
7.5
100
100
5.2
4.3
21.5
43.0
0.7
50
See C
AN
/CS
A S
16-0
1 C
lause 1
3.3
.2 for
definitio
n o
f to
rsio
nal section p
ropert
ies.
6-9
3
yo
!
r o
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
75
- W
T5
0
PR
OP
ER
TIE
S
Axis
X-X
Axis
Y-Y
Tors
ional
Consta
nt
Warp
ing
Consta
nt
I xS
xr x
yI y
Sy
r yJ
Cw
kN
/mm
m2
10
6m
m4
10
3m
m3
mm
mm
10
6m
m4
10
3m
m3
mm
10
3m
m4
10
9m
m6
W
T75
x
18.5
0.1
83
2 3
70
0.9
47
14.5
20.0
15.5
3.5
3
45.9
38.6
97.9
0.0
45 9
x
15
0.1
47
1 9
00
0.7
25
11.3
19.5
14.1
2.7
8
36.3
38.2
51.4
0.0
23 2
x
11
0.1
10
1 4
30
0.5
81
9.3
8
20.2
14.1
1.9
3
25.4
36.8
21.6
0.0
09 1
W
T75
x
12
0.1
18
1 5
30
0.7
08
11.3
21.5
17.3
0.9
13
17.9
24.4
46.4
0.0
11 4
x
9 0
.088
1 1
40
0.5
44
9.1
6
21.8
17.1
0.6
29
12.3
23.5
18.6
0.0
04 7
x
7 0
.067
8
66
0.3
95
6.6
8
21.4
15.8
0.4
59
9.1
8
23.0
8.5
0
0.0
02 0
W
T65
x
14
0.1
38
1 8
00
0.4
26
8.0
2
15.4
12.4
1.9
1
29.8
32.6
65.4
0.0
20 8
x
12
0.1
16
1 5
10
0.3
50
6.7
4
15.2
11.6
1.5
5
24.5
32.1
39.4
0.0
12 0
W
T50
x
9.5
0.0
95
1 2
40
0.2
21
5.2
8
13.4
11.2
0.8
03
15.6
25.5
31.5
0.0
06 3
6-9
4
Dead
Load
Are
aD
esig
nation
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
ST
RU
CT
UR
AL
TE
ES
Cu
t fr
om
W S
ha
pe
s
WT
75
- W
T5
0
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Nom
inal
Mass
Theore
tical
Mass
Depth
.
Fla
nge
Wid
th
Fla
nge
Thic
kness
Ste
m
Thic
kness
db
tw
kg/m
kg/m
mm
mm
mm
mm
mm
mm
18.5
18.6
81.0
154
11.6
8.1
9.6
7
44.5
0.9
53
15
14.9
78.5
153
9.3
6.6
9.5
0
43.9
0.9
53
11
11.2
76.0
152
6.6
5.8
10.8
43.3
0.9
38
12
12.0
80.0
102
10.3
6.6
12.1
34.7
0.8
78
9
9.0
76.5
102
7.1
5.8
13.5
34.8
0.8
49
7
6.8
75.0
100
5.5
4.3
13.0
34.0
0.8
53
14
14.1
65.5
128
10.9
6.9
6.9
7
36.7
0.9
64
12
11.9
63.5
127
9.1
6.1
7.0
7
36.2
0.9
62
9.5
9.7
53.0
103
8.8
7.1
6.8
0
29.6
0.9
47
See C
AN
/CS
A S
16-0
1 C
lause 1
3.3
.2 for
definitio
n o
f to
rsio
nal section p
ropert
ies.
6-9
5
yo
!
r o
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-9
6
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
SP
RO
DU
CE
D T
O C
SA
G4
0.2
0
Gen
era
l
Holl
ow
Str
uct
ura
l S
ecti
ons
(HS
S)
are
pro
duce
d i
n C
anad
a to
the
requir
emen
ts o
f th
e
CS
A G
40.2
0 S
tandar
d t
o e
ither
Cla
ss C
or
Cla
ss H
, fr
om
ste
el m
eeti
ng t
he
requir
emen
ts
of
the
CS
A G
40.2
1 m
ater
ial
Sta
ndar
d.
The
norm
al g
rade
of
stee
l use
d i
s G
40.2
1 3
50W
.
See
pag
es
6-1
5
and
6-1
6
for
des
crip
tions
of
the
clas
s of
HS
S
and
for
dat
a on
man
ufa
cturi
ng t
ole
rance
s. R
ound s
ecti
ons
pro
duce
d i
n a
ccord
ance
wit
h c
om
mon p
ipe
spec
ific
atio
ns
may
som
etim
es b
e use
d a
s st
ruct
ura
l m
emb
ers,
but
are
not
clas
sifi
ed a
s
HS
S (
see
pag
e 6
-99
).
Pro
pert
ies a
nd
Dim
en
sio
ns
The
table
s of
pro
per
ties
and d
imen
sions
on p
ages
6-1
00 t
o 6
-105 i
ncl
ude
rect
angula
r,
squar
e an
d
round
HS
S
curr
entl
y
pro
duce
d
in
Can
ada.
T
he
des
ignat
ions
(e.g
.
HS
S1
27
x7
6x
6.4
Cla
ss C
) u
sed t
hro
ughout
this
Han
dbook s
hould
be
use
d b
y d
esig
ner
s
and d
etai
lers
when
cal
ling u
p H
SS
, as
non-C
anad
ian H
SS
may
dif
fer
in n
ame,
siz
e,
des
ignat
ion, to
lera
nce
s an
d m
ater
ial
gra
de
from
those
pro
duce
d i
n C
anad
a.
Sec
tion p
roper
ties
giv
en i
n t
he
foll
ow
ing t
able
s fo
r sq
uar
e an
d r
ecta
ngula
r se
ctio
ns
are
bas
ed o
n a
n i
nte
rior
corn
er r
adiu
s ta
ken
equal
to t
he
wal
l th
icknes
s, a
nd o
n a
n
exte
rior
corn
er r
adiu
s ta
ken
equal
to t
wic
e th
e w
all
thic
knes
s.
Man
ufa
ctu
re
HS
S p
roduce
d t
o t
he
CS
A G
40.2
0 S
tandar
d m
ay b
e m
anufa
cture
d u
sing e
ither
a
seam
less
or
a w
eldin
g
pro
cess
. S
eam
less
pro
duct
s ar
e pro
duce
d
by
pie
rcin
g
soli
d
mat
eria
l to
fo
rm
a tu
be
or
by
an
ex
trusi
on-t
ype
pro
cess
. W
elded
pro
duct
s ar
e
man
ufa
cture
d fr
om
fl
at-r
oll
ed st
eel
whic
h is
fo
rmed
an
d jo
ined
by
var
ious
wel
din
g
pro
cess
es i
nto
a t
ubula
r sh
ape.
The
tubula
r sh
ape
is t
hen
eit
her
cold
-form
ed o
r hot-
form
ed t
o t
he
final
shap
e an
d,
if c
old
-form
ed,
may
be
subse
quen
tly
str
ess
reli
eved
. C
lass
H s
ecti
ons
are
eith
er h
ot-
form
ed t
o f
inal
shap
e, o
r ar
e co
ld-f
orm
ed t
o f
inal
shap
e an
d
then
str
ess
reli
eved
. C
lass
C s
ecti
ons
are
gen
eral
ly m
ore
rea
dil
y a
vai
lable
than
cla
ss H
sect
ions,
though C
lass
H s
ecti
ons
hav
e gre
ater
res
ista
nce
in d
irec
t co
mpre
ssio
n.
Outs
ide
dim
ensi
ons
for
HS
S a
re c
onst
ant
for
all
size
s in
th
e sa
me
size
ran
ge,
wit
h t
he
insi
de
dim
ensi
ons
chan
gin
g w
ith m
ater
ial
thic
knes
s.
Av
ail
ab
ilit
y
Sin
ce
the
sect
ions
list
ed
in
this
H
andbook
are
those
bes
t su
ited
fo
r st
ruct
ura
l
appli
cati
ons,
des
igner
s m
ay w
ish t
o c
onsu
lt t
he
cata
logues
of
HS
S p
roduce
rs s
upply
ing
HS
S t
o t
hei
r re
gio
n o
f th
e co
untr
y f
or
sect
ions
not
list
ed h
erei
n.
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-9
7
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
SP
RO
DU
CE
D T
O A
ST
M A
50
0
Man
ufa
ctu
re
Man
ufa
cture
rs o
f H
oll
ow
Str
uct
ura
l S
ecti
ons
(HS
S)
may
pro
duce
HS
S t
o m
eet
the
requir
emen
ts o
f ei
ther
the
CA
N/C
SA
Sta
ndar
d G
40.2
0/G
40.2
1,
usu
ally
gra
de
350W
, or
AS
TM
S
pec
ific
atio
n
A500
Gra
de
C.
The
avai
labil
ity
of
HS
S
to
eith
er
stan
dar
d
or
spec
ific
atio
n v
arie
s ac
ross
the
dif
fere
nt
regio
ns
of
Can
ada.
Whil
e des
igns
usi
ng C
AN
/CS
A S
tandar
d G
40.2
0/G
40.2
1 G
rade
350W
wil
l gen
eral
ly
resu
lt
in
a li
ghte
r over
all
stee
l st
ruct
ure
th
an
those
usi
ng
AS
TM
A
500
gra
de
C,
CA
N/C
SA
G
40.2
1
350W
m
ay
not
be
avai
lable
in
th
e quan
titi
es
and
tim
e fr
ame
envis
aged
for
a sp
ecif
ic p
roje
ct i
n s
om
e re
gio
ns
of
Can
ada.
HS
S m
anufa
cture
d t
o A
ST
M S
tandar
d A
500 G
rade
C a
re n
ot
equiv
alen
t to
HS
S
mee
ting t
he
requir
emen
ts o
f C
SA
G40.2
1 g
rade
350W
. If
HS
S p
roduce
d t
o A
500 a
re
off
ered
as
a su
bst
itute
, it
would
be
pru
den
t to
ass
ess
the
infl
uen
ce o
f th
e dif
fere
nce
s th
at
aris
e fr
om
a p
oss
ible
dif
fere
nce
in w
all
thic
knes
s an
d m
ater
ial
stre
ngth
s. I
nfo
rmat
ion o
n
des
ign is
sues
re
late
d to
th
is su
bst
ituti
on m
ay be
found on C
ISC
's In
tern
et w
ebsi
te,
www.cisc-icca.ca.
Pro
pert
ies a
nd
Dim
en
sio
ns
The
table
s of
pro
per
ties
and d
imen
sio
ns
on p
ages
6-1
06 t
o 6
-111 h
ave
bee
n p
repar
ed
assu
min
g t
hat
the
thic
knes
s of
the
HS
S p
roduce
d t
o A
ST
M A
500 G
rade
C w
ill
be
at t
he
low
er
end
of
the
wal
l th
icknes
s to
lera
nce
per
mit
ted
by
th
at
spec
ific
atio
n.
Unli
ke
CA
N/C
SA
Sta
ndar
d G
40.2
0/G
40.2
1,
the
AS
TM
A500 s
pec
ific
atio
n h
as n
o t
ole
rance
for
mas
s an
d h
as a
tole
rance
of
± 1
0%
on t
he
wal
l th
icknes
s. T
his
dif
fere
nce
has
bee
n t
he
subje
ct o
f tw
o l
ette
rs f
rom
CIS
C's
Pre
siden
t, M
r. H
. A
. K
rentz
, in
1995 a
nd 1
996.
Thes
e
lett
ers
are
post
ed o
n C
ISC
's w
ebsi
te, www.cisc-icca.ca.
Ther
efore
, th
ese
table
s in
clude
a new
quan
tity
ter
med
the
"Des
ign W
all
Thic
knes
s".
This
D
esig
n W
all
Thic
knes
s is
ta
ken
as
0.9
0 ti
mes
th
e no
min
al w
all
thic
knes
s. T
he
nom
inal
wal
l th
icknes
s is
the
thic
knes
s th
at h
as b
een p
ubli
shed
in p
revio
us
table
s as
the
"wal
l th
icknes
s" a
nd, w
hen
rounded
, fo
rms
the
thir
d t
erm
of
the
HS
S d
esig
nat
ion.
Wit
h t
he
exce
pti
on o
f th
e M
ass
and t
he
Dea
d L
oad
, th
e val
ues
of
Pro
per
ties
and
Dim
ensi
ons
publi
shed
in t
he
foll
ow
ing t
able
s w
ere
com
pute
d b
ased
on t
he
val
ue
of
the
"Des
ign W
all
Thic
knes
s".
Info
rmati
on
on
AS
TM
A500 G
rad
e C
The
foll
ow
ing i
nfo
rmat
ion i
s ta
ken
fro
m A
ST
M A
500 -
03,
Sta
ndar
d S
pec
ific
atio
n
for
Cold
-Form
ed W
elded
and S
eam
less
Car
bon S
teel
Str
uct
ura
l T
ubin
g i
n R
ounds
and
Shap
es.
For
com
ple
te i
nfo
rmat
ion o
n H
SS
pro
duce
d t
o A
ST
M A
500 G
rade
C,
ple
ase
refe
r to
the
actu
al s
pec
ific
atio
n.
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-9
8
Mech
an
ical
Pro
pert
ies o
f A
ST
M A
500 G
rad
e C
Ste
el
*
HS
S S
hap
e
** F
y (
min
) F
u (
min
)
Ro
un
d H
SS
3
17
MP
a
42
7 M
Pa
Sq
ua
re a
nd
Recta
ngu
lar
HS
S
34
5 M
Pa
4
27
MP
a
* C
lause 1
.2 N
ote
1: P
roducts
manufa
ctu
red to this
specific
ation m
ay n
ot be s
uitable
for
those a
pplic
ations
su
ch
as d
yn
am
ica
lly lo
ad
ed
ele
me
nts
in
we
lde
d s
tru
ctu
res, etc
., w
here
lo
w-t
em
pera
ture
notc
h-t
oughness
pro
pert
ies m
ay b
e im
port
ant.
** C
lause 1
5.3
T
he y
ield
str
ength
corr
espondin
g to a
n o
ffset o
f 0.2
% o
f th
e g
age length
or
to a
tota
l exte
nsio
n
under
load o
f 0.5
% o
f th
e g
ag
e le
ng
th s
hall
be
de
term
ine
d.
Ch
em
ica
l C
om
po
sit
ion
of
AS
TM
A500 G
rad
e C
Ste
el
Co
mp
osit
ion
, %
Ele
men
t
Heat A
naly
sis
P
roduct A
naly
sis
Carb
on, m
ax
0.2
30.2
7
Manganese, m
ax
1.3
51.4
0
Phosph
oru
s, m
ax
0.0
35
0.0
45
Sulp
hur,
max
0.0
35
0.0
45
Co
pp
er
(wh
en
sp
ecifie
d)
0.2
00
.18
Man
ufa
ctu
rin
g T
ole
ran
ces o
f A
ST
M A
500 S
teel
Wall
Thic
kness: ±
10%
Mass: n
one r
equired
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-9
9
PIP
E
Pro
per
ties
and d
imen
sions
for
pip
e pro
vid
ed i
n t
he
table
on p
age
6-1
12 h
ave
bee
n
soft
-conver
ted t
o m
etri
c fr
om
the
AS
TM
A53 "
Sta
ndar
d S
pec
ific
atio
n f
or
Pip
e, S
teel
,
Bla
ck an
d H
ot-
Dip
ped
, Z
inc-
Coat
ed,
Wel
ded
an
d S
eam
less
". A
lthough not
a norm
al
stru
ctura
l qual
ity
ste
el,
pip
e pro
duce
d i
n a
ccord
ance
wit
h t
he
AS
TM
A53 S
tandar
d i
s
avai
lable
in t
hre
e ty
pes
and t
wo g
rades
, w
ith s
pec
ifie
d m
inim
um
yie
ld s
tren
gth
s of
205 o
r
240
MP
a.
Thes
e ar
e co
nsi
der
ably
lo
wer
th
an
350
MP
a gen
eral
ly
use
d
for
Holl
ow
Str
uct
ura
l S
ecti
ons.
Siz
e an
d w
all
thic
knes
s of
seam
less
and w
elded
mil
l pip
e up t
o 3
23.9
mm
outs
ide
dia
met
er
per
mit
th
read
ing
the
ends
for
join
ing
length
s w
ith
coupli
ngs
or
oth
er
connec
tors
. T
he
wal
l th
icknes
s of
mil
l pip
e has
bee
n e
xpre
ssed
in t
erm
s of
"sta
ndar
d
wal
l" (
ST
D),
"ex
tra
stro
ng
" (X
S),
"double
extr
a st
rong"
(XX
S),
and i
n t
erm
s of
"sch
edule
num
ber
s" (
Sch
). S
TD
is
the
sam
e as
Sch
40 f
or
all
size
s up t
o a
nd i
ncl
udin
g 2
73.1
mm
outs
ide
dia
met
er;
XS
is
the
sam
e as
Sch
80 f
or
all
size
s up t
o a
nd i
ncl
udin
g 2
19.1
mm
outs
ide
dia
met
er;
and X
XS
is
the
nex
t hea
vie
r pip
e to
the
Sch
160 p
ipe
for
all
size
s up t
o
and i
ncl
udin
g 1
68.3
mm
outs
ide
dia
met
er.
