structural shapes
TRANSCRIPT
W S
HA
PE
SD
imen
sion
s
Des
ig-
nat
ion
Are
aA
Dep
thd
Web
Fla
ng
eD
ista
nce
Th
ickn
ess
t wt w 2
Wid
thb
f
Th
ickn
ess
t fT
kk 1
in.2
in.
in.
in.
in.
in.
in.
in.
in.
W44
×335
98.
344
.02
441.
020
11 ⁄ 2
15.9
5015
3 ⁄ 41.
770
13 ⁄ 438
7 ⁄ 16
29 ⁄ 16
15 ⁄ 16
W40
×290
85.
843
.62
435 ⁄ 8
0.87
07 ⁄ 8
7 ⁄ 16
15.8
3015
7 ⁄ 81.
580
19 ⁄ 16
387 ⁄ 1
623 ⁄ 8
11 ⁄ 4W
40×2
62 7
7.2
43.3
143
3 ⁄ 80.
790
13⁄ 16
3 ⁄ 815
.750
153 ⁄ 4
1.42
017 ⁄ 1
638
7 ⁄ 16
23 ⁄ 16
13 ⁄ 16
W40
×230
67.
742
.91
427 ⁄ 8
0.71
011
⁄ 163 ⁄ 8
15.7
5015
3 ⁄ 41.
220
11 ⁄ 438
7 ⁄ 16
211 ⁄ 8
W40
×593
*17
4
42.9
943
1.79
0113
⁄ 161
16.6
9016
3 ⁄ 43.
230
31 ⁄ 434
3 ⁄ 16
47 ⁄ 16
21 ⁄ 16
W40
×503
*14
8
42.0
542
1 ⁄ 16
1.54
019 ⁄ 1
63 ⁄ 4
16.4
2016
7 ⁄ 16
2.76
023 ⁄ 4
343 ⁄ 1
6315
⁄ 16115
⁄ 16W
40×4
3112
7
41.2
641
1 ⁄ 41.
340
15 ⁄ 16
11⁄ 16
16.2
2016
1 ⁄ 42.
360
23 ⁄ 834
3 ⁄ 16
39 ⁄ 16
17 ⁄ 8W
40×3
7210
9
40.6
340
5 ⁄ 81.
160
13 ⁄ 16
9 ⁄ 16
16.0
6016
1 ⁄ 16
2.05
021 ⁄ 1
634
3 ⁄ 16
31 ⁄ 413 ⁄ 4
W40
×321
94.
140
.08
401 ⁄ 1
61.
000
11 ⁄ 2
15.9
1015
7 ⁄ 81.
770
13 ⁄ 434
3 ⁄ 16
215⁄ 16
111⁄ 16
W40
×297
87.
439
.84
397 ⁄ 8
0.93
015
⁄ 161 ⁄ 2
15.8
2515
7 ⁄ 81.
650
15 ⁄ 834
3 ⁄ 16
31 ⁄ 16
111⁄ 16
W40
×277
81.
339
.69
393 ⁄ 4
0.83
013
⁄ 167 ⁄ 1
615
.830
157 ⁄ 8
1.57
519 ⁄ 1
634
3 ⁄ 16
23 ⁄ 415 ⁄ 8
W40
×249
73.
339
.38
393 ⁄ 8
0.75
03 ⁄ 4
3 ⁄ 815
.750
153 ⁄ 4
1.42
017 ⁄ 1
634
3 ⁄ 16
25 ⁄ 819 ⁄ 1
6
W40
×215
63.
338
.98
390.
650
5 ⁄ 85 ⁄ 1
615
.750
153 ⁄ 4
1.22
011 ⁄ 4
343 ⁄ 1
623 ⁄ 8
11 ⁄ 2W
40×1
99 5
8.4
38.6
738
5 ⁄ 80.
650
5 ⁄ 85 ⁄ 1
615
.750
153 ⁄ 4
1.06
511 ⁄ 1
634
3 ⁄ 16
21 ⁄ 411 ⁄ 2
W40
×174
51.
138
.20
381 ⁄ 4
0.65
05 ⁄ 8
5 ⁄ 16
15.7
5015
3 ⁄ 40.
830
13⁄ 16
343 ⁄ 1
62
11 ⁄ 2
W40
×466
*13
7
42.4
442
7 ⁄ 16
1.67
111
⁄ 1613
⁄ 1612
.640
125 ⁄ 8
2.95
0215
⁄ 1634
3 ⁄ 16
41 ⁄ 82
W40
×392
*11
5
41.5
741
9 ⁄ 16
1.42
17 ⁄ 1
611
⁄ 1612
.360
123 ⁄ 8
2.52
021 ⁄ 2
343 ⁄ 1
6311
⁄ 1617 ⁄ 8
W40
×331
97.
640
.79
4013
⁄ 161.
22
11 ⁄ 45 ⁄ 8
12.1
7012
3 ⁄ 16
2.13
021 ⁄ 8
343 ⁄ 1
635 ⁄ 1
6113
⁄ 16W
40×2
78 8
1.8
40.1
640
3 ⁄ 16
1.02
1
1 ⁄ 211
.970
121.
810
113⁄ 16
343 ⁄ 1
63
111⁄ 16
W40
×264
77.
640
.00
400.
960
11 ⁄ 2
11.9
3012
1.73
013 ⁄ 4
343 ⁄ 1
6215
⁄ 16111
⁄ 16W
40×2
35 6
8.9
39.6
939
3 ⁄ 40.
830
13⁄ 16
7 ⁄ 16
11.8
9011
7 ⁄ 81.
575
17 ⁄ 16
343 ⁄ 1
623 ⁄ 4
15 ⁄ 8W
40×2
11 6
2.0
39.3
739
3 ⁄ 80.
750
3 ⁄ 43 ⁄ 8
11.8
1011
3 ⁄ 41.
415
19 ⁄ 16
343 ⁄ 1
625 ⁄ 8
19 ⁄ 16
W40
×183
53.
738
.98
390.
650
5 ⁄ 85 ⁄ 1
611
.810
113 ⁄ 4
1.22
011 ⁄ 4
343 ⁄ 1
623 ⁄ 8
11 ⁄ 2W
40×1
67 4
9.1
38.5
938
5 ⁄ 80.
650
5 ⁄ 85 ⁄ 1
611
.810
113 ⁄ 4
1.02
51
343 ⁄ 1
623 ⁄ 1
611 ⁄ 2
W40
×149
43.
838
.20
381 ⁄ 4
0.63
05 ⁄ 8
5 ⁄ 16
11.8
1011
3 ⁄ 40.
830
13⁄ 16
343 ⁄ 1
62
11 ⁄ 2
W36
×848
*24
9
42.4
542
1 ⁄ 22.
520
21 ⁄ 211 ⁄ 4
18.1
3018
1 ⁄ 84.
530
41 ⁄ 231
1 ⁄ 8511
⁄ 1621 ⁄ 4
W40
×798
*23
4
41.9
742
2.38
023 ⁄ 8
13 ⁄ 16
17.9
9018
4.29
045 ⁄ 1
631
1 ⁄ 857 ⁄ 1
623 ⁄ 1
6
W40
×650
*19
0
40.4
740
1 ⁄ 21.
970
21
17.5
7517
5 ⁄ 83.
540
39 ⁄ 16
311 ⁄ 8
411⁄ 16
2W
40×5
27*
154
39
.21
391 ⁄ 4
1.61
015 ⁄ 8
13⁄ 16
17.2
2017
1 ⁄ 42.