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
CS
A G
40
.20
Re
cta
ng
ula
r
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Axis
X-X
Axis
Y-Y
To
rsio
na
l
Co
nsta
nt
Sh
ea
r
Co
nsta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
rt
mm
x m
m x
mm
mm
kg
/mkN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
mm
2
HS
S 3
56x254
x16†
15.8
8
139
1.3
6
17 7
00
303
1 7
00
131
2 0
90
179
1 4
10
101
1 6
60
368 0
00
9 2
80
x13
12.7
0
113
1.1
1
14 4
00
253
1 4
20
132
1 7
30
150
1 1
80
102
1 3
70
304 0
00
7 7
40
x9.5
9.5
3
86.5
0.8
49
11 0
00
198
1 1
20
134
1 3
40
118
931
104
1 0
60
235 0
00
6 0
50
HS
S 3
05x203
x16†
15.8
8
114
1.1
1
14 5
00
174
1 1
40
110
1 4
30
92.2
907
79.8
1 0
80
200 0
00
7 6
60
x13
12.7
0
93.0
0.9
12
11 8
00
147
964
111
1 1
90
78.2
769
81.2
8
97
167 0
00
6 4
50
x9.5
9.5
3
71.3
0.7
00
9 0
90
116
762
113
926
62.1
611
82.7
7
01
130 0
00
5 0
80
x8.0
7.9
5
60.1
0.5
90
7 6
60
99.4
652
114
787
53.3
525
83.4
5
96
110 0
00
4 3
40
x6.4
6.3
5
48.6
0.4
76
6 1
90
81.5
535
115
640
43.8
431
84.1
4
86
89 7
00
3 5
50
HS
S 2
54x152
x16†
15.8
8
88.3
0.8
66
11 2
00
87.8
691
88.3
8
88
38.9
511
58.8
6
19
91 9
00
6 0
50
x13
12.7
0
72.7
0.7
13
9 2
60
75.2
592
90.1
7
47
33.6
442
60.3
5
22
77 7
00
5 1
60
x9.5
9.5
3
56.1
0.5
51
7 1
50
60.4
475
91.9
5
89
27.2
357
61.7
4
13
61 4
00
4 1
10
x8.0
7.9
5
47.5
0.4
66
6 0
50
52.0
410
92.7
5
03
23.6
309
62.4
3
54
52 5
00
3 5
30
x6.4
6.3
5
38.4
0.3
77
4 9
00
42.9
338
93.6
4
11
19.5
256
63.1
2
90
42 9
00
2 9
00
HS
S 2
03x152
x13
12.7
0
62.6
0.6
14
7 9
70
43.0
423
73.4
5
28
27.3
359
58.6
4
32
56 0
00
3 8
70
x9.5
9.5
3
48.5
0.4
76
6 1
80
34.8
343
75.1
4
20
22.3
292
60.0
3
44
44 4
00
3 1
50
x8.0
7.9
5
41.1
0.4
03
5 2
40
30.2
297
75.9
3
60
19.3
254
60.8
2
95
38 1
00
2 7
30
x6.4
6.3
5
33.4
0.3
27
4 2
50
25.0
246
76.7
2
95
16.1
211
61.5
2
43
31 2
00
2 2
60
x4.8
4.7
8
25.5
0.2
50
3 2
50
19.5
192
77.5
2
28
12.6
165
62.2
1
88
24 1
00
1 7
60
HS
S 2
03x102
x13
12.7
0
52.4
0.5
15
6 6
80
31.3
308
68.4
4
05
10.2
201
39.1
2
46
26 7
00
3 8
70
x9.5
9.5
3
40.9
0.4
01
5 2
10
25.8
254
70.3
3
26
8.5
7
169
40.5
1
99
21 7
00
3 1
50
x8.0
7.9
5
34.8
0.3
41
4 4
30
22.5
221
71.2
2
81
7.5
4
148
41.3
1
72
18 8
00
2 7
30
x6.4
6.3
5
28.3
0.2
78
3 6
10
18.8
185
72.2
2
32
6.3
5
125
42.0
1
43
15 6
00
2 2
60
x4.8
4.7
8
21.7
0.2
13
2 7
60
14.7
145
73.1
1
80
5.0
3
99.0
42.7
1
11
12 1
00
1 7
60
HS
S 1
78x127
x13
12.7
0
52.4
0.5
15
6 6
80
26.4
297
62.9
3
78
15.5
244
48.1
2
98
33 3
00
3 2
30
x9.5
9.5
3
40.9
0.4
01
5 2
10
21.7
244
64.6
3
03
12.8
202
49.6
2
40
26 8
00
2 6
60
x8.0
7.9
5
34.8
0.3
41
4 4
30
19.0
213
65.4
2
61
11.2
177
50.3
2
07
23 0
00
2 3
20
x6.4
6.3
5
28.3
0.2
78
3 6
10
15.8
178
66.2
2
16
9.4
0
148
51.1
1
71
19 0
00
1 9
40
x4.8
4.7
8
21.7
0.2
13
2 7
60
12.4
140
67.1
1
68
7.4
1
117
51.8
1
33
14 7
00
1 5
20
HS
S 1
52x102
x13
12.7
0
42.3
0.4
15
5 3
90
14.7
193
52.2
2
52
7.6
7
151
37.7
1
89
17 5
00
2 5
80
x9.5
9.5
3
33.3
0.3
27
4 2
40
12.4
162
54.0
2
06
6.5
1
128
39.2
1
55
14 4
00
2 1
80
x8.0
7.9
5
28.4
0.2
79
3 6
20
10.9
143
54.8
1
79
5.7
6
113
39.9
1
35
12 5
00
1 9
20
x6.4
6.3
5
23.2
0.2
28
2 9
60
9.1
9
121
55.7
1
48
4.8
8
96.2
40.6
1
12
10 4
00
1 6
10
x4.8
4.7
8
17.9
0.1
75
2 2
80
7.2
8
95.6
56.5
1
16
3.8
9
76.6
41.3
87.8
8 1
50
1 2
70
* D
epth
x W
idth
x T
hic
kness, see p
age 6
-19.
† C
heck a
vaila
bili
ty
Note
: C
rt is the r
atio o
f applie
d s
hear
forc
e to m
axim
um
shear
str
ess for
the s
trong b
endin
g a
xis
.
6-1
00
Are
aD
esig
nation*
Wall
Thic
k-
ness
Mass
Dead
Load
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
CS
A G
40
.20
Re
cta
ng
ula
r
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Axis
X-X
Axis
Y-Y
To
rsio
na
l
Co
nsta
nt
Sh
ea
r
Co
nsta
nt
I xS
xr x
Zx
I yS
yr y
Zy
JC
rt
mm
x m
m x
mm
mm
kg
/mkN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
mm
2
H
SS
152x76
x13
12.7
0
37.3
0.3
65
4 7
50
11.5
152
49.3
2
07
3.7
1
97.3
28.0
124
9 9
60
2 5
80
x9.5
9.5
3
29.5
0.2
90
3 7
60
9.8
9
130
51.3
1
71
3.2
4
85.0
29.4
104
8 4
50
2 1
80
x8.0
7.9
5
25.3
0.2
48
3 2
20
8.7
9
115
52.3
1
49
2.9
1
76.3
30.1
91.2
7 4
50
1 9
20
x6.4
6.3
5
20.7
0.2
03
2 6
40
7.4
7
98.0
53.2
1
25
2.5
0
65.5
30.8
76.6
6 2
70
1 6
10
x4.8
4.7
8
16.0
0.1
57
2 0
40
5.9
6
78.2
54.1
98.1
2.0
2
52.9
31.5
60.5
4 9
50
1 2
70
H
SS
127x76
x9.5
9.5
3
25.7
0.2
52
3 2
80
6.1
3
96.5
43.3
1
26
2.7
0
70.8
28.7
87.8
6 5
00
1 6
90
x8.0
7.9
5
22.1
0.2
17
2 8
20
5.4
9
86.5
44.2
1
11
2.4
4
63.9
29.4
77.4
5 7
50
1 5
10
x6.4
6.3
5
18.2
0.1
78
2 3
20
4.7
0
74.1
45.1
93.4
2.1
0
55.2
30.1
65.3
4 8
60
1 2
90
x4.8
4.7
8
14.1
0.1
38
1 7
90
3.7
8
59.6
45.9
73.8
1.7
1
44.8
30.8
51.8
3 8
50
1 0
30
H
SS
102x76
x9.5
9.5
3
21.9
0.2
15
2 7
90
3.4
2
67.4
35.0
87.9
2.1
6
56.6
27.8
71.6
4 6
30
1 2
10
x8.0
7.9
5
18.9
0.1
86
2 4
10
3.1
0
61.1
35.9
77.9
1.9
6
51.5
28.5
63.6
4 1
20
1 1
10
x6.4
6.3
5
15.6
0.1
53
1 9
90
2.6
9
52.9
36.7
66.0
1.7
1
44.8
29.3
54.0
3 5
00
968
x4.8
4.7
8
12.2
0.1
19
1 5
50
2.1
8
43.0
37.5
52.6
1.3
9
36.6
30.0
43.1
2 7
80
789
x3.2
3.1
8
8.3
5
0.0
82
1 0
60
1.5
7
30.8
38.4
37.0
1.0
1
26.4
30.7
30.4
1 9
50
565
H
SS
102x51
x9.5
9.5
3
18.1
0.1
78
2 3
10
2.3
9
47.1
32.2
65.6
0.7
62
30.0
18.2
39.2
2 0
70
1 2
10
x8.0
7.9
5
15.8
0.1
55
2 0
10
2.2
1
43.6
33.2
59.0
0.7
14
28.1
18.9
35.6
1 9
10
1 1
10
x6.4
6.3
5
13.1
0.1
29
1 6
70
1.9
5
38.5
34.2
50.7
0.6
40
25.2
19.6
30.8
1 6
70
968
x4.8
4.7
8
10.3
0.1
01
1 3
10
1.6
1
31.8
35.1
40.8
0.5
37
21.1
20.3
25.0
1 3
60
789
x3.2
3.1
8
7.0
9
0.0
70
903
1.1
7
23.1
36.1
29.0
0.3
97
15.6
21.0
17.9
976
565
H
SS
89x64
x8.0
7.9
5
15.8
0.1
55
2 0
10
1.8
8
42.2
30.6
55.1
1.0
9
34.4
23.3
43.3
2 4
10
908
x6.4
6.3
5
13.1
0.1
29
1 6
70
1.6
5
37.1
31.4
47.2
0.9
68
30.5
24.1
37.3
2 0
80
806
x4.8
4.7
8
10.3
0.1
01
1 3
10
1.3
6
30.6
32.3
38.0
0.8
03
25.3
24.8
30.1
1 6
80
667
x3.2
3.1
8
7.0
9
0.0
70
903
0.9
90
22.3
33.1
27.0
0.5
88
18.5
25.5
21.4
1 1
90
485
H
SS
76x51
x8.0
7.9
5
12.6
0.1
24
1 6
00
1.0
2
26.7
25.2
36.1
0.5
27
20.7
18.1
26.9
1 2
40
706
x6.4
6.3
5
10.6
0.1
04
1 3
50
0.9
19
24.1
26.1
31.5
0.4
79
18.9
18.9
23.6
1 1
00
645
x4.8
4.7
8
8.3
5
0.0
82
1 0
60
0.7
75
20.3
27.0
25.8
0.4
08
16.1
19.6
19.4
903
546
x3.2
3.1
8
5.8
2
0.0
57
741
0.5
75
15.1
27.8
18.6
0.3
06
12.0
20.3
14.0
652
404
H
SS
51x25
x4.8
4.7
8
4.5
4
0.0
45
578
0.1
50
5.8
9
16.1
8.2
1
0.0
47 6
3.7
5
9.0
8
4.9
1
129
303
x3.2
3.1
8
3.2
8
0.0
32
418
0.1
22
4.8
1
17.1
6.3
4
0.0
40 0
3.1
5
9.7
8
3.8
5
104
242
* D
epth
x W
idth
x T
hic
kness, see p
age 6
-19.
Note
: C
rt is the r
atio o
f applie
d s
hear
forc
e to m
axim
um
shear
str
ess for
the s
trong b
endin
g a
xis
.
6-1
01
Dead
Load
Are
aD
esig
nation*
Wall
Thic
k-
ness
Mass
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
CS
A G
40
.20
Sq
ua
re
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Tors
ional
Consta
nt
Shear
Consta
nt
JC
rt
mm
x m
m x
mm
mm
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
mm
2m
2/m
HS
S 3
05x305
x
16†
15.8
8
139
1.3
6
17 7
00
242
1 5
90
117
1 8
90
392 0
00
7 6
60
1.1
6
x
13
12.7
0
113
1.1
1
14 4
00
202
1 3
30
118
1 5
60
323 0
00
6 4
50
1.1
8
x
9.5
9.5
3
86.5
0.8
49
11 0
00
158
1 0
40
120
1 2
10
250 0
00
5 0
80
1.1
9
x
8.0
7.9
5
72.8
0.7
14
9 2
80
135
886
121
1 0
30
211 0
00
4 3
40
1.1
9
x
6.4
6.3
5
58.7
0.5
76
7 4
80
110
723
121
833
171 0
00
3 5
50
1.2
0
HS
S 2
54x254
x
16†
15.8
8
114
1.1
1
14 5
00
134
1 0
50
96.1
1 2
70
220 0
00
6 0
50
0.9
61
x
13
12.7
0
93.0
0.9
12
11 8
00
113
889
97.6
1 0
60
183 0
00
5 1
60
0.9
72
x
9.5
9.5
3
71.3
0.7
00
9 0
90
89.3
703
99.1
825
142 0
00
4 1
10
0.9
83
x
8.0
7.9
5
60.1
0.5
90
7 6
60
76.5
602
99.9
702
120 0
00
3 5
30
0.9
89
x
6.4
6.3
5
48.6
0.4
76
6 1
90
62.7
494
101
571
97 8
00
2 9
00
0.9
94
HS
S 2
03x203
x
16†
15.8
8
88.3
0.8
66
11 2
00
63.8
628
75.3
774
107 0
00
4 4
40
0.7
58
x
13
12.7
0
72.7
0.7
13
9 2
60
54.7
538
76.9
651
90 2
00
3 8
70
0.7
69
x
9.5
9.5
3
56.1
0.5
51
7 1
50
43.9
432
78.4
513
70 8
00
3 1
50
0.7
80
x
8.0
7.9
5
47.5
0.4
66
6 0
50
37.9
373
79.2
439
60 4
00
2 7
30
0.7
86
x
6.4
6.3
5
38.4
0.3
77
4 9
00
31.3
308
79.9
359
49 3
00
2 2
60
0.7
91
HS
S 1
78x178
x
16†
15.8
8
75.6
0.7
42
9 6
40
40.6
457
64.9
571
69 3
00
3 6
30
0.6
57
x
13
12.7
0
62.6
0.6
14
7 9
70
35.2
396
66.5
484
58 8
00
3 2
30
0.6
68
x
9.5
9.5
3
48.5
0.4
76
6 1
80
28.6
322
68.0
385
46 5
00
2 6
60
0.6
78
x
8.0
7.9
5
41.1
0.4
03
5 2
40
24.8
279
68.8
330
39 8
00
2 3
20
0.6
84
x
6.4
6.3
5
33.4
0.3
27
4 2
50
20.6
231
69.6
271
32 6
00
1 9
40
0.6
89
x
4.8
4.7
8
25.5
0.2
50
3 2
50
16.1
181
70.3
210
25 1
00
1 5
20
0.6
95
HS
S 1
52x152
x
13
12.7
0
52.4
0.5
15
6 6
80
21.0
276
56.1
342
35 6
00
2 5
80
0.5
66
x
9.5
9.5
3
40.9
0.4
01
5 2
10
17.3
227
57.6
275
28 5
00
2 1
80
0.5
77
x
8.0
7.9
5
34.8
0.3
41
4 4
30
15.1
198
58.4
237
24 6
00
1 9
20
0.5
82
x
6.4
6.3
5
28.3
0.2
78
3 6
10
12.6
166
59.2
196
20 2
00
1 6
10
0.5
88
x
4.8
4.7
8
21.7
0.2
13
2 7
60
9.9
3
130
59.9
152
15 6
00
1 2
70
0.5
93
HS
S 1
27x127
x
13
12.7
0
42.3
0.4
15
5 3
90
11.3
177
45.7
225
19 5
00
1 9
40
0.4
64
x
9.5
9.5
3
33.3
0.3
27
4 2
40
9.4
8
149
47.3
183
15 9
00
1 6
90
0.4
75
x
8.0
7.9
5
28.4
0.2
79
3 6
20
8.3
6
132
48.0
159
13 8
00
1 5
10
0.4
81
x
6.4
6.3
5
23.2
0.2
28
2 9
60
7.0
5
111
48.8
132
11 4
00
1 2
90
0.4
86
x
4.8
4.7
8
17.9
0.1
75
2 2
80
5.6
0
88.1
49.6
103
8 9
00
1 0
30
0.4
92
* D
epth
x W
idth
x T
hic
kness, see p
age 6
-19.
† C
heck a
vaila
bili
ty
Note
: C
rt is the r
atio o
f applie
d s
hear
forc
e to m
axim
um
shear
str
ess.
6-1
02
Dead
Load
Are
aS
urf
ace
Are
aI
Sr
ZD
esig
nation*
Wall
Thic
k-
ness
Mass
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
CS
A G
40
.20
Sq
ua
re
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Tors
ional
Consta
nt
Shear
Consta
nt
JC
rt
mm
x m
m x
mm
mm
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
mm
2m
2/m
HS
S 1
14x114
x
13
12.7
0
37.3
0.3
65
4 7
50
7.7
8136
40.5
175
13 6
00
1 6
10
0.4
14
x
9.5
9.5
3
29.5
0.2
90
3 7
60
6.6
5116
42.1
144
11 3
00
1 4
50
0.4
24
x
8.0
7.9
5
25.3
0.2
48
3 2
20
5.9
1103
42.8
126
9 8
30
1 3
10
0.4
30
x
6.4
6.3
5
20.7
0.2
03
2 6
40
5.0
287.8
43.6
105
8 1
90
1 1
30
0.4
35
x
4.8
4.7
8
16.0
0.1
57
2 0
40
4.0
170.1
44.4
82.7
6 4
10
910
0.4
41
x
3.2
3.1
8
10.9
0.1
07
1 3
90
2.8
349.5
45.1
57.4
4 4
30
646
0.4
46
HS
S 1
02x102
x
13
12.7
0
32.2
0.3
16
4 1
00
5.1
0100
35.3
131
9 0
70
1 2
90
0.3
63
x
9.5
9.5
3
25.7
0.2
52
3 2
80
4.4
587.6
36.9
110
7 6
40
1 2
10
0.3
74
x
8.0
7.9
5
22.1
0.2
17
2 8
20
3.9
978.5
37.6
96.8
6 7
20
1 1
10
0.3
79
x
6.4
6.3
5
18.2
0.1
78
2 3
20
3.4
267.3
38.4
81.4
5 6
40
968
0.3
85
x
4.8
4.7
8
14.1
0.1
38
1 7
90
2.7
554.2
39.2
64.3
4 4
40
789
0.3
90
x
3.2
3.1
8
9.6
2
0.0
94
1 2
30
1.9
638.5
40.0
44.9
3 0
80
565
0.3
95
HS
S 8
9x89
x
9.5
9.5
3
21.9
0.2
15
2 7
90
2.8
063.0
31.7
80.5
4 8
80
968
0.3
23
x
8.0
7.9
5
18.9
0.1
86
2 4
10
2.5
457.1
32.4
71.4
4 3
40
908
0.3
28
x
6.4
6.3
5
15.6
0.1
53
1 9
90
2.2
049.5
33.2
60.5
3 6
70
806
0.3
34
x
4.8
4.7
8
12.2
0.1
19
1 5
50
1.7
940.3
34.0
48.2
2 9
20
667
0.3
39
x
3.2
3.1
8
8.3
5
0.0
82
1 0
60
1.2
929.0
34.8
33.9
2 0
40
485
0.3
45
HS
S 7
6x76
x
9.5
9.5
3
18.1
0.1
78
2 3
10
1.6
142.4
26.5
55.5
2 8
70
726
0.2
72
x
8.0
7.9
5
15.8
0.1
55
2 0
10
1.4
939.1
27.2
49.8
2 5
90
706
0.2
78
x
6.4
6.3
5
13.1
0.1
29
1 6
70
1.3
134.5
28.0
42.8
2 2
30
645
0.2
83
x
4.8
4.7
8
10.3
0.1
01
1 3
10
1.0
828.5
28.8
34.4
1 7
90
546
0.2
88
x
3.2
3.1
8
7.0
9
0.0
70
903
0.7
90
20.7
29.6
24.5
1 2
60
404
0.2
94
HS
S 6
4x64
x
8.0
7.9
5
12.6
0.1
24
1 6
00
0.7
79
24.5
22.0
32.1
1 3
80
504
0.2
27
x
6.4
6.3
5
10.6
0.1
04
1 3
50
0.7
03
22.2
22.8
28.1
1 2
20
484
0.2
32
x
4.8
4.7
8
8.3
5
0.0
82
1 0
60
0.5
94
18.7
23.6
23.0
995
424
0.2
38
x
3.2
3.1
8
5.8
2
0.0
57
741
0.4
41
13.9
24.4
16.6
715
323
0.2
43
HS
S 5
1x51
x
6.4
6.3
5
8.0
5
0.0
79
1 0
30
0.3
19
12.6
17.6
16.4
567
323
0.1
81
x
4.8
4.7
8
6.4
5
0.0
63
821
0.2
79
11.0
18.4
13.8
479
303
0.1
87
x
3.2
3.1
8
4.5
5
0.0
45
580
0.2
14
8.4
2
19.2
10.2
353
242
0.1
92
HS
S 3
8x38
x
4.8
4.7
8
4.5
4
0.0
45
578
0.1
01
5.3
0
13.2
6.9
5
180
181
0.1
36
x
3.2
3.1
8
3.2
8
0.0
32
418
0.0
82 2
4.3
1
14.0
5.3
5
139
161
0.1
41
* D
epth
x W
idth
x T
hic
kness, see p
age 6
-19.
Note
: C
rt is the r
atio o
f applie
d s
hear
forc
e to m
axim
um
shear
str
ess.
6-1
03
Surf
ace
Are
aI
Sr
Z
Wall
Thic
k-
ness
Mass
Dead
Load
Are
aD
esig
nation*
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
G4
0.2
0 -
Ro
un
d
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Tors
ional
Consta
nt
Shear
Consta
nt
JC
rt
mm
x m
mm
mkg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
mm
2m
2/m
H
SS
406
x13
12.7
0
123
1.2
1
15 7
00
305
1 5
00
139
1 9
70
609 0
00
7 8
60
1.2
8
x9.5
9.5
3
93.3
0.9
15
11 9
00
234
1 1
50
140
1 5
00
468 0
00
5 9
40
1.2
8
x6.4
6.3
5
62.6
0.6
15
7 9
80
160
786
141
1 0
20
319 0
00
3 9
90
1.2
8
H
SS
356
x16†
15.8
8
133
1.3
1
16 9
00
245
1 3
80
120
1 8
30
490 0
00
8 4
90
1.1
2
x13
12.7
0
107
1.0
5
13 7
00
201
1 1
30
121
1 4
90
403 0
00
6 8
50
1.1
2
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9.5
3
81.3
0.7
98
10 4
00
155
873
122
1 1
40
310 0
00
5 1
80
1.1
2
x6.4
6.3
5
54.7
0.5
37
6 9
70
106
598
123
775
213 0
00
3 4
80
1.1
2
H
SS
324
x13
12.7
0
97.5
0.9
56
12 4
00
151
930
110
1 2
30
301 0
00
6 2
20
1.0
2
x9.5
9.5
3
73.9
0.7
25
9 4
10
116
719
111
942
233 0
00
4 7
10
1.0
2
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6.3
5
49.7
0.4
88
6 3
30
79.9
493
112
640
160 0
00
3 1
70
1.0
2
H
SS
273
x13
12.7
0
81.6
0.8
00
10 4
00
88.3
646
92.2
862
177 0
00
5 2
00
0.8
58
x6.4
6.3
5
41.8
0.4
10
5 3
20
47.4
347
94.3
452
94 7
00
2 6
60
0.8
58
x4.8
4.7
8
31.6
0.3
10
4 0
30
36.3
266
94.9
344
72 5
00
2 0
20
0.8
58
H
SS
219
x16†
15.8
8
79.6
0.7
81
10 1
00
52.7
481
72.1
657
105 0
00
5 0
90
0.6
88
x13
12.7
0
64.6
0.6
34
8 2
30
44.0
402
73.1
542
88 0
00
4 1
30
0.6
88
x9.5
9.5
3
49.3
0.4
83
6 2
70
34.5
315
74.2
419
69 0
00
3 1
40
0.6
88
x6.4
6.3
5
33.3
0.3
27
4 2
40
24.0
219
75.3
288
48 1
00
2 1
20
0.6
88
x4.8
4.7
8
25.3
0.2
48
3 2
20
18.5
169
75.8
220
37 0
00
1 6
10
0.6
88
H
SS
178
x13
12.7
0
51.7
0.5
07
6 5
90
22.6
254
58.5
347
45 2
00
3 3
10
0.5
59
x9.5
9.5
3
39.5
0.3
88
5 0
40
17.9
201
59.6
270
35 8
00
2 5
20
0.5
59
x8.0
7.9
5
33.3
0.3
27
4 2
40
15.3
172
60.1
230
30 7
00
2 1
20
0.5
59
x6.4
6.3
5
26.8
0.2
63
3 4
20
12.6
142
60.7
187
25 2
00
1 7
10
0.5
59
x4.8
4.7
8
20.4
0.2
00
2 6
00
9.7
3
109
61.2
143
19 5
00
1 3
00
0.5
59
H
SS
168
x13
12.7
0
48.7
0.4
78
6 2
10
18.9
225
55.2
308
37 8
00
3 1
20
0.5
29
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9.5
3
37.3
0.3
66
4 7
50
15.0
179
56.2
241
30 1
00
2 3
80
0.5
29
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7.9
5
31.4
0.3
08
4 0
00
12.9
153
56.8
205
25 8
00
2 0
10
0.5
29
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6.3
5
25.4
0.2
49
3 2
30
10.6
126
57.3
167
21 2
00
1 6
20
0.5
29
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4.7
8
19.3
0.1
89
2 4
60
8.2
1
97.6
57.8
128
16 4
00
1 2
30
0.5
29
x3.2
3.1
8
12.9
0.1
27
1 6
50
5.6
2
66.8
58.4
86.7
11 2
00
825
0.5
29
H
SS
152
x9.5
9.5
3
33.6
0.3
29
4 2
80
11.0
144
50.6
195
21 9
00
2 1
50
0.4
79
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7.9
5
28.3
0.2
78
3 6
10
9.4
4
124
51.1
166
18 9
00
1 8
10
0.4
79
x6.4
6.3
5
22.9
0.2
24
2 9
10
7.7
8
102
51.7
136
15 6
00
1 4
60
0.4
79
x4.8
4.7
8
17.4
0.1
71
2 2
20
6.0
4
79.3
52.2
104
12 1
00
1 1
10
0.4
79
x3.2
3.1
8
11.7
0.1
15
1 4
90
4.1
5
54.5
52.8
70.8
8 3
00
746
0.4
79
* D
iam
ete
r x T
hic
kness, see p
age 6
-19.
† C
heck a
vaila
bili
ty
Note
: C
rt is the r
atio o
f applie
d s
hear
forc
e to m
axim
um
shear
str
ess.
6-1
04
Desig
nation*
Wall
Thic
k-
ness
Mass
Dead
Load
Are
aI
Sr
ZS
urf
ace
Are
a
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
G4
0.2
0 -
Ro
un
d
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Tors
ional
Consta
nt
Shear
Consta
nt
JC
rt
mm
x m
mm
mkg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
mm
2m
2/m
H
SS
141
x9.5
9.5
3
31.0
0.3
04
3 9
50
8.6
1
122
46.7
166
17 2
00
1 9
80
0.4
44
x6.4
6.3
5
21.1
0.2
07
2 6
90
6.1
4
86.9
47.8
116
12 3
00
1 3
50
0.4
44
x4.8
4.7
8
16.1
0.1
58
2 0
50
4.7
8
67.7
48.3
89.1
9 5
60
1 0
30
0.4
44
H
SS
127
x13
12.7
0
35.8
0.3
51
4 5
60
7.5
4
119
40.7
167
15 1
00
2 3
00
0.3
99
x9.5
9.5
3
27.6
0.2
71
3 5
20
6.1
1
96.2
41.7
132
12 2
00
1 7
70
0.3
99
x8.0
7.9
5
23.3
0.2
29
2 9
70
5.2
9
83.3
42.2
113
10 6
00
1 4
90
0.3
99
x6.4
6.3
5
18.9
0.1
85
2 4
10
4.3
9
69.2
42.7
92.5
8 7
80
1 2
10
0.3
99
x4.8
4.7
8
14.4
0.1
41
1 8
40
3.4
3
54.1
43.2
71.4
6 8
60
919
0.3
99
x3.2
3.1
8
9.7
1
0.0
95
1 2
40
2.3
7
37.4
43.8
48.8
4 7
40
619
0.3
99
H
SS
114
x9.5
9.5
3
24.6
0.2
42
3 1
40
4.3
4
75.9
37.2
105
8 6
80
1 5
80
0.3
59
x4.8
4.7
8
12.9
0.1
27
1 6
40
2.4
7
43.2
38.8
57.4
4 9
40
823
0.3
59
x3.2
3.1
8
8.7
1
0.0
86
1 1
10
1.7
1
30.0
39.3
39.3
3 4
30
555
0.3
59
H
SS
102
x8.0
7.9
5
18.4
0.1
80
2 3
40
2.5
8
50.8
33.2
69.9
5 1
70
1 1
80
0.3
19
x6.4
6.3
5
14.9
0.1
46
1 9
00
2.1
6
42.6
33.8
57.7
4 3
30
953
0.3
19
x4.8
4.7
8
11.4
0.1
12
1 4
50
1.7
1
33.6
34.3
44.8
3 4
20
728
0.3
19
x3.2
3.1
8
7.7
2
0.0
76
983
1.1
9
23.5
34.8
30.8
2 3
80
492
0.3
19
H
SS
89
x8.0
7.9
5
15.9
0.1
56
2 0
20
1.6
7
37.6
28.8
52.3
3 3
40
1 0
20
0.2
79
x6.4
6.3
5
12.9
0.1
27
1 6
50
1.4
1
31.7
29.3
43.4
2 8
20
827
0.2
79
x4.8
4.7
8
9.9
2
0.0
97
1 2
60
1.1
2
25.2
29.8
33.9
2 2
40
633
0.2
79
x3.2
3.1
8
6.7
2
0.0
66
856
0.7
88
17.7
30.3
23.4
1 5
80
429
0.2
79
H
SS
76
x6.4
6.3
5
10.9
0.1
07
1 3
90
0.8
57
22.5
24.8
31.1
1 7
10
701
0.2
39
x4.8
4.7
8
8.4
2
0.0
83
1 0
70
0.6
87
18.0
25.3
24.4
1 3
70
538
0.2
39
H
SS
73
x6.4
6.3
5
10.4
0.1
02
1 3
30
0.7
45
20.4
23.7
28.3
1 4
90
669
0.2
29
x4.8
4.7
8
8.0
4
0.0
79
1 0
20
0.5
99
16.4
24.2
22.3
1 2
00
514
0.2
29
x3.2
3.1
8
5.4
8
0.0
54
698
0.4
26
11.7
24.7
15.5
852
349
0.2
29
H
SS
64
x6.4
6.3
5
8.9
5
0.0
88
1 1
40
0.4
71
14.8
20.3
20.8
942
575
0.1
99
x4.8
4.7
8
6.9
2
0.0
68
882
0.3
83
12.0
20.8
16.5
765
443
0.1
99
x3.2
3.1
8
4.7
3
0.0
46
603
0.2
75
8.6
6
21.4
11.6
550
302
0.1
99
H
SS
60
x6.4
6.3
5
8.4
5
0.0
83
1 0
80
0.3
97
13.2
19.2
18.6
794
543
0.1
89
x4.8
4.7
8
6.5
4
0.0
64
834
0.3
24
10.7
19.7
14.8
647
419
0.1
89
x3.2
3.1
8
4.4
8
0.0
44
571
0.2
33
7.7
4
20.2
10.4
467
286
0.1
89
H
SS
48
x4.8
4.7
8
5.1
3
0.0
50
654
0.1
57
6.4
8
15.5
9.0
9
313
329
0.1
52
x3.2
3.1
8
3.5
4
0.0
35
451
0.1
15
4.7
7
16.0
6.4
8
231
226
0.1
52
* D
iam
ete
r x T
hic
kness, see p
age 6
-19.
Note
: C
rt is the r
atio o
f applie
d s
hear
forc
e to m
axim
um
shear
str
ess.