910
215⁄ 16
311 ⁄ 8
41 ⁄ 16
13 ⁄ 4W
40×4
39*
128
38
.26
381 ⁄ 4
1.36
013 ⁄ 8
11⁄ 16
16.9
6517
2.44
027 ⁄ 1
631
1 ⁄ 839 ⁄ 1
615 ⁄ 8
W40
×393
*11
5
37.8
037
3 ⁄ 41.
220
11 ⁄ 45 ⁄ 8
16.8
3016
7 ⁄ 82.
200
23 ⁄ 16
311 ⁄ 8
35 ⁄ 16
15 ⁄ 8W
40×3
59*
105
37
.40
373 ⁄ 8
1.12
011 ⁄ 8
9 ⁄ 16
16.7
3016
3 ⁄ 42.
010
231
1 ⁄ 831 ⁄ 8
19 ⁄ 16
W40
×328
* 9
6.4
37.0
937
1 ⁄ 81.
020
11 ⁄ 2
16.6
3016
5 ⁄ 81.
850
17 ⁄ 831
1 ⁄ 83
11 ⁄ 2W
40×3
00 8
8.3
36.7
436
3 ⁄ 40.
945
15⁄ 16
1 ⁄ 216
.655
165 ⁄ 8
1.68
0111
⁄ 1631
1 ⁄ 8213
⁄ 1611 ⁄ 2
W40
×280
82.
436
.52
361 ⁄ 2
0.88
57 ⁄ 8
7 ⁄ 16
16.5
9516
5 ⁄ 81.
570
19 ⁄ 16
311 ⁄ 8
211⁄ 16
11 ⁄ 2W
40×2
60 7
6.5
36.2
636
1 ⁄ 40.
840
13⁄ 16
7 ⁄ 16
16.5
5016
1 ⁄ 21.
440
17 ⁄ 16
311 ⁄ 8
29 ⁄ 16
11 ⁄ 2W
40×2
45 7
2.1
36.0
836
1 ⁄ 80.
800
13⁄ 16
7 ⁄ 16
16.5
1016
1 ⁄ 21.
350
13 ⁄ 831
1 ⁄ 821 ⁄ 2
17 ⁄ 16
W40
×230
67.
635
.90
357 ⁄ 8
0.76
03 ⁄ 4
3 ⁄ 816
.470
161 ⁄ 2
1.26
011 ⁄ 4
311 ⁄ 8
23 ⁄ 817 ⁄ 1
6
*Gro
up 4
or
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up 5
sha
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in T
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.
XX
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XX
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d
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b
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1
AM
ER
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N I
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TE
OF S
TE
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ON
STR
UC
TIO
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STR
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TU
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1 -
27
W S
HA
PE
SD
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sion
s
Des
ig-
nat
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Are
aA
Dep
thd
Web
Fla
ng
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Th
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t wt w 2
Wid
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in.
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in.
in.
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W36
×256
75.
437
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1 ⁄ 212
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1.73
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25 ⁄ 815 ⁄ 1
6
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×232
68.
137
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1 ⁄ 81.
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W40
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61.
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W40
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53.
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1 ⁄ 821 ⁄ 8
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W40
×170
50.
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6
W40
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47.
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360.
650
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W40
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44.
235
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357 ⁄ 8
0.62
55 ⁄ 8
5 ⁄ 16
11.9
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0.94
015
⁄ 1632
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6
W40
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W40
×263
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615
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W40
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70.
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615
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W40
×221
65.
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W40
×201
59.
133
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⁄ 163 ⁄ 8
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3 ⁄ 4115
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W33
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49.
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1 ⁄ 21.
220
11 ⁄ 429
3 ⁄ 421 ⁄ 1
611 ⁄ 8
W40
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44.
733
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0.63
55 ⁄ 8
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11.5
6511
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W40
×141
41.
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331 ⁄ 4
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55 ⁄ 8
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11.5
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1 ⁄ 20.
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15⁄ 16
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6
W40
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38.
333
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331 ⁄ 8
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65 ⁄ 1
611
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34.
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327 ⁄ 8
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611
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×477
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0
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1 ⁄ 41.
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15 ⁄ 813
⁄ 1615
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33 ⁄ 419 ⁄ 1
6
W40
×391
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4
33.1
933
1 ⁄ 41.
360
13 ⁄ 811
⁄ 1615
.590
155 ⁄ 8
2.44
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626
3 ⁄ 431 ⁄ 4
17 ⁄ 16
W40
×326
* 9
5.7
32.4
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3 ⁄ 81.
140
11 ⁄ 89 ⁄ 1
615
.370
153 ⁄ 8
2.05
021 ⁄ 1
626
3 ⁄ 4213
⁄ 1615 ⁄ 1
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r G
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hape
. See
Not
es in
Tab
le 1
-2.
XX
YY
d
t
t
kk kT
b
f
f
w
1 AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
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ON
STR
UC
TIO
N
1 -
30D
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ND
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OPE
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HA
PE
SP
rope
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s
No
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per ft
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mp
act
Sec
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ria
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6
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stic
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ties
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539
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66
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7
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80.
271
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330
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1 ⁄ 4—
XX
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d
t
t
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AM
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3310
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3.
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3730
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7.71
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13
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1.33
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8
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8
6
3.8
26.2
—33
5016
30
1580
155
7.
8946
.8
13.3
1.
36
183
23
.0
75
4.
027
.1—
3140
2290
12
80
12
8
7.62
29.8
9.
321.
16
153
16
.7
66
3.
934
.155
2800
3250
11
90
11
9
7.83
27.7
8.
851.
19
140
15
.3
70
4.
521
.8—
3590
1470
9
26
10
3
6.71
24.1
7.
721.
08
125
14
.4
54.
7 4.
333
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2770
3400
8
04
89
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0720
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6.94
1.14
10
5
12.1
50
4.
523
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3450
1540
4
86
64
.85.
7515
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5.57
1.03
77
.19.
97 4
2.9
4.4
31.0
—29
6024
70
447
59.6
5.95
14.4
5.
231.
07
69.3
9.02
50
4.
213
.9—
5070
333
3
05
50
.84.
5515
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5.74
1.03
61
.210
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40.
8 4.
020
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4050
682
2
72
45
.44.
7713
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5.16
1.06
53
.18.
85
35
4.
723
.4—
3500
1310
2
29
38
.24.
729.
873.
890.
980
44.8
6.79
31.
8 4.
628
.6—
3190
1710
2
18
36
.44.
839.
363.
741.
00
42.0
6.40
35
5.
013
.8—
4960
374
1
47
29
.43.
788.
363.
380.
901
35.4
6.22
25.
4 4.
726
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3430
122
0
124
24.7
4.07
6.79
2.91
0.95
428
.44.
96
23
4.
914
.5—
4770
397
64.9
16
.23.
104.
312.
070.
798
19.3
3.68
18.
4 4.
723
.7—
3770
821
57.6
14
.43.
263.
731.
860.
831
16.5
3.16
17.
255.
0 9
.9—
6250
143
26.3
8.77
2.28
2.31
1.30
0.67
510
.62.
36 1
2.5
4.6
19.9
—42
90 4
77
22
.1
7.
372.
451.
821.
090.
705
8.
471.
85
10
4.
617
.4—
4630
348
12.3
4.92
2.05
1.22
0.8
090.
643
5.
671.
37
9.
5 4.
8 8
.7—
6830
87
.4
6.7
9
3.39
1.56
0.9
03 0
.646
0.56
9
4.04
1.13
7.
7 4.
514
.7—
5240
207
6.0
8
3.04
1.64
0.7
64 0
.574
0.58
1
3.51
0.9
64
7.
5 4.
8 5
.6—
9160
28
.1
2.9
3
1.95
1.15
0.5
86 0
.468
0.51
6
2.36
0.8
26
5.7
4.5
11.4
—61
60 1
06
2
.52
1.