6-1
05
Wall
Thic
k-
ness
Desig
nation*
Mass
Dead
Load
Are
aI
Sr
ZS
urf
ace
Are
a
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
AS
TM
A5
00
Re
cta
ng
ula
r
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Axis
X-X
Axis
Y-Y
To
rsio
na
l
Co
nsta
nt
I xS
xr x
Zx
I yS
yr y
Zy
J
mm
x m
m x
mm
mm
mm
kg
/mkN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
HS
S 3
56x254
x16
15.8
8
14.2
9
139
1.3
6
16 1
00
279
1 5
70
132
1 9
10
165
1 3
00
101
1 5
20
337 0
00
x13
12.7
0
11.4
3
113
1.1
1
13 1
00
232
1 3
00
133
1 5
70
138
1 0
90
103
1 2
50
277 0
00
x9.5
9.5
3
8.5
8
86.5
0.8
49
9 9
70
181
1 0
20
135
1 2
10
108
850
104
965
213 0
00
HS
S 3
05x203
x16
15.8
8
14.2
9
114
1.1
1
13 2
00
161
1 0
60
111
1 3
10
85.4
841
80.5
9
89
184 0
00
x13
12.7
0
11.4
3
93.0
0.9
12
10 8
00
135
886
112
1 0
90
72.0
709
81.8
8
21
152 0
00
x9.5
9.5
3
8.5
8
71.3
0.7
00
8 2
30
106
697
114
843
56.9
560
83.1
6
38
118 0
00
x8.0
7.9
5
7.1
6
60.1
0.5
90
6 9
30
90.6
595
114
715
48.6
479
83.8
5
42
100 0
00
x6.4
6.3
5
5.7
2
48.6
0.4
76
5 5
90
74.1
486
115
581
39.8
392
84.4
4
41
81 3
00
HS
S 2
54x152
x16
15.8
8
14.2
9
88.3
0.8
66
10 3
00
81.8
644
89.2
8
20
36.4
478
59.6
5
72
85 1
00
x13
12.7
0
11.4
3
72.7
0.7
13
8 4
30
69.6
548
90.8
6
86
31.2
410
60.8
4
80
71 4
00
x9.5
9.5
3
8.5
8
56.1
0.5
51
6 4
90
55.4
436
92.4
5
38
25.0
329
62.1
3
78
56 1
00
x8.0
7.9
5
7.1
6
47.5
0.4
66
5 4
80
47.6
375
93.2
4
58
21.6
283
62.8
3
22
47 8
00
x6.4
6.3
5
5.7
2
38.4
0.3
77
4 4
30
39.1
308
94.0
3
74
17.8
234
63.4
2
63
39 0
00
HS
S 2
03x152
x13
12.7
0
11.4
3
62.6
0.6
14
7 2
70
39.9
393
74.1
4
86
25.4
334
59.1
3
98
51 6
00
x9.5
9.5
3
8.5
8
48.5
0.4
76
5 6
20
32.1
316
75.6
3
84
20.5
269
60.5
3
15
40 6
00
x8.0
7.9
5
7.1
6
41.1
0.4
03
4 7
50
27.7
272
76.3
3
28
17.8
233
61.1
2
70
34 7
00
x6.4
6.3
5
5.7
2
33.4
0.3
27
3 8
50
22.9
225
77.1
2
69
14.7
193
61.8
2
21
28 4
00
x4.8
4.7
8
4.3
0
25.5
0.2
50
2 9
40
17.8
175
77.8
2
07
11.5
150
62.4
1
70
21 8
00
HS
S 2
03x102
x13
12.7
0
11.4
3
52.4
0.5
15
6 1
10
29.2
288
69.2
3
75
9.6
3
190
39.7
2
28
24 8
00
x9.5
9.5
3
8.5
8
40.9
0.4
01
4 7
40
23.8
235
70.9
2
99
7.9
7
157
41.0
1
83
20 0
00
x8.0
7.9
5
7.1
6
34.8
0.3
41
4 0
30
20.7
204
71.7
2
57
6.9
7
137
41.6
1
58
17 3
00
x6.4
6.3
5
5.7
2
28.3
0.2
78
3 2
70
17.2
169
72.5
2
11
5.8
4
115
42.2
1
30
14 2
00
x4.8
4.7
8
4.3
0
21.7
0.2
13
2 5
00
13.4
132
73.3
1
64
4.6
0
90.5
42.9
1
01
11 0
00
HS
S 1
78x127
x13
12.7
0
11.4
3
52.4
0.5
15
6 1
10
24.7
278
63.6
3
50
14.5
228
48.7
2
76
30 8
00
x9.5
9.5
3
8.5
8
40.9
0.4
01
4 7
40
20.1
226
65.1
2
78
11.9
187
50.0
2
21
24 6
00
x8.0
7.9
5
7.1
6
34.8
0.3
41
4 0
30
17.4
196
65.8
2
39
10.3
163
50.7
1
90
21 1
00
x6.4
6.3
5
5.7
2
28.3
0.2
78
3 2
70
14.5
163
66.6
1
97
8.6
2
136
51.4
1
56
17 3
00
x4.8
4.7
8
4.3
0
21.7
0.2
13
2 5
00
11.3
127
67.3
1
52
6.7
6
107
52.0
1
21
13 4
00
HS
S 1
52x102
x13
12.7
0
11.4
3
42.3
0.4
15
4 9
50
13.9
182
52.9
2
35
7.2
6
143
38.3
1
76
16 4
00
x9.5
9.5
3
8.5
8
33.3
0.3
27
3 8
70
11.5
151
54.5
1
90
6.0
8
120
39.6
1
43
13 3
00
x8.0
7.9
5
7.1
6
28.4
0.2
79
3 3
00
10.1
132
55.3
1
64
5.3
4
105
40.3
1
24
11 5
00
x6.4
6.3
5
5.7
2
23.2
0.2
28
2 6
90
8.4
4
111
56.0
1
36
4.5
0
88.6
40.9
1
03
9 5
30
x4.8
4.7
8
4.3
0
17.9
0.1
75
2 0
60
6.6
6
87.3
56.8
1
06
3.5
6
70.1
41.6
80.0
7 4
10
* D
epth
x W
idth
x T
hic
kness, see p
age 6
-19.
6-1
06
Are
aD
esig
nation*
Nom
inal
Wall
Thic
k-
ness
Mass
Dead
Load
Desig
n
Wall
Thic
k-
ness
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
AS
TM
A5
00
Re
cta
ng
ula
r
Axis
X-X
Axis
Y-Y
To
rsio
na
l
Co
nsta
nt
I xS
xr x
Zx
I yS
yr y
Zy
J
mm
x m
m x
mm
mm
mm
kg
/mkN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
H
SS
152x76
x13
12.7
0
11.4
3
37.3
0.3
65
4 3
70
11.0
144
50.1
1
94
3.5
5
93.2
28.5
117
9 4
30
x9.5
9.5
3
8.5
8
29.5
0.2
90
3 4
40
9.2
5
121
51.9
1
58
3.0
5
80.0
29.8
96.4
7 8
60
x8.0
7.9
5
7.1
6
25.3
0.2
48
2 9
30
8.1
6
107
52.7
1
38
2.7
1
71.2
30.4
84.1
6 8
80
x6.4
6.3
5
5.7
2
20.7
0.2
03
2 4
00
6.8
8
90.3
53.6
1
14
2.3
1
60.7
31.0
70.3
5 7
50
x4.8
4.7
8
4.3
0
16.0
0.1
57
1 8
50
5.4
6
71.6
54.4
89.4
1.8
5
48.6
31.7
55.2
4 5
20
H
SS
127x76
x9.5
9.5
3
8.5
8
25.7
0.2
52
3 0
00
5.7
6
90.7
43.8
1
17
2.5
5
66.9
29.1
81.7
6 0
70
x8.0
7.9
5
7.1
6
22.1
0.2
17
2 5
70
5.1
2
80.6
44.6
1
03
2.2
8
59.8
29.8
71.6
5 3
20
x6.4
6.3
5
5.7
2
18.2
0.1
78
2 1
10
4.3
5
68.5
45.4
85.7
1.9
5
51.2
30.4
60.0
4 4
60
x4.8
4.7
8
4.3
0
14.1
0.1
38
1 6
30
3.4
7
54.7
46.2
67.4
1.5
7
41.2
31.1
47.3
3 5
10
H
SS
102x76
x9.5
9.5
3
8.5
8
21.9
0.2
15
2 5
70
3.2
4
63.8
35.5
82.1
2.0
5
53.7
28.2
67.0
4 3
30
x8.0
7.9
5
7.1
6
18.9
0.1
86
2 2
10
2.9
1
57.2
36.3
72.2
1.8
4
48.4
28.9
59.0
3 8
30
x6.4
6.3
5
5.7
2
15.6
0.1
53
1 8
20
2.4
9
49.1
37.0
60.8
1.5
9
41.7
29.6
49.8
3 2
20
x4.8
4.7
8
4.3
0
12.2
0.1
19
1 4
10
2.0
1
39.6
37.8
48.1
1.2
9
33.8
30.2
39.5
2 5
50
x3.2
3.1
8
2.8
6
8.3
5
0.0
82
964
1.4
3
28.2
38.5
33.6
0.9
20
24.1
30.9
27.6
1 7
70
H
SS
102x51
x9.5
9.5
3
8.5
8
18.1
0.1
78
2 1
30
2.2
9
45.2
32.8
61.8
0.7
36
29.0
18.6
37.1
1 9
80
x8.0
7.9
5
7.1
6
15.8
0.1
55
1 8
40
2.1
0
41.2
33.7
55.1
0.6
81
26.8
19.2
33.3
1 8
00
x6.4
6.3
5
5.7
2
13.1
0.1
29
1 5
30
1.8
3
36.0
34.6
46.9
0.6
02
23.7
19.9
28.6
1 5
50
x4.8
4.7
8
4.3
0
10.3
0.1
01
1 1
90
1.4
9
29.4
35.4
37.5
0.4
99
19.6
20.5
23.0
1 2
50
x3.2
3.1
8
2.8
6
7.0
9
0.0
70
818
1.0
8
21.2
36.3
26.4
0.3
65
14.4
21.1
16.3
891
H
SS
89x64
x8.0
7.9
5
7.1
6
15.8
0.1
55
1 8
40
1.7
7
39.9
31.0
51.4
1.0
4
32.6
23.7
40.5
2 2
60
x6.4
6.3
5
5.7
2
13.1
0.1
29
1 5
30
1.5
4
34.7
31.8
43.7
0.9
07
28.6
24.4
34.5
1 9
30
x4.8
4.7
8
4.3
0
10.3
0.1
01
1 1
90
1.2
6
28.3
32.5
34.9
0.7
44
23.4
25.0
27.6
1 5
40
x3.2
3.1
8
2.8
6
7.0
9
0.0
70
818
0.9
07
20.4
33.3
24.6
0.5
40
17.0
25.7
19.5
1 0
80
H
SS
76x51
x8.0
7.9
5
7.1
6
12.6
0.1
24
1 4
80
0.9
75
25.6
25.7
34.0
0.5
06
19.9
18.5
25.4
1 1
70
x6.4
6.3
5
5.7
2
10.6
0.1
04
1 2
40
0.8
67
22.7
26.5
29.3
0.4
54
17.9
19.1
22.0
1 0
20
x4.8
4.7
8
4.3
0
8.3
5
0.0
82
971
0.7
21
18.9
27.2
23.8
0.3
81
15.0
19.8
17.9
834
x3.2
3.1
8
2.8
6
5.8
2
0.0
57
673
0.5
28
13.9
28.0
17.0
0.2
82
11.1
20.5
12.8
596
H
SS
51x25
x4.8
4.7
8
4.3
0
4.5
4
0.0
45
534
0.1
44
5.6
5
16.4
7.7
4
0.0
46 1
3.6
3
9.2
9
4.6
5
124
x3.2
3.1
8
2.8
6
3.2
8
0.0
32
382
0.1
14
4.5
0
17.3
5.8
7
0.0
37 7
2.9
6
9.9
2
3.5
7
97.1
* D
epth
x W
idth
x T
hic
kness, see p
age 6
-19.
6-1
07
Dead
Load
Are
aD
esig
nation*
Nom
inal
Wall
Thic
k-
ness
Mass
Desig
n
Wall
Thic
k-
ness
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
AS
TM
A5
00
Sq
ua
re
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Tors
ional
Consta
nt
J
mm
x m
m x
mm
mm
mm
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
m2/m
HS
S 3
05x305
x
16
15.8
8
14.2
9
139
1.3
6
16 1
00
222
1 4
60
118
1 7
30
358 0
00
1.1
7
x
13
12.7
0
11.4
3
113
1.1
1
13 1
00
185
1 2
10
119
1 4
30
294 0
00
1.1
8
x
9.5
9.5
3
8.5
8
86.5
0.8
49
9 9
70
144
948
120
1 1
00
226 0
00
1.1
9
x
8.0
7.9
5
7.1
6
72.8
0.7
14
8 3
90
123
806
121
931
191 0
00
1.1
9
x
6.4
6.3
5
5.7
2
58.7
0.5
76
6 7
50
100
656
122
754
155 0
00
1.2
0
HS
S 2
54x254
x
16
15.8
8
14.2
9
114
1.1
1
13 2
00
124
973
96.8
1 1
70
202 0
00
0.9
67
x
13
12.7
0
11.4
3
93.0
0.9
12
10 8
00
104
817
98.2
968
167 0
00
0.9
77
x
9.5
9.5
3
8.5
8
71.3
0.7
00
8 2
30
81.7
643
99.6
751
129 0
00
0.9
87
x
8.0
7.9
5
7.1
6
60.1
0.5
90
6 9
30
69.7
549
100
638
109 0
00
0.9
91
x
6.4
6.3
5
5.7
2
48.6
0.4
76
5 5
90
57.0
449
101
518
88 6
00
0.9
96
HS
S 2
03x203
x
16
15.8
8
14.2
9
88.3
0.8
66
10 3
00
59.5
585
76.1
714
99 1
00
0.7
64
x
13
12.7
0
11.4
3
72.7
0.7
13
8 4
30
50.6
498
77.5
598
82 7
00
0.7
74
x
9.5
9.5
3
8.5
8
56.1
0.5
51
6 4
90
40.3
397
78.9
469
64 6
00
0.7
83
x
8.0
7.9
5
7.1
6
47.5
0.4
66
5 4
80
34.7
341
79.5
399
54 9
00
0.7
88
x
6.4
6.3
5
5.7
2
38.4
0.3
77
4 4
30
28.5
281
80.2
326
44 7
00
0.7
93
HS
S 1
78x178
x
16
15.8
8
14.2
9
75.6
0.7
42
8 8
20
38.1
428
65.7
529
64 3
00
0.6
62
x
13
12.7
0
11.4
3
62.6
0.6
14
7 2
70
32.7
368
67.1
446
54 1
00
0.6
72
x
9.5
9.5
3
8.5
8
48.5
0.4
76
5 6
20
26.3
296
68.5
352
42 5
00
0.6
82
x
8.0
7.9
5
7.1
6
41.1
0.4
03
4 7
50
22.7
256
69.2
301
36 3
00
0.6
87
x
6.4
6.3
5
5.7
2
33.4
0.3
27
3 8
50
18.8
211
69.9
247
29 6
00
0.6
92
x
4.8
4.7
8
4.3
0
25.5
0.2
50
2 9
40
14.6
164
70.5
190
22 8
00
0.6
96
HS
S 1
52x152
x
13
12.7
0
11.4
3
52.4
0.5
15
6 1
10
19.6
258
56.7
317
32 9
00
0.5
70
x
9.5
9.5
3
8.5
8
40.9
0.4
01
4 7
40
16.0
210
58.1
252
26 2
00
0.5
80
x
8.0
7.9
5
7.1
6
34.8
0.3
41
4 0
30
13.9
183
58.8
217
22 4
00
0.5
85
x
6.4
6.3
5
5.7
2
28.3
0.2
78
3 2
70
11.6
152
59.5
178
18 4
00
0.5
90
x
4.8
4.7
8
4.3
0
21.7
0.2
13
2 5
00
9.0
5
119
60.2
138
14 2
00
0.5
95
HS
S 1
27x127
x
13
12.7
0
11.4
3
42.3
0.4
15
4 9
50
10.6
167
46.3
209
18 1
00
0.4
69
x
9.5
9.5
3
8.5
8
33.3
0.3
27
3 8
70
8.8
2
139
47.7
169
14 6
00
0.4
79
x
8.0
7.9
5
7.1
6
28.4
0.2
79
3 3
00
7.7
3
122
48.4
146
12 6
00
0.4
83
x
6.4
6.3
5
5.7
2
23.2
0.2
28
2 6
90
6.4
9
102
49.1
121
10 4
00
0.4
88
x
4.8
4.7
8
4.3
0
17.9
0.1
75
2 0
60
5.1
2
80.6
49.8
94.2
8 0
90
0.4
93
* D
epth
x W
idth
x T
hic
kness, see p
age 6
-19.
6-1
08
Dead
Load
Are
aS
urf
ace
Are
aI
Sr
ZD
esig
nation*
Nom
inal
Wall
Thic
k-
ness
Mass
Desig
n
Wall
Thic
k-
ness
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
AS
TM
A5
00
Sq
ua
re
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Tors
ional
Consta
nt
J
mm
x m
m x
mm
mm
mm
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
m2/m
HS
S 1
14x114
x
13
12.7
0
11.4
3
37.3
0.3
65
4 3
70
7.3
8129
41.1
164
12 8
00
0.4
18
x
9.5
9.5
3
8.5
8
29.5
0.2
90
3 4
40
6.2
2109
42.5
134
10 4
00
0.4
28
x
8.0
7.9
5
7.1
6
25.3
0.2
48
2 9
30
5.4
895.9
43.2
116
9 0
40
0.4
33
x
6.4
6.3
5
5.7
2
20.7
0.2
03
2 4
00
4.6
381.0
43.9
96.5
7 4
90
0.4
38
x
4.8
4.7
8
4.3
0
16.0
0.1
57
1 8
50
3.6
764.2
44.6
75.4
5 8
40
0.4
42
x
3.2
3.1
8
2.8
6
10.9
0.1
07
1 2
50
2.5
745.0
45.3
52.1
4 0
20
0.4
47
HS
S 1
02x102
x
13
12.7
0
11.4
3
32.2
0.3
16
3 7
90
4.8
896.1
35.9
124
8 5
70
0.3
67
x
9.5
9.5
3
8.5
8
25.7
0.2
52
3 0
00
4.1
882.4
37.3
102
7 1
00
0.3
77
x
8.0
7.9
5
7.1
6
22.1
0.2
17
2 5
70
3.7
273.2
38.0
89.4
6 2
00
0.3
82
x
6.4
6.3
5
5.7
2
18.2
0.1
78
2 1
10
3.1
662.3
38.7
74.7
5 1
70
0.3
87
x
4.8
4.7
8
4.3
0
14.1
0.1
38
1 6
30
2.5
349.8
39.4
58.7
4 0
50
0.3
92
x
3.2
3.1
8
2.8
6
9.6
2
0.0
94
1 1
10
1.7
835.1
40.1
40.8
2 8
00
0.3
97
HS
S 8
9x89
x
9.5
9.5
3
8.5
8
21.9
0.2
15
2 5
70
2.6
559.6
32.1
75.2
4 5
70
0.3
26
x
8.0
7.9
5
7.1
6
18.9
0.1
86
2 2
10
2.3
853.6
32.8
66.2
4 0
20
0.3
31
x
6.4
6.3
5
5.7
2
15.6
0.1
53
1 8
20
2.0
546.0
33.5
55.8
3 3
80
0.3
36
x
4.8
4.7
8
4.3
0
12.2
0.1
19
1 4
10
1.6
537.1
34.2
44.1
2 6
70
0.3
41
x
3.2
3.1
8
2.8
6
8.3
5
0.0
82
964
1.1
826.5
34.9
30.9
1 8
50
0.3
46
HS
S 7
6x76
x
9.5
9.5
3
8.5
8
18.1
0.1
78
2 1
30
1.5
540.6
26.9
52.2
2 7
10
0.2
75
x
8.0
7.9
5
7.1
6
15.8
0.1
55
1 8
40
1.4
137.0
27.6
46.5
2 4
20
0.2
80
x
6.4
6.3
5
5.7
2
13.1
0.1
29
1 5
30
1.2
332.2
28.4
39.6
2 0
60
0.2
85
x
4.8
4.7
8
4.3
0
10.3
0.1
01
1 1
90
1.0
026.3
29.0
31.6
1 6
40
0.2
90
x
3.2
3.1
8
2.8
6
7.0
9
0.0
70
818
0.7
24
19.0
29.7
22.3
1 1
50
0.2
95
HS
S 6
4x64
x
8.0
7.9
5
7.1
6
12.6
0.1
24
1 4
80
0.7
46
23.5
22.4
30.2
1 3
10
0.2
29
x
6.4
6.3
5
5.7
2
10.6
0.1
04
1 2
40
0.6
63
20.9
23.2
26.1
1 1
30
0.2
34
x
4.8
4.7
8
4.3
0
8.3
5
0.0
82
971
0.5
53
17.4
23.9
21.2
917
0.2
39
x
3.2
3.1
8
2.8
6
5.8
2
0.0
57
673
0.4
06
12.8
24.6
15.1
652
0.2
44
HS
S 5
1x51
x
6.4
6.3
5
5.7
2
8.0
5
0.0
79
947
0.3
05
12.0
18.0
15.5
535
0.1
84
x
4.8
4.7
8
4.3
0
6.4
5
0.0
63
752
0.2
62
10.3
18.7
12.8
445
0.1
88
x
3.2
3.1
8
2.8
6
4.5
5
0.0
45
528
0.1
98
7.7
9
19.4
9.3
5
323
0.1
93
HS
S 3
8x38
x
4.8
4.7
8
4.3
0
4.5
4
0.0
45
534
0.0
96 7
5.0
8
13.5
6.5
4
170
0.1
38
x
3.2
3.1
8
2.8
6
3.2
8
0.0
32
382
0.0
76 8
4.0
3
14.2
4.9
5
129
0.1
43
* D
epth
x W
idth
x T
hic
kness, see p
age 6
-19.
6-1
09
Surf
ace
Are
aI
Sr
Z
Nom
inal
Wall
Thic
k-
ness
Mass
Dead
Load
Are
a
Desig
n
Wall
Thic
k-
ness
Desig
nation*
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
AS
TM
A5
00
- R
ou
nd
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Tors
ional
Consta
nt
J
mm
x m
mm
mm
mkg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
m2/m
H
SS
406
x13
12.7
0
11.4
3
123
1.2
1
14 2
00
277
1 3
60
140
1 7
80
554 0
00
1.2
8
x9.5
9.5
3
8.5
8
93.3
0.9
15
10 7
00
212
1 0
40
141
1 3
60
424 0
00
1.2
8
x6.4
6.3
5
5.7
2
62.6
0.6
15
7 1
90
144
711
142
918
289 0
00
1.2
8
H
SS
356
x16
15.8
8
14.2
9
133
1.3
1
15 3
00
224
1 2
60
121
1 6
70
447 0
00
1.1
2
x13
12.7
0
11.4
3
107
1.0
5
12 4
00
183
1 0
30
122
1 3
50
366 0
00
1.1
2
x9.5
9.5
3
8.5
8
81.3
0.7
98
9 3
50
141
792
123
1 0
30
282 0
00
1.1
2
x6.4
6.3
5
5.7
2
54.7
0.5
37
6 2
80
96.2
541
124
700
192 0
00
1.1
2
H
SS
324
x13
12.7
0
11.4
3
97.5
0.9
56
11 2
00
137
847
111
1 1
20
274 0
00
1.0
2
x9.5
9.5
3
8.5
8
73.9
0.7
25
8 5
00
106
653
112
853
211 0
00
1.0
2
x6.4
6.3
5
5.7
2
49.7
0.4
88
5 7
10
72.3
447
113
579
145 0
00
1.0
2
H
SS
273
x13
12.7
0
11.4
3
81.6
0.8
00
9 4
00
80.6
590
92.6
783
161 0
00
0.8
58
x6.4
6.3
5
5.7
2
41.8
0.4
10
4 8
00
42.9
314
94.6
409
85 8
00
0.8
58
x4.8
4.7
8
4.3
0
31.6
0.3
10
3 6
30
32.8
240
95.0
311
65 6
00
0.8
58
H
SS
219
x16
15.8
8
14.2
9
79.6
0.7
81
9 2
00
48.5
442
72.6
600
96 9
00
0.6
88
x13
12.7
0
11.4
3
64.6
0.6
34
7 4
60
40.3
368
73.5
493
80 6
00
0.6
88
x9.5
9.5
3
8.5
8
49.3
0.4
83
5 6
70
31.5
287
74.5
380
63 0
00
0.6
88
x6.4
6.3
5
5.7
2
33.3
0.3
27
3 8
30
21.8
199
75.5
260
43 6
00
0.6
88
x4.8
4.7
8
4.3
0
25.3
0.2
48
2 9
00
16.7
153
76.0
199
33 5
00
0.6
88
H
SS
178
x13
12.7
0
11.4
3
51.7
0.5
07
5 9
70
20.8
234
59.0
317
41 5
00
0.5
59
x9.5
9.5
3
8.5
8
39.5
0.3
88
4 5
60
16.4
184
59.9
246
32 7
00
0.5
59
x8.0
7.9
5
7.1
6
33.3
0.3
27
3 8
40
14.0
157
60.4
208
28 0
00
0.5
59
x6.4
6.3
5
5.7
2
26.8
0.2
63
3 0
90
11.4
129
60.9
169
22 9
00
0.5
59
x4.8
4.7
8
4.3
0
20.4
0.2
00
2 3
40
8.8
3
99.3
61.4
130
17 7
00
0.5
59
H
SS
168
x13
12.7
0
11.4
3
48.7
0.4
78
5 6
30
17.4
207
55.6
282
34 8
00
0.5
29
x9.5
9.5
3
8.5
8
37.3
0.3
66
4 3
00
13.8
164
56.6
219
27 5
00
0.5
29
x8.0
7.9
5
7.1
6
31.4
0.3
08
3 6
20
11.8
140
57.0
186
23 6
00
0.5
29
x6.4
6.3
5
5.7
2
25.4
0.2
49
2 9
20
9.6
6
115
57.5
151
19 3
00
0.5
29
x4.8
4.7
8
4.3
0
19.3
0.1
89
2 2
20
7.4
6
88.6
58.0
116
14 9
00
0.5
29
x3.2
3.1
8
2.8
6
12.9
0.1
27
1 4
90
5.0
9
60.5
58.5
78.3
1
0 2
00
0.5
29
H
SS
152
x9.5
9.5
3
8.5
8
33.6
0.3
29
3 8
80
10.1
132
50.9
178
20 1
00
0.4
79
x8.0
7.9
5
7.1
6
28.3
0.2
78
3 2
60
8.6
3
113
51.4
151
17 3
00
0.4
79
x6.4
6.3
5
5.7
2
22.9
0.2
24
2 6
30
7.0
9
93.1
51.9
123
14 2
00
0.4
79
x4.8
4.7
8
4.3
0
17.4
0.1
71
2 0
00
5.4
9
72.1
52.4
94.4
1
1 0
00
0.4
79
x3.2
3.1
8
2.8
6
11.7
0.1
15
1 3
40
3.7
6
49.3
52.9
64.0
7
520
0.4
79
* D
iam
ete
r x T
hic
kness, see p
age 6
-19.
6-1
10
Are
aI
Sr
ZS
urf
ace
Are
aD
esig
nation*
Nom
inal
Wall
Thic
k-
ness
Mass
Dead
Load
Desig
n
Wall
Thic
k-
ness
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
HO
LL
OW
ST
RU
CT
UR
AL
SE
CT
ION
S
AS
TM
A5
00
- R
ou
nd
PR
OP
ER
TIE
S A
ND
DIM
EN
SIO
NS
Tors
ional
Consta
nt
J
mm
x m
mm
mm
mkg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
3 m
m3
10
3 m
m4
m2/m
H
SS
141
x9.5
9.5
3
8.5
8
31.0
0.3
04
3 5
80
7.9
1
112
47.0
151
15 8
00
0.4
44
x6.4
6.3
5
5.7
2
21.1
0.2
07
2 4
30
5.6
0
79.3
48.0
105
11 2
00
0.4
44
x4.8
4.7
8
4.3
0
16.1
0.1
58
1 8
50
4.3
5
61.5
48.5
80.8
8 7
00
0.4
44
H
SS
127
x13
12.7
0
11.4
3
35.8
0.3
51
4 1
50
7.0
0
110
41.1
153
14 0
00
0.3
99
x9.5
9.5
3
8.5
8
27.6
0.2
71
3 1
90
5.6
2
88.6
42.0
120
11 2
00
0.3
99
x8.0
7.9
5
7.1
6
23.3
0.2
29
2 6
90
4.8
5
76.4
42.4
103
9 7
10
0.3
99
x6.4
6.3
5
5.7
2
18.9
0.1
85
2 1
80
4.0
1
63.2
42.9
84.1
8 0
30
0.3
99
x4.8
4.7
8
4.3
0
14.4
0.1
41
1 6
60
3.1
2
49.2
43.4
64.8
6 2
50
0.3
99
x3.2
3.1
8
2.8
6
9.7
1
0.0
95
1 1
20
2.1
5
33.9
43.9
44.1
4 3
00
0.3
99
H
SS
114
x9.5
9.5
3
8.5
8
24.6
0.2
42
2 8
50
4.0
1
70.1
37.5
96.1
8 0
10
0.3
59
x4.8
4.7
8
4.3
0
12.9
0.1
27
1 4
90
2.2
5
39.4
38.9
52.1
4 5
00
0.3
59
x3.2
3.1
8
2.8
6
8.7
1
0.0
86
1 0
00
1.5
6
27.2
39.4
35.5
3 1
10
0.3
59
H
SS
102
x8.0
7.9
5
7.1
6
18.4
0.1
80
2 1
20
2.3
8
46.9
33.5
63.9
4 7
60
0.3
19
x6.4
6.3
5
5.7
2
14.9
0.1
46
1 7
20
1.9
9
39.1
34.0
52.6
3 9
70
0.3
19
x4.8
4.7
8
4.3
0
11.4
0.1
12
1 3
10
1.5
6
30.7
34.4
40.8
3 1
20
0.3
19
x3.2
3.1
8
2.8
6
7.7
2
0.0
76
888
1.0
8
21.3
34.9
27.9
2 1
70
0.3
19
H
SS
89
x8.0
7.9
5
7.1
6
15.9
0.1
56
1 8
40
1.5
5
34.8
29.0
47.9
3 0
90
0.2
79
x6.4
6.3
5
5.7
2
12.9
0.1
27
1 4
90
1.3
0
29.2
29.5
39.6
2 6
00
0.2
79
x4.8
4.7
8
4.3
0
9.9
2
0.0
97
1 1
40
1.0
3
23.1
29.9
30.8
2 0
50
0.2
79
x3.2
3.1
8
2.8
6
6.7
2
0.0
66
774
0.7
17
16.1
30.4
21.2
1 4
30
0.2
79
H
SS
76
x6.4
6.3
5
5.7
2
10.9
0.1
07
1 2
70
0.7
91
20.8
25.0
28.5
1 5
80
0.2
39
x4.8
4.7
8
4.3
0
8.4
2
0.0
83
972
0.6
30
16.5
25.5
22.3
1 2
60
0.2
39
H
SS
73
x6.4
6.3
5
5.7
2
10.4
0.1
02
1 2
10
0.6
89
18.9
23.9
25.9
1 3
80
0.2
29
x4.8
4.7
8
4.3
0
8.0
4
0.0
79
928
0.5
50
15.1
24.3
20.3
1 1
00
0.2
29
x3.2
3.1
8
2.8
6
5.4
8
0.0
54
631
0.3
88
10.6
24.8
14.1
777
0.2
29
H
SS
64
x6.4
6.3
5
5.7
2
8.9
5
0.0
88
1 0
40
0.4
37
13.8
20.5
19.1
875
0.1
99
x4.8
4.7
8
4.3
0
6.9
2
0.0
68
800
0.3
52
11.1
21.0
15.1
705
0.1
99
x3.2
3.1
8
2.8
6
4.7
3
0.0
46
545
0.2
51
7.9
1
21.5
10.5
502
0.1
99
H
SS
60
x6.4
6.3
5
5.7
2
8.4
5
0.0
83
980
0.3
69
12.2
19.4
17.1
738
0.1
89
x4.8
4.7
8
4.3
0
6.5
4
0.0
64
757
0.2
98
9.9
0
19.9
13.5
597
0.1
89
x3.2
3.1
8
2.8
6
4.4
8
0.0
44
516
0.2
14
7.0
8
20.3
9.4
5
427
0.1
89
H
SS
48
x4.8
4.7
8
4.3
0
5.1
3
0.0
50
595
0.1
45
6.0
2
15.6
8.3
5
291
0.1
52
x3.2
3.1
8
2.8
6
3.5
4
0.0
35
409
0.1
06
4.3
8
16.1
5.9
2
212
0.1
52
* D
iam
ete
r x T
hic
kness, see p
age 6
-19.
6-1
11
Desig
n
Wall
Thic
k-
ness
Sr
ZS
urf
ace
Are
aM
ass
Dead
Load
Are
aI
Nom
inal
Wall
Thic
k-
ness
Desig
nation*
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-1
13
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-1
14
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-1
15
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-1
16
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-1
17
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-1
18
NO
TE
S
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
6-1
19
BU
ILT
-UP
SE
CT
ION
S
Bu
ilt-
up
sec
tio
ns
may
be
fab
rica
ted
fro
m p
late
an
d s
hap
es i
n v
ario
us
con
fig
ura
tio
ns
to
pro
du
ce e
ffic
ien
t an
d e
cono
mic
al s
tru
ctu
ral
sect
ion
s. G
ener
ally
th
e co
mp
on
ents
are
jo
ined
by
wel
din
g,
tho
ug
h b
olt
ing
may
als
o b
e u
sed
fo
r so
me
com
bin
atio
ns.
Fre
qu
entl
y u
sed
bu
ilt-
up
sect
ion
s in
clu
de
do
ub
le a
ng
les
bac
k-t
o-b
ack
, tw
o c
han
nel
s b
ack
-to
-bac
k o
r to
e-to
-to
e, a
nd
a
chan
nel
or
C s
hap
e in
co
mb
inat
ion
wit
h a
W s
hap
e.
Pro
per
ties
an
d d
imen
sio
ns
of
do
ub
le a
ng
les
are
pro
vid
ed f
or
imp
eria
l se
ries
an
gle
s o
n
pag
es 6
-12
0 t
o 6
-127
. In
clu
ded
are
eq
ual
-leg
an
gle
s an
d u
neq
ual
-leg
an
gle
s w
ith
lo
ng
leg
s
bac
k-t
o-b
ack
an
d w
ith
sh
ort
leg
s b
ack
-to
-bac
k.
Pro
per
ties
an
d d
imen
sio
ns
of
do
ub
le c
han
nel
s
are
pro
vid
ed in
ta
ble
s o
n p
ages
6
-12
8 an
d 6
-12
9.
Sec
tio
n p
rop
erti
es o
f b
uil
t-u
p sh
apes
con
sist
ing
of
W s
hap
es a
nd
ch
ann
els
(C s
hap
es)
are
giv
en o
n p
ages
6-1
30
an
d 6
-13
1.
For
mo
re
info
rmat
ion
, th
e fo
llo
win
g
refe
ren
ce
may
be
con
sult
ed:
“Bu
ckli
ng
p
rop
erti
es
of
mo
no
sym
met
ric
I-b
eam
s”,
Kit
ipo
rnch
ai,
S.
and
T
rah
air,
N
.S.,
Jo
urn
al
of
the
Str
uct
ura
l
Div
isio
n,
AS
CE
, V
ol.
10
6, N
o.
ST
5,
May
198
0.
Man
y o
ther
co
mb
inat
ion
s o
f b
uil
t-u
p m
emb
ers
are
po
ssib
le.
Dia
gra
ms
wit
h e
xp
ress
ion
s
and
fo
rmu
lae
for
com
pu
tin
g p
rop
erti
es o
f so
me
po
ssib
le c
om
bin
atio
ns
are
pro
vid
ed o
n p
ages
6-1
33
to
6-1
36
.