681.
23 0
.455
0.3
900.
522
1.
95 0
.653
XX
YY
d
t
t
k kT
b
f
f
w
grip
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
STR
UC
TU
RA
L S
HA
PES
1 -
47
HP
SH
AP
ES
Dim
ensi
ons
Des
ig-
nat
ion
Are
aA
Dep
thd
Web
Fla
ng
eD
ista
nce
Th
ickn
ess
t wt w 2
Wid
thb
f
Th
ickn
ess
t fT
kk 1
in.2
in.
in.
in.
in.
in.
in.
in.
in.
HP
14×1
1734
.414
.21
141 ⁄ 4
0.80
513
⁄ 167 ⁄ 1
614
.885
147 ⁄ 8
0.80
513
⁄ 1611
1 ⁄ 411 ⁄ 2
11 ⁄ 16
HP
14×1
0230
.014
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140.
705
11⁄ 16
3 ⁄ 814
.785
143 ⁄ 4
0.70
511
⁄ 1611
1 ⁄ 413 ⁄ 8
1H
P14
×89
26.1
13.8
313
7 ⁄ 80.
615
5 ⁄ 85 ⁄ 1
614
.695
143 ⁄ 4
0.61
55 ⁄ 8
111 ⁄ 4
15 ⁄ 16
15⁄ 16
HP
14×7
321
.413
.61
135 ⁄ 8
0.50
51 ⁄ 2
1 ⁄ 414
.585
145 ⁄ 8
0.50
51 ⁄ 2
111 ⁄ 4
13 ⁄ 16
7 ⁄ 8
HP
12×8
424
.612
.28
121 ⁄ 4
0.68
511
⁄ 163 ⁄ 8
12.2
9512
1 ⁄ 40.
685
11⁄ 16
91 ⁄ 213 ⁄ 8
1H
P14
×74
21.8
12.1
312
1 ⁄ 80.
605
5 ⁄ 85 ⁄ 1
612
.215
121 ⁄ 4
0.61
05 ⁄ 8
91 ⁄ 215 ⁄ 1
615
⁄ 16H
P14
×63
18.4
11.9
412
0.51
51 ⁄ 2
1 ⁄ 412
.125
121 ⁄ 8
0.51
51 ⁄ 2
91 ⁄ 211 ⁄ 4
7 ⁄ 8H
P14
×53
15.5
11.7
811
3 ⁄ 40.
435
7 ⁄ 16
1 ⁄ 412
.045
120.
435
7 ⁄ 16
91 ⁄ 211 ⁄ 8
7 ⁄ 8
HP
10×5
716
.8 9
.99
100.
565
9 ⁄ 16
5 ⁄ 16
10.2
2510
1 ⁄ 40.
565
9 ⁄ 16
75 ⁄ 813 ⁄ 1
613
⁄ 16H
P14
×42
12.4
9.7
093 ⁄ 4
0.41
57 ⁄ 1
61 ⁄ 4
10.0
7510
1 ⁄ 80.
420
7 ⁄ 16
75 ⁄ 811 ⁄ 1
63 ⁄ 4
HP
8×36
10.6
8.0
28
0.44
57 ⁄ 1
61 ⁄ 4
8.1
5581 ⁄ 8
0.44
57 ⁄ 1
661 ⁄ 8
15⁄ 16
5 ⁄ 8
XX
YY
d
t
t
kk kT
b
f
f
w
1 AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
48D
IME
NSI
ON
S A
ND
PR
OPE
RT
IES
HP
SH
AP
ES
Pro
pert
ies
No
m-
inal
Wt.
per ft
Co
mp
act
Sec
tio
nC
rite
ria
X1
X2
×× 10
6
Ela
stic
Pro
per
ties
Pla
stic
Mo
du
lus
Axi
s X
-XA
xis
Y-Y
Zx
Zy
bf
2tf
h t w
Fy