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O A
NG
LE
S E
QU
AL
LE
GS
- I
mp
eri
al
Se
rie
s
Ba
ck
-to
-Ba
ck
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
Axis
X-X
Radii
of G
yra
tion a
bout A
xis
Y-Y
IS
ry
Back-t
o-b
ack s
pacin
g, s, m
illim
etr
es
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
08
10
12
16
20
L
203x203
x
29
169
1.6
6
21 6
00
81.4
574
61.4
61.2
86.7
89.6
90.3
91.0
92.5
94.0
x
25
152
1.4
9
19 3
00
73.8
517
61.8
60.1
86.2
89.0
89.7
90.5
91.9
93.4
x
22
134
1.3
1
17 0
00
66.0
458
62.2
58.9
85.7
88.5
89.2
89.9
91.4
92.8
x
19
116
1.1
4
14 8
00
58.0
399
62.6
57.8
85.2
88.0
88.7
89.4
90.9
92.3
x
16
97.4
0.9
55
12 4
00
49.4
337
63.1
56.6
84.8
87.5
88.2
88.9
90.3
91.8
x
14
87.9
0.8
63
11 2
00
44.9
306
63.3
56.0
84.6
87.3
88.0
88.7
90.1
91.5
x
13
78.4
0.7
69
9 9
90
40.4
274
63.6
55.5
84.4
87.0
87.7
88.4
89.8
91.2
L
152x152
x
25
111
1.0
9
14 2
00
29.3
279
45.5
47.2
65.6
68.5
69.3
70.0
71.5
73.1
x
22
98.2
0.9
64
12 5
00
26.3
249
45.9
46.1
65.0
67.9
68.7
69.4
70.9
72.5
x
19
85.4
0.8
38
10 9
00
23.3
218
46.3
45.0
64.5
67.4
68.1
68.9
70.4
71.9
x
16
71.9
0.7
06
9 1
60
20.0
185
46.7
43.9
64.1
66.9
67.6
68.3
69.8
71.3
x
14
65.0
0.6
38
8 2
90
18.2
168
46.9
43.3
63.8
66.6
67.3
68.0
69.5
71.0
x
13
58.1
0.5
70
7 4
00
16.4
150
47.1
42.7
63.6
66.3
67.1
67.8
69.2
70.7
x
11
51.0
0.5
01
6 5
00
14.6
133
47.4
42.1
63.4
66.1
66.8
67.5
69.0
70.4
x
9.5
44.1
0.4
32
5 6
10
12.7
115
47.6
41.5
63.2
65.9
66.6
67.3
68.7
70.1
x
7.9
36.9
0.3
62
4 7
00
10.8
96.8
47.8
41.0
63.0
65.6
66.3
67.0
68.4
69.9
x
6.4
29.7
0.2
91
3 7
80
8.7
3
78.2
48.1
40.4
62.8
65.4
66.1
66.8
68.2
69.6
L
127x127
x
22
80.8
0.7
93
10 3
00
14.8
169
37.9
39.8
55.0
57.9
58.7
59.4
61.0
62.6
x
19
70.4
0.6
91
8 9
70
13.1
149
38.3
38.7
54.4
57.3
58.1
58.8
60.4
61.9
x
16
59.4
0.5
83
7 5
70
11.3
127
38.7
37.6
53.9
56.8
57.5
58.3
59.8
61.3
x
13
48.1
0.4
72
6 1
30
9.3
7
103
39.1
36.4
53.4
56.2
57.0
57.7
59.2
60.7
x
11
42.3
0.4
15
5 3
90
8.3
3
91.4
39.3
35.8
53.2
56.0
56.7
57.4
58.9
60.4
x
9.5
36.6
0.3
59
4 6
60
7.2
8
79.4
39.5
35.3
53.0
55.7
56.4
57.2
58.6
60.1
x
7.9
30.7
0.3
01
3 9
10
6.1
8
66.9
39.8
34.7
52.8
55.5
56.2
56.9
58.3
59.8
x
6.4
24.7
0.2
42
3 1
50
5.0
3
54.2
40.0
34.1
52.6
55.2
55.9
56.6
58.1
59.5
L
102x102
x
19
55.4
0.5
44
7 0
60
6.4
8
93.1
30.3
32.4
44.4
47.4
48.1
48.9
50.5
52.1
x
16
47.0
0.4
61
5 9
80
5.6
2
79.5
30.7
31.3
43.8
46.7
47.5
48.3
49.8
51.4
x
13
38.1
0.3
74
4 8
60
4.6
9
65.3
31.1
30.2
43.3
46.2
46.9
47.7
49.2
50.8
x
11
33.6
0.3
30
4 2
80
4.1
9
57.8
31.3
29.6
43.0
45.9
46.6
47.4
48.9
50.4
x
9.5
29.1
0.2
85
3 7
10
3.6
8
50.4
31.5
29.0
42.8
45.6
46.4
47.1
48.6
50.1
x
7.9
24.4
0.2
40
3 1
10
3.1
3
42.6
31.7
28.4
42.6
45.4
46.1
46.8
48.3
49.8
x
6.4
19.7
0.1
93
2 5
10
2.5
6
34.5
31.9
27.9
42.4
45.1
45.8
46.5
48.0
49.5
L
89x89
x
13
32.9
0.3
23
4 1
90
3.0
3
48.8
26.9
26.9
38.0
40.9
41.7
42.4
44.0
45.6
x
11
29.1
0.2
85
3 7
00
2.7
1
43.3
27.1
26.3
37.7
40.6
41.4
42.1
43.7
45.3
x
9.5
25.2
0.2
47
3 2
10
2.3
9
37.8
27.3
25.7
37.5
40.3
41.1
41.8
43.4
45.0
x
7.9
21.2
0.2
08
2 7
00
2.0
4
32.0
27.5
25.2
37.3
40.1
40.8
41.6
43.1
44.6
x
6.4
17.1
0.1
68
2 1
80
1.6
7
26.0
27.7
24.6
37.0
39.8
40.5
41.3
42.8
44.3
* D
esig
nation c
onsis
ts o
f nom
inal le
g s
izes a
nd thic
kness. F
or
angle
siz
e, see A
ngle
s -
Im
perial S
eries.
Note
: T
he p
ropert
ies o
f angle
s c
urr
ently p
roduced b
y c
old
form
ing a
re u
p to 7
perc
ent le
ss than the p
ropert
ies s
how
n
in
the a
bove table
s. C
heck m
anufa
ctu
rer's c
ata
log for
the e
xact pro
pert
ies a
nd d
imensio
ns. S
ee a
lso p
age 6
-39.
6-1
20
Desig
nation*
Mass
of 2
angle
s
Are
a
of 2
angle
s
Dead
Load
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O A
NG
LE
S E
QU
AL
LE
GS
- I
mp
eri
al
Se
rie
s
Ba
ck
-to
-Ba
ck
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
Axis
X-X
Radii
of G
yra
tion a
bout A
xis
Y-Y
IS
ry
Back-t
o-b
ack s
pacin
g, s, m
illim
etr
es
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
08
10
12
16
20
L
76x76
x
13
27.9
0.2
73
3 5
50
1.8
5
35.1
22.8
23.7
32.9
35.9
36.6
37.4
39.0
40.7
x
11
24.6
0.2
42
3 1
40
1.6
6
31.2
23.0
23.1
32.6
35.5
36.3
37.1
38.7
40.3
x
9.5
21.4
0.2
10
2 7
20
1.4
7
27.3
23.2
22.5
32.3
35.3
36.0
36.8
38.4
40.0
x
7.9
18.0
0.1
77
2 2
90
1.2
6
23.2
23.4
22.0
32.1
35.0
35.7
36.5
38.0
39.6
x
6.4
14.6
0.1
43
1 8
50
1.0
4
18.9
23.6
21.4
31.9
34.7
35.4
36.2
37.7
39.3
x
4.8
11.0
0.1
08
1 4
10
0.8
00
14.4
23.9
20.8
31.7
34.4
35.2
35.9
37.4
39.0
L
64x64
x
13
22.8
0.2
24
2 9
00
1.0
2
23.7
18.8
20.5
27.8
30.8
31.6
32.4
34.1
35.8
x
9.5
17.6
0.1
72
2 2
40
0.8
19
18.6
19.1
19.4
27.2
30.2
31.0
31.8
33.4
35.0
x
7.9
14.8
0.1
46
1 8
90
0.7
07
15.8
19.3
18.8
27.0
29.9
30.7
31.4
33.0
34.7
x
6.4
12.0
0.1
18
1 5
30
0.5
85
12.9
19.5
18.2
26.7
29.6
30.3
31.1
32.7
34.3
x
4.8
9.1
4
0.0
89 6
1 1
60
0.4
55
9.9
2
19.8
17.6
26.5
29.3
30.1
30.8
32.4
34.0
L
51x51
x
9.5
13.8
0.1
35
1 7
50
0.3
99
11.5
15.1
16.2
22.1
25.2
26.0
26.8
28.5
30.2
x
7.9
11.7
0.1
15
1 4
90
0.3
47
9.8
4
15.3
15.6
21.8
24.8
25.6
26.4
28.1
29.8
x
6.4
9.5
0
0.0
93 2
1 2
10
0.2
89
8.0
9
15.5
15.0
21.6
24.5
25.3
26.1
27.7
29.4
x
4.8
7.2
4
0.0
71 0
9
22
0.2
27
6.2
4
15.7
14.5
21.3
24.2
25.0
25.8
27.4
29.1
x
3.2
4.9
1
0.0
48 2
6
26
0.1
58
4.2
9
15.9
13.9
21.1
23.9
24.7
25.5
27.1
28.7
L
44x44
x
6.4
8.2
4
0.0
80 8
1 0
50
0.1
90
6.1
1
13.4
13.4
19.0
22.0
22.8
23.6
25.3
27.0
x
4.8
6.3
0
0.0
61 8
8
02
0.1
50
4.7
3
13.7
12.9
18.8
21.7
22.5
23.3
24.9
26.6
x
3.2
4.2
8
0.0
42 0
5
46
0.1
05
3.2
6
13.9
12.3
18.5
21.4
22.2
23.0
24.6
26.3
L
38x38
x
6.4
6.9
6
0.0
68 3
8
87
0.1
15
4.3
9
11.4
11.8
16.4
19.5
20.3
21.2
22.9
24.6
x
4.8
5.3
4
0.0
52 4
6
80
0.0
91 5
3.4
1
11.6
11.3
16.2
19.2
20.0
20.8
22.5
24.2
x
3.2
3.6
5
0.0
35 8
4
64
0.0
64 8
2.3
7
11.8
10.7
15.9
18.9
19.6
20.5
22.1
23.8
L
32x32
x
6.4
5.7
1
0.0
56 0
7
27
0.0
64 2
2.9
8
9.4
0
10.2
13.9
17.1
17.9
18.8
20.5
22.3
x
4.8
4.4
0
0.0
43 1
5
60
0.0
51 4
2.3
3
9.5
8
9.6
9
13.6
16.7
17.5
18.4
20.1
21.9
x
3.2
3.0
2
0.0
29 6
3
84
0.0
36 8
1.6
2
9.7
9
9.1
2
13.4
16.4
17.2
18.0
19.7
21.5
L
25x25
x
6.4
4.4
3
0.0
43 5
5
65
0.0
30 7
1.8
3
7.3
7
8.6
2
11.3
14.6
15.5
16.4
18.2
20.0
x
4.8
3.4
4
0.0
33 8
4
38
0.0
24 9
1.4
4
7.5
4
8.0
7
11.0
14.2
15.1
16.0
17.8
19.6
x
3.2
2.3
8
0.0
23 3
3
03
0.0
18 1
1.0
1
7.7
3
7.5
2
10.8
13.9
14.7
15.6
17.3
19.1
L
19x19
x
3.2
1.7
5
0.0
17 2
2
23
0.0
07 3
0.5
5
5.7
2
5.9
3
8.2
11.5
12.3
13.2
15.1
16.9
* D
esig
nation c
onsis
ts o
f nom
inal le
g s
izes a
nd thic
kness. F
or
angle
siz
e, see A
ngle
s -
Im
perial S
eries.
Note
: T
he p
ropert
ies o
f angle
s c
urr
ently p
roduced b
y c
old
form
ing a
re u
p to 7
perc
ent le
ss than the p
ropert
ies s
how
n
in
the a
bove table
s. C
heck m
anufa
ctu
rer's c
ata
log for
the e
xact pro
pert
ies a
nd d
imensio
ns. S
ee a
lso p
age 6
-39.
6-1
21
Desig
nation*
Mass
of 2
angle
s
Dead
Load
Are
a
of 2
angle
s
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O A
NG
LE
S U
NE
QU
AL
LE
GS
- I
mp
eri
al
Se
rie
s
Lo
ng
Le
gs
Ba
ck
-to
-Ba
ck
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
Axis
X-X
Radii
of G
yra
tion a
bout A
xis
Y-Y
IS
ry
Back-t
o-b
ack s
pacin
g, s, m
illim
etr
es
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
08
10
12
16
20
L
203x152
x
25
131
1.2
9
16 7
00
67.0
494
63.3
67.4
60.6
63.4
64.1
64.9
66.3
67.9
x
22
116
1.1
4
14 8
00
59.9
438
63.7
66.2
60.1
62.8
63.6
64.3
65.7
67.2
x
19
101
0.9
88
12 8
00
52.7
382
64.1
65.1
59.6
62.3
63.0
63.7
65.2
66.7
x
16
84.6
0.8
30
10 8
00
44.9
323
64.6
64.0
59.1
61.8
62.5
63.2
64.6
66.1
x
14
76.5
0.7
50
9 7
40
40.9
293
64.8
63.4
58.9
61.6
62.3
63.0
64.4
65.8
x
13
68.3
0.6
70
8 6
90
36.8
262
65.0
62.8
58.7
61.4
62.0
62.7
64.1
65.5
L
203x102
x
25
111
1.0
9
14 2
00
57.9
460
63.8
77.2
37.4
40.4
41.2
41.9
43.5
45.1
x
19
85.7
0.8
41
10 9
00
45.7
357
64.7
74.8
36.3
39.1
39.8
40.5
42.1
43.6
x
13
58.3
0.5
72
7 4
20
32.0
245
65.7
72.4
35.3
37.9
38.6
39.3
40.7
42.2
L
178x102
x
19
78.2
0.7
67
9 9
70
31.7
277
56.4
63.8
37.8
40.6
41.4
42.1
43.7
45.2
x
16
65.9
0.6
47
8 4
00
27.1
235
56.8
62.6
37.3
40.0
40.8
41.5
43.0
44.5
x
13
53.3
0.5
23
6 7
90
22.3
191
57.3
61.4
36.8
39.5
40.2
40.9
42.4
43.9
x
11
46.9
0.4
60
5 9
70
19.8
169
57.5
60.8
36.6
39.2
39.9
40.6
42.1
43.6
x
9.5
40.5
0.3
97
5 1
60
17.2
146
57.8
60.2
36.4
39.0
39.7
40.4
41.8
43.3
L
152x102
x
22
80.8
0.7
93
10 3
00
22.9
233
47.2
53.7
40.2
43.2
43.9
44.7
46.3
47.9
x
19
70.4
0.6
91
8 9
70
20.3
204
47.6
52.5
39.7
42.6
43.3
44.1
45.6
47.2
x
16
59.4
0.5
83
7 5
70
17.5
174
48.0
51.4
39.2
42.0
42.7
43.4
44.9
46.5
x
14
53.8
0.5
28
6 8
60
16.0
158
48.2
50.8
38.9
41.7
42.4
43.1
44.6
46.2
x
13
48.1
0.4
72
6 1
30
14.4
141
48.5
50.2
38.7
41.4
42.1
42.8
44.3
45.8
x
11
42.3
0.4
15
5 3
90
12.8
125
48.7
49.6
38.5
41.1
41.9
42.6
44.0
45.5
x
9.5
36.6
0.3
59
4 6
60
11.2
108
48.9
49.1
38.3
40.9
41.6
42.3
43.7
45.2
x
7.9
30.7
0.3
01
3 9
10
9.4
4
91.2
49.2
48.5
38.1
40.7
41.3
42.0
43.5
44.9
L
152x89
x
16
56.2
0.5
51
7 1
60
16.6
169
48.2
53.9
33.0
35.9
36.6
37.4
38.9
40.5
x
13
45.5
0.4
46
5 8
00
13.7
138
48.6
52.7
32.5
35.3
36.0
36.7
38.2
39.8
x
9.5
34.6
0.3
40
4 4
10
10.6
106
49.1
51.6
32.1
34.7
35.4
36.2
37.6
39.1
x
7.9
29.0
0.2
85
3 7
00
9.0
1
89.1
49.3
51.0
31.9
34.5
35.2
35.9
37.3
38.8
L
127x89
x
19
59.0
0.5
79
7 5
20
11.6
140
39.3
44.4
35.5
38.4
39.2
40.0
41.5
43.2
x
16
49.9
0.4
90
6 3
60
10.0
120
39.7
43.2
34.9
37.8
38.5
39.3
40.8
42.4
x
13
40.5
0.3
97
5 1
60
8.3
1
97.9
40.1
42.1
34.4
37.2
37.9
38.7
40.2
41.8
x
9.5
30.9
0.3
03
3 9
30
6.4
8
75.2
40.6
40.9
33.9
36.6
37.4
38.1
39.6
41.1
x
7.9
25.9
0.2
54
3 3
00
5.5
0
63.5
40.8
40.3
33.7
36.4
37.1
37.8
39.3
40.8
x
6.4
20.9
0.2
05
2 6
60
4.4
8
51.4
41.0
39.7
33.5
36.2
36.8
37.5
39.0
40.5
* D
esig
nation c
onsis
ts o
f nom
inal le
g s
izes a
nd thic
kness. F
or
angle
siz
e, see A
ngle
s -
Im
perial S
eries.
Note
: T
he p
ropert
ies o
f angle
s c
urr
ently p
roduced b
y c
old
form
ing a
re u
p to 7
perc
ent le
ss than the p
ropert
ies s
how
n
in
the a
bove table
s. C
heck m
anufa
ctu
rer's c
ata
log for
the e
xact pro
pert
ies a
nd d
imensio
ns. S
ee a
lso p
age 6
-39.
6-1
22
Desig
nation*
Mass
of 2
angle
s
Are
a
of 2
angle
s
Dead
Load
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O A
NG
LE
S U
NE
QU
AL
LE
GS
- I
mp
eri
al
Se
rie
s
Lo
ng
Le
gs
Ba
ck
-to
-Ba
ck
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
Axis
X-X
Radii
of G
yra
tion a
bout A
xis
Y-Y
IS
ry
Back-t
o-b
ack s
pacin
g, s, m
illim
etr
es
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
08
10
12
16
20
L
127x76
x
13
38.0
0
.373
4 8
40
7.8
7
95.3
40.3
44.5
28.4
31.2
32.0
32.7
34.3
35.9
x
11
33.5
0
.328
4 2
60
7.0
1
84.4
40.6
43.9
28.2
30.9
31.7
32.4
33.9
35.5
x
9.5
29.0
0
.284
3 6
90
6.1
4
73.3
40.8
43.3
27.9
30.6
31.4
32.1
33.6
35.2
x
7.9
24.3
0
.239
3 1
00
5.2
1
61.9
41.0
42.7
27.7
30.4
31.1
31.8
33.3
34.8
x
6.4
19.6
0
.193
2 5
00
4.2
5
50.1
41.2
42.1
27.5
30.1
30.8
31.5
33.0
34.5
L
102x89
x
13
35.5
0
.349
4 5
30
4.4
8
63.9
31.5
31.9
36.6
39.5
40.2
41.0
42.6
44.1
x
11
31.3
0
.307
3 9
90
4.0
0
56.7
31.7
31.3
36.4
39.2
40.0
40.7
42.2
43.8
x
9.5
27.1
0
.266
3 4
60
3.5
2
49.4
31.9
30.8
36.1
38.9
39.7
40.4
41.9
43.5
x
7.9
22.8
0
.224
2 9
10
3.0
0
41.7
32.1
30.2
35.9
38.7
39.4
40.1
41.6
43.2
x
6.4
18.4
0
.180
2 3
40
2.4
5
33.9
32.3
29.6
35.7
38.4
39.1
39.9
41.3
42.9
L
102x76
x
16
40.5
0
.397
5 1
60
5.0
9
75.9
31.4
35.0
30.9
33.9
34.6
35.4
37.0
38.7
x
13
33.0
0
.324
4 2
00
4.2
5
62.4
31.8
33.9
30.3
33.2
34.0
34.8
36.3
37.9
x
11
29.1
0
.286
3 7
10
3.8
0
55.3
32.0
33.3
30.1
32.9
33.7
34.4
36.0
37.6
x
9.5
25.2
0
.248
3 2
10
3.3
4
48.2
32.2
32.7
29.8
32.6
33.4
34.1
35.7
37.2
x
7.9
21.2
0
.208
2 7
00
2.8
5
40.7
32.4
32.1
29.6
32.4
33.1
33.8
35.4
36.9
x
6.4
17.1
0
.168
2 1
80
2.3
3
33.1
32.7
31.6
29.4
32.1
32.8
33.6
35.0
36.6
L
89x76
x
13
30.4
0
.298
3 8
70
2.8
7
47.7
27.3
28.6
31.5
34.5
35.2
36.0
37.6
39.2
x
9.5
23.3
0
.228
2 9
70
2.2
7
36.9
27.7
27.4
31.0
33.9
34.6
35.4
36.9
38.5
x
7.9
19.6
0
.192
2 5
00
1.9
4
31.3
27.9
26.9
30.8
33.6
34.3
35.1
36.6
38.2
x
6.4
15.8
0
.155
2 0
20
1.5
9
25.4
28.1
26.3
30.6
33.3
34.1
34.8
36.3
37.9
L
89x64
x
13
27.9
0
.273
3 5
50
2.7
0
46.2
27.6
30.6
25.3
28.3
29.1
29.8
31.5
33.1
x
9.5
21.4
0
.210
2 7
20
2.1
3
35.9
28.0
29.5
24.8
27.6
28.4
29.2
30.8
32.4
x
7.9
18.0
0
.177
2 2
90
1.8
2
30.4
28.2
28.9
24.5
27.4
28.1
28.9
30.4
32.0
x
6.4
14.6
0
.143
1 8
50
1.5
0
24.7
28.4
28.3
24.3
27.1
27.8
28.6
30.1
31.7
L
76x64
x
13
25.3
0
.248
3 2
30
1.7
3
34.1
23.2
25.4
26.4
29.5
30.2
31.0
32.7
34.4
x
9.5
19.5
0
.191
2 4
80
1.3
8
26.6
23.6
24.3
25.9
28.8
29.6
30.4
32.0
33.6
x
7.9
16.4
0
.161
2 0
90
1.1
8
22.6
23.8
23.7
25.7
28.5
29.3
30.0
31.6
33.3
x
6.4
13.3
0
.130
1 6
90
0.9
77
18.4
24.0
23.1
25.4
28.2
29.0
29.7
31.3
32.9
x
4.8
10.1
0
.098 9
1 2
80
0.7
55
14.1
24.2
22.6
25.2
28.0
28.7
29.4
31.0
32.6
* D
esig
nation c
onsis
ts o
f nom
inal le
g s
izes a
nd thic
kness. F
or
angle
siz
e, see A
ngle
s -
Im
perial S
eries.
Note
: T
he p
ropert
ies o
f angle
s c
urr
ently p
roduced b
y c
old
form
ing a
re u
p to 7
perc
ent le
ss than the p
ropert
ies s
how
n
in
the a
bove table
s. C
heck m
anufa
ctu
rer's c
ata
log for
the e
xact pro
pert
ies a
nd d
imensio
ns. S
ee a
lso p
age 6
-39.
6-1
23
Desig
nation*
Mass
of 2
angle
s
Dead
Load
Are
a
of 2
angle
s
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O A
NG
LE
S U
NE
QU
AL
LE
GS
- I
mp
eri
al
Se
rie
s
Lo
ng
Le
gs
Ba
ck
-to
-Ba
ck
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
Axis
X-X
Radii
of G
yra
tion a
bout A
xis
Y-Y
IS
ry
Back-t
o-b
ack s
pacin
g, s, m
illim
etr
es
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
08
10
12
16
20
L
76x51
x
13
22.8
0.2
24
2 9
00
1.6
0
32.9
23.5
27.5
20.3
23.4
24.2
25.0
26.7
28.4
x
9.5
17.6
0.1
72
2 2
40
1.2
8
25.6
23.9
26.4
19.7
22.7
23.5
24.3
25.9
27.6
x
7.9
14.8
0.1
46
1 8
90
1.1
0
21.8
24.1
25.8
19.5
22.4
23.1
23.9
25.6
27.2
x
6.4
12.0
0.1
18
1 5
30
0.9
05
17.8
24.3
25.2
19.2
22.1
22.8
23.6
25.2
26.8
x
4.8
9.1
4
0.0
89 6
1 1
60
0.7
00
13.6
24.5
24.6
19.0
21.8
22.5
23.3
24.8
26.5
L
64x51
x
9.5
15.7
0.1
54
2 0
00
0.7
60
17.9
19.5
21.1
20.8
23.8
24.6
25.4
27.1
28.8
x
7.9
13.3
0.1
30
1 6
90
0.6
56
15.3
19.7
20.6
20.5
23.5
24.3
25.1
26.7
28.4
x
6.4
10.8
0.1
06
1 3
70
0.5
44
12.5
19.9
20.0
20.3
23.2
23.9
24.7
26.3
28.0
x
4.8
8.1
9
0.0
80 3
1 0
40
0.4
23
9.6
0
20.1
19.4
20.1
22.9
23.6
24.4
26.0
27.6
L
51x38
x
6.4
8.2
3
0.0
80 7
1 0
50
0.2
63
7.7
4
15.8
16.9
15.2
18.2
19.0
19.8
21.5
23.3
x
4.8
6.2
9
0.0
61 7
8
01
0.2
06
5.9
7
16.0
16.3
14.9
17.9
18.6
19.5
21.1
22.8
x
3.2
4.2
8
0.0
42 0
5
45
0.1
44
4.1
1
16.3
15.7
14.7
17.5
18.3
19.1
20.7
22.4
* D
esig
nation c
onsis
ts o
f nom
inal le
g s
izes a
nd thic
kness. F
or
angle
siz
e, see A
ngle
s -
Im
perial S
eries.
Note
: T
he p
ropert
ies o
f angle
s c
urr
ently p
roduced b
y c
old
form
ing a
re u
p to 7
perc
ent le
ss than the p
ropert
ies s
how
n
in
the a
bove table
s. C
heck m
anufa
ctu
rer's c
ata
log for
the e
xact pro
pert
ies a
nd d
imensio
ns. S
ee a
lso p
age 6
-39.
6-1
24
Desig
nation*
Mass
of 2
angle
s
Are
a
of 2
angle
s
Dead
Load
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O A
NG
LE
S U
NE
QU
AL
LE
GS
- I
mp
eri
al
Se
rie
s
Sh
ort
Le
gs
Ba
ck
-to
-Ba
ck
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
Axis
X-X
Radii
of G
yra
tion a
bout A
xis
Y-Y
IS
ry
Back-t
o-b
ack s
pacin
g, s, m
illim
etr
es
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
08
10
12
16
20
L
203x152
x
25
131
1.2
9
16 7
00
32.0
291
43.7
41.9
92.4
95.4
96.1
96.9
98.4
100
x
22
116
1.1
4
14 8
00
28.8
259
44.1
40.7
91.9
94.8
95.6
96.3
97.8
99.3
x
19
101
0.9
88
12 8
00
25.4
226
44.5
39.6
91.4
94.3
95.0
95.7
97.2
98.8
x
16
84.6
0.8
30
10 8
00
21.8
192
44.9
38.5
90.9
93.7
94.5
95.2
96.7
98.2
x
14
76.5
0.7
50
9 7
40
19.9
174
45.2
37.9
90.6
93.5
94.2
94.9
96.4
97.9
x
13
68.3
0.6
70
8 6
90
17.9
156
45.4
37.3
90.4
93.2
93.9
94.6
96.1
97.6
L
203x102
x
25
111
1.0
9
14 2
00
9.8
1
130
26.3
26.7
100
103
104
105
106
108
x
19
85.7
0.8
41
10 9
00
7.9
0
102
26.9
24.3
98.9
102
103
104
105
107
x
13
58.3
0.5
72
7 4
20
5.6
7
70.9
27.6
21.9
97.8
101
102
102
104
105
L
178x102
x
19
78.2
0.7
67
9 9
70
7.6
4
100
27.7
25.8
85.1
88.1
88.9
89.7
91.3
92.8
x
16
65.9
0.6
47
8 4
00
6.6
1
85.4
28.1
24.6
84.5
87.5
88.3
89.1
90.6
92.2
x
13
53.3
0.5
23
6 7
90
5.5
0
69.9
28.5
23.4
84.0
86.9
87.7
88.5
90.0
91.5
x
11
46.9
0.4
60
5 9
70
4.9
0
61.9
28.7
22.8
83.7
86.6
87.4
88.2
89.7
91.2
x
9.5
40.5
0.3
97
5 1
60
4.3
0
53.9
28.9
22.2
83.4
86.4
87.1
87.9
89.4
90.9
L
152x102
x
22
80.8
0.7
93
10 3
00
8.2
0
112
28.2
28.7
71.5
74.5
75.3
76.1
77.6
79.2
x
19
70.4
0.6
91
8 9
70
7.3
2
98.3
28.6
27.5
70.9
73.9
74.7
75.5
77.0
78.6
x
16
59.4
0.5
83
7 5
70
6.3
4
83.8
28.9
26.4
70.3
73.3
74.1
74.8
76.4
77.9
x
14
53.8
0.5
28
6 8
60
5.8
2
76.4
29.1
25.8
70.1
73.0
73.8
74.5
76.1
77.6
x
13
48.1
0.4
72
6 1
30
5.2
8
68.7
29.3
25.2
69.8
72.7
73.5
74.2
75.8
77.3
x
11
42.3
0.4
15
5 3
90
4.7
1
60.9
29.6
24.6
69.5
72.4
73.2
73.9
75.5
77.0
x
9.5
36.6
0.3
59
4 6
60
4.1
3
53.0
29.8
24.1
69.3
72.2
72.9
73.7
75.2
76.7
x
7.9
30.7
0.3
01
3 9
10
3.5
1
44.7
30.0
23.5
69.0
71.9
72.6
73.4
74.9
76.4
L
152x89
x
16
56.2
0.5
51
7 1
60
4.2
3
63.6
24.3
22.4
72.3
75.3
76.1
76.9
78.5
80.1
x
13
45.5
0.4
46
5 8
00
3.5
4
52.2
24.7
21.2
71.7
74.7
75.5
76.3
77.8
79.4
x
9.5
34.6
0.3
40
4 4
10
2.7
8
40.4
25.1
20.0
71.2
74.2
74.9
75.7
77.2
78.7
x
7.9
29.0
0.2
85
3 7
00
2.3
7
34.1
25.3
19.4
70.9
73.9
74.6
75.4
76.9
78.4
L
127x89
x
19
59.0
0.5
79
7 5
20
4.6
3
72.8
24.8
25.3
59.3
62.3
63.1
63.9
65.5
67.1
x
16
49.9
0.4
90
6 3
60
4.0
3
62.2
25.2
24.2
58.7
61.7
62.5
63.2
64.8
66.4
x
13
40.5
0.3
97
5 1
60
3.3
7
51.2
25.6
23.0
58.1
61.1
61.9
62.6
64.2
65.7
x
9.5
30.9
0.3
03
3 9
30
2.6
5
39.6
26.0
21.9
57.6
60.5
61.3
62.0
63.6
65.1
x
7.9
25.9
0.2
54
3 3
00
2.2
6
33.5
26.2
21.3
57.4
60.3
61.0
61.7
63.3
64.8
x
6.4
20.9
0.2
05
2 6
60
1.8
6
27.2
26.4
20.7
57.1
60.0
60.7
61.5
63.0
64.5
* D
esig
nation c
onsis
ts o
f nom
inal le
g s
izes a
nd thic
kness. F
or
angle
siz
e, see A
ngle
s -
Im
perial S
eries.
Note
: T
he p
ropert
ies o
f angle
s c
urr
ently p
roduced b
y c
old
form
ing a
re u
p to 7
perc
ent le
ss than the p
ropert
ies s
how
n
in
the a
bove table
s. C
heck m
anufa
ctu
rer's c
ata
log for
the e
xact pro
pert
ies a
nd d
imensio
ns. S
ee a
lso p
age 6
-39.
6-1
25
Desig
nation*
Mass
of 2
angle
s
Are
a
of 2
angle
s
Dead
Load
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O A
NG
LE
S U
NE
QU
AL
LE
GS
- I
mp
eri
al
Se
rie
s
Sh
ort
Le
gs
Ba
ck
-to
-Ba
ck
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
Axis
X-X
Radii
of G
yra
tion a
bout A
xis
Y-Y
IS
ry
Back-t
o-b
ack s
pacin
g, s, m
illim
etr
es
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
08
10
12
16
20
L
127x76
x
13
38.0
0
.373
4 8
40
2.1
5
37.6
21.1
19.1
60.0
63.0
63.8
64.6
66.2
67.8
x
11
33.5
0
.328
4 2
60
1.9
3
33.4
21.3
18.5
59.7
62.7
63.5
64.3
65.8
67.4
x
9.5
29.0
0
.284
3 6
90
1.7
0
29.1
21.5
17.9
59.5
62.4
63.2
64.0
65.5
67.1
x
7.9
24.3
0
.239
3 1
00
1.4
5
24.7
21.7
17.3
59.2
62.1
62.9
63.7
65.2
66.8
x
6.4
19.6
0
.193
2 5
00
1.2
0
20.1
21.9
16.7
58.9
61.9
62.6
63.4
64.9
66.4
L
102x89
x
13
35.5
0
.349
4 5
30
3.1
6
49.7
26.4
25.4
44.8
47.7
48.5
49.3
50.8
52.4
x
11
31.3
0
.307
3 9
90
2.8
3
44.1
26.6
24.8
44.6
47.5
48.2
49.0
50.5
52.1
x
9.5
27.1
0
.266
3 4
60
2.4
9
38.5
26.8
24.2
44.3
47.2
47.9
48.7
50.2
51.8
x
7.9
22.8
0
.224
2 9
10
2.1
3
32.6
27.1
23.6
44.1
46.9
47.6
48.4
49.9
51.4
x
6.4
18.4
0
.180
2 3
40
1.7
4
26.5
27.3
23.1
43.8
46.6
47.4
48.1
49.6
51.1
L
102x76
x
16
40.5
0
.397
5 1
60
2.4
0
44.3
21.6
22.1
47.0
50.1
50.9
51.6
53.2
54.9
x
13
33.0
0
.324
4 2
00
2.0
2
36.6
21.9
21.0
46.5
49.4
50.2
51.0
52.6
54.2
x
11
29.1
0
.286
3 7
10
1.8
1
32.5
22.1
20.4
46.2
49.1
49.9
50.7
52.2
53.8
x
9.5
25.2
0
.248
3 2
10
1.6
0
28.4
22.3
19.8
45.9
48.9
49.6
50.4
51.9
53.5
x
7.9
21.2
0
.208
2 7
00
1.3
7
24.1
22.5
19.2
45.7
48.6
49.3
50.1
51.6
53.2
x
6.4
17.1
0
.168
2 1
80
1.1
3
19.6
22.7
18.7
45.4
48.3
49.0
49.8
51.3
52.9
L
89x76
x
13
30.4
0
.298
3 8
70
1.9
4
35.9
22.4
22.2
39.5
42.5
43.2
44.0
45.6
47.2
x
9.5
23.3
0
.228
2 9
70
1.5
4
27.9
22.8
21.1
39.0
41.9
42.6
43.4
45.0
46.6
x
7.9
19.6
0
.192
2 5
00
1.3
2
23.7
23.0
20.5
38.7
41.6
42.3
43.1
44.6
46.2
x
6.4
15.8
0
.155
2 0
20
1.0
9
19.3
23.2
19.9
38.5
41.3
42.1
42.8
44.3
45.9
L
89x64
x
13
27.9
0
.273
3 5
50
1.1
4
24.9
17.9
17.9
41.2
44.2
45.0
45.8
47.4
49.1
x
9.5
21.4
0
.210
2 7
20
0.9
08
19.4
18.3
16.8
40.6
43.6
44.4
45.2
46.8
48.4
x
7.9
18.0
0
.177
2 2
90
0.7
82
16.5
18.5
16.2
40.4
43.3
44.1
44.9
46.4
48.0
x
6.4
14.6
0
.143
1 8
50
0.6
47
13.5
18.7
15.6
40.1
43.0
43.8
44.5
46.1
47.7
L
76x64
x
13
25.3
0
.248
3 2
30
1.0
8
24.4
18.3
19.1
34.4
37.4
38.2
39.0
40.7
42.3
x
9.5
19.5
0
.191
2 4
80
0.8
68
19.0
18.7
17.9
33.8
36.8
37.6
38.4
40.0
41.6
x
7.9
16.4
0
.161
2 0
90
0.7
48
16.2
18.9
17.4
33.6
36.5
37.3
38.1
39.6
41.3
x
6.4
13.3
0
.130
1 6
90
0.6
19
13.2
19.1
16.8
33.3
36.2
37.0
37.8
39.3
40.9
x
4.8
10.1
0
.098 9
1 2
80
0.4
80
10.2
19.3
16.2
33.1
36.0
36.7
37.5
39.0
40.6
* D
esig
nation c
onsis
ts o
f nom
inal le
g s
izes a
nd thic
kness. F
or
angle
siz
e, see A
ngle
s -
Im
perial S
eries.
Note
: T
he p
ropert
ies o
f angle
s c
urr
ently p
roduced b
y c
old
form
ing a
re u
p to 7
perc
ent le
ss than the p
ropert
ies s
how
n
in
the a
bove table
s. C
heck m
anufa
ctu
rer's c
ata
log for
the e
xact pro
pert
ies a
nd d
imensio
ns. S
ee a
lso p
age 6
-39.
6-1
26
Desig
nation*
Mass
of 2
angle
s
Dead
Load
Are
a
of 2
angle
s
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O A
NG
LE
S U
NE
QU
AL
LE
GS
- I
mp
eri
al
Se
rie
s
Sh
ort
Le
gs
Ba
ck
-to
-Ba
ck
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
Axis
X-X
Radii
of G
yra
tion a
bout A
xis
Y-Y
IS
ry
Back-t
o-b
ack s
pacin
g, s, m
illim
etr
es
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
mm
08
10
12
16
20
L
76x51
x
13
22.8
0.2
24
2 9
00
0.5
59
15.5
13.9
14.8
36.2
39.3
40.1
40.9
42.6
44.3
x
9.5
17.6
0.1
72
2 2
40
0.4
52
12.2
14.2
13.7
35.6
38.6
39.4
40.2
41.9
43.5
x
7.9
14.8
0.1
46
1 8
90
0.3
92
10.4
14.4
13.1
35.3
38.3
39.1
39.9
41.5
43.2
x
6.4
12.0
0.1
18
1 5
30
0.3
26
8.5
2
14.6
12.5
35.0
38.0
38.8
39.6
41.2
42.8
x
4.8
9.1
4
0.0
89 6
1 1
60
0.2
55
6.5
6
14.8
11.9
34.8
37.7
38.5
39.3
40.8
42.5
L
64x51
x
9.5
15.7
0.1
54
2 0
00
0.4
28
11.9
14.6
14.8
28.7
31.8
32.6
33.4
35.0
36.7
x
7.9
13.3
0.1
30
1 6
90
0.3
72
10.2
14.8
14.2
28.5
31.5
32.3
33.1
34.7
36.4
x
6.4
10.8
0.1
06
1 3
70
0.3
10
8.3
4
15.0
13.6
28.2
31.2
32.0
32.7
34.3
36.0
x
4.8
8.1
9
0.0
80 3
1 0
40
0.2
42
6.4
2
15.2
13.1
28.0
30.9
31.6
32.4
34.0
35.6
L
51x38
x
6.4
8.2
3
0.0
80 7
1 0
50
0.1
26
4.5
7
11.0
10.5
23.1
26.2
27.0
27.8
29.5
31.2
x
4.8
6.2
9
0.0
61 7
8
01
0.1
00
3.5
4
11.2
9.9
322.9
25.9
26.6
27.5
29.1
30.8
x
3.2
4.2
8
0.0
42 0
5
45
0.0
71
2.4
6
11.4
9.3
522.6
25.5
26.3
27.1
28.7
30.4
* D
esig
nation c
onsis
ts o
f nom
inal le
g s
izes a
nd thic
kness. F
or
angle
siz
e, see A
ngle
s -
Im
perial S
eries.
Note
: T
he p
ropert
ies o
f angle
s c
urr
ently p
roduced b
y c
old
form
ing a
re u
p to 7
perc
ent le
ss than the p
ropert
ies s
how
n
in
the a
bove table
s. C
heck m
anufa
ctu
rer's c
ata
log for
the e
xact pro
pert
ies a
nd d
imensio
ns. S
ee a
lso p
age 6
-39.
6-1
27
Desig
nation*
Mass
of 2
angle
s
Are
a
of 2
angle
s
Dead
Load
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n
TW
O C
HA
NN
EL
S
To
e-t
o-T
oe
PR
OP
ER
TIE
S O
F S
EC
TIO
NS
I yS
yr y
I yS
yr y
kg/m
kN
/mm
m2
10
6 m
m4
10
3 m
m3
mm
10
6 m
m4
10
3 m
m3
mm
10
6 m
m4
10
3 m
m3
mm
M
C460
x
86*
173
1.6
9
22 0
00
564
2 4
60
160
174
1 6
30
88.9
954
4 1
70
208
x
77.2
*154
1.5
2
19 7
00
522
2 2
80
163
147
1 4
10
86.3
854
3 7
40
208
x
68.2
*136
1.3
4
17 4
00
482
2 1
00
166
124
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10
84.4
753
3 3
00
208
x
63.5
*127
1.2
5
16 2
00
462
2 0
20
169
110
1 1
00
82.4
701
3 0
70
208
C
380
x
74*
149
1.4
6
19 0
00
336
1 7
60
133
112
1 1
90
76.9
558
2 9
30
172
x
60*
119
1.1
7
15 1
00
290
1 5
20
138
80.2
901
72.8
449
2 3
60
172
x
50*
101
0.9
90
12 9
00
262
1 3
70
143
62.8
730
69.9
381
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172
C
310
x
45
89.3
0.8
76
11 4
00
135
884
109
49.4
618
65.9
213
1 4
00
137
x
37
74.1
0.7
27
9 4
40
120
786
113
37.6
488
63.1
177
1 1
60
137
x
31
61.5
0.6
04
7 8
40
107
702
117
28.1
380
59.9
146
956
136
C
250
x
45
89.0
0.8
73
11 3
00
85.6
674
86.9
43.6
574
62.0
142
1 1
20
112
x
37
74.6
0.7
31
9 5
00
75.8
598
89.4
34.0
466
59.8
120
949
113
x
30
59.3
0.5
82
7 5
60
65.4
514
93.0
24.0
348
56.4
96.5
760
113
x
23
45.2
0.4
43
5 7
60
55.6
438
98.2
15.7
242
52.3
72.9
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113
C
230
x
30*
59.7
0.5
85
7 6
00
51.0
444
81.9
22.7
339
54.7
77.6
677
101
x
22
44.6
0.4
37
5 6
80
42.6
372
86.6
14.7
233
50.9
57.8
505
101
x
20
39.7
0.3
90
5 0
60
39.6
346
88.6
12.0
197
48.8
51.3
448
101
C
200
x
28
55.9
0.5
48
7 1
20
36.4
360
71.6
19.2
299
51.9
55.7
548
88.4
x
21
40.8
0.4
00
5 2
00
29.8
294
75.8
11.8
200
47.6
41.1
405
88.9
x
17
34.1
0.3
34
4 3
40
27.0
266
78.7
8.9
3
157
45.3
33.9
334
88.4
C
180
x
22
43.6
0.4
28
5 5
60
22.6
254
63.7
12.1
209
46.7
32.8
369
76.8
x
18
36.3
0.3
56
4 6
20
20.0
226
65.9
9.0
2
164
44.2
27.5
309
77.1
x
15
29.0
0.2
85
3 7
00
17.7
199
69.3
6.4
9
123
41.9
21.7
244
76.6
C
150
x
19
38.5
0.3
77
4 9
00
14.2
187
53.9
9.1
3
169
43.2
20.4
268
64.5
x
16
31.1
0.3
05
3 9
60
12.4
164
56.1
6.5
4
128
40.6
16.6
219
64.8
x
12
24.0
0.2
36
3 0
60
10.7
141
59.1
4.3
3
90.1
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12.7
168
64.5
C
130
x
13
26.5
0.2
60
3 3
80
7.3
2
115
46.5
4.6
4
98.8
37.1
9.4
7
149
52.9
x
10
19.8
0.1
94
2 5
20
6.1
8
97.2
49.5
2.9
2
66.4
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7.0
0
110
52.7
C
100
x
11
21.5
0.2
11
2 7
40
3.8
2
74.8
37.3
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7
71.3
33.5
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2
90.6
41.1
x
918.7
0.1
83
2 3
80
3.5
4
69.2
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2.5
2
59.9
32.5
4.0
1
78.6
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x
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0.1
57
2 0
40
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2
63.2
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1.9
1
47.7
30.6
3.4
3
67.3
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C
75
x
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0.1
72
2 2
40
1.6
9
44.6
27.4
2.0
7
51.6
30.4
†
††
x
714.7
0.1
44
1 8
70
1.5
0
39.4
28.3
1.4
6
39.6
28.0
1.5
6
41.1
28.9
x
612.0
0.1
17
1 5
30
1.3
4
35.2
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3
29.5
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7
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†
Th
e c
on
ditio
n c
= d
ca
nn
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be
me
t fo
r th
is s
ectio
n.
* N
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ava
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rom
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na
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c =
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hannel
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o C
hannels
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Load
Are
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an
db
oo
k o
f S
tee
l C
on
str
uctio
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NN
EL
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Ba
ck
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10
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m4
10
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m3
mm
08
10
12
16
20
M
C460
x
86*
173
1.6
9
22 0
00
564
2 4
60
160
33.9
36.6
37.3
38.0
39.5
41.1
x
77.2
*154
1.5
2
19 7
00
522
2 2
80
163
34.2
36.8
37.6
38.3
39.8
41.3
x
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1.3
4
17 4
00
482
2 1
00
166
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37.2
37.9
38.6
40.1
41.6
x
63.5
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5
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00
462
2 0
20
169
35.0
37.7
38.4
39.1
40.6
42.1
C
380
x
74*
149
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6
19 0
00
336
1 7
60
133
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32.8
33.5
34.3
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37.5
x
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119
1.1
7
15 1
00
290
1 5
20
138
30.0
32.8
33.5
34.2
35.8
37.4
x
50*
101
0.9
90
12 9
00
262
1 3
70
143
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34.7
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37.8
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310
x
45
89.3
0.8
76
11 4
00
135
884
109
25.7
28.5
29.3
30.0
31.6
33.2
x
37
74.1
0.7
27
9 4
40
120
786
113
26.2
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29.7
30.4
32.0
33.6
x
31
61.5
0.6
04
7 8
40
107
702
117
26.7
29.5
30.3
31.0
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250
x
45
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73
11 3
00
85.6
674
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x
37
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0.7
31
9 5
00
75.8
598
89.4
23.3
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27.7
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x
30
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0.5
82
7 5
60
65.4
514
93.0
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23
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43
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60
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438
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28.3
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230
x
30*
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0.5
85
7 6
00
51.0
444
81.9
22.0
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25.6
26.4
28.0
29.7
x
22
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37
5 6
80
42.6
372
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28.5
30.1
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20
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90
5 0
60
39.6
346
88.6
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26.3
27.1
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200
x
28
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0.5
48
7 1
20
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360
71.6
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21
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00
5 2
00
29.8
294
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25.3
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28.6
x
17
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0.3
34
4 3
40
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266
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180
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22
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28
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60
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254
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18
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0.3
56
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20
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226
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22.4
23.2
24.0
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x
15
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0.2
85
3 7
00
17.7
199
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150
x
19
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0.3
77
4 9
00
14.2
187
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22.2
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26.4
x
16
31.1
0.3
05
3 9
60
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164
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22.1
22.9
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x
12
24.0
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36
3 0
60
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141
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130
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0.2
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80
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10
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94
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20
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8
97.2
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100
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11
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40
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x
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0.1
83
2 3
80
3.5
4
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57
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40
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2
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72
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40
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9
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22.1
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x
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0.1
44
1 8
70
1.5
0
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14.9
18.0
18.9
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x
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0.1
17
1 5
30
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4
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19.8
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ava
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00
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10
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00
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00
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3
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00
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80
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00
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00
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00
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50
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00
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00
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00
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00
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00
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1
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00
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00
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395
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00
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40
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80
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00
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00
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20
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00
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00
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00
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50
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384
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00
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90
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00
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00
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10
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00
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00
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00
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40
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00
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00
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50
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00
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00
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00
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90
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00
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60
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40
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00
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20
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60
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90
315
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319
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30
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30
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60
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80
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90
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00
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50
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20
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40
311
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00
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50
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80
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70
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40
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10
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90
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50
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20
250
391
231
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60
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60
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50
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364
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00
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40
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10
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248
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00
904
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50
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90
216
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00
817
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90
3 7
90
221
329
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1.4
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00
826
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10
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40
213
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186
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1
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00
745
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50
218
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210
W460x74
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40
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00
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00
153
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119
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00
277
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90
161
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W360x45
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50
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765
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10
175
756
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80
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127
W310x39
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82
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20
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W250x33
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50
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28
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60
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an
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Shear
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e
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nt
Warp
ing
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Monosym
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y
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nt †
IS
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0J
Cw
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10
6 m
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10
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10
3 m
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10
9 m
m6
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352.5
387
1 6
90
92.8
212
9 7
40
53 5
00
523
339.1
287
1 5
10
81.5
156
9 6
50
48 2
00
395
335.2
376
1 6
50
93.8
216
8 2
10
50 1
00
538
321.9
276
1 4
50
82.0
161
8 1
20
45 1
00
411
317.1
365
1 6
00
95.1
220
6 7
80
46 5
00
554
303.8
265
1 3
90
82.7
167
6 6
90
42 0
00
428
302.2
354
1 5
50
95.9
225
5 6
60
43 2
00
570
288.9
254
1 3
30
83.1
173
5 5
70
39 1
00
445
288.1
343
1 5
00
96.7
230
4 7
30
39 8
00
586
274.8
243
1 2
80
83.3
180
4 6
40
36 1
00
464
290.5
345
1 5
10
96.6
214
5 6
50
35 0
00
545
277.1
245
1 2
90
83.3
167
5 5
60
31 7
00
430
274.0
334
1 4
60
97.8
219
4 5
60
31 8
00
562
260.6
234
1 2
30
84.0
174
4 4
70
28 9
00
450
257.5
321
1 4
10
99.0
224
3 5
60
28 2
00
581
244.1
221
1 1
60
84.4
182
3 4
70
25 8
00
474
260.6
313
1 3
70
97.0
215
4 5
50
21 6
00
548
247.3
213
1 1
20
82.2
178
4 4
60
19 8
00
452
248.1
306
1 3
40
98.4
217
3 8
40
19 9
00
558
234.7
206
1 0
80
83.0
182
3 7
50
18 3
00
465
237.1
300
1 3
10
99.6
219
3 2
00
18 3
00
568
223.7
200
1 0
50
83.7
186
3 1
10
16 9
00
479
223.7
292
1 2
80
101
222
2 5
80
16 3
00
582
210.4
192
1 0
10
84.6
192
2 4
90
15 2
00
498
219.8
197
1 0
40
83.9
172
3 4
70
13 5
00
442
200.2
120
785
68.5
114
3 2
00
11 4
00
292
202.5
189
991
85.5
176
2 6
20
12 0
00
460
182.9
111
730
69.1
122
2 3
50
10 2
00
314
190.0
183
959
86.9
179
2 0
90
10 8
00
474
170.3
105
690
69.6
128
1 8
20
9 2
50
331
175.1
170
894
87.4
173
1 9
60
6 8
20
457
155.4
92.8
609
68.5
133
1 6
90
5 9
10
338
163.3
165
868
89.1
175
1 5
40
6 0
00
469
143.7
87.8
576
69.3
139
1 2
70
5 2
40
357
151.5
158
829
90.5
162
1 4
40
3 7
90
434
131.9
80.4
527
69.2
136
1 1
70
3 3
50
347
142.9
155
813
92.2
162
1 1
80
3 3
60
439
123.2
77.3
507
70.2
139
914
2 9
90
360
124.8
148
775
96.3
143
938
1 8
00
384
105.2
70.1
460
72.3
131
669
1 6
30
342
103.6
141
741
103
125
647
897
313
84.0
63.6
417
77.1
124
378
831
331
75.8
61.7
404
79.9
111
312
533
287
67.6
36.0
283
64.6
100
246
493
268
69.6
60.8
398
82.8
98.2
278
377
231
61.4
35.1
276
67.0
89.9
212
349
237
55.3
32.5
256
67.9
83.8
185
168
192
49.8
18.2
180
53.6
71.7
152
153
188
43.6
16.8
166
55.0
65.2
125
74.0
147
†!
X is p
ositiv
e w
hen the larg
er
flange is in fle
xura
l com
pre
ssio
n, and n
egative o
therw
ise.
6-1
31
Axis
Y-Y
Mass
CIS
C H
an
db
oo
k o
f S
tee
l C
on
str
uctio
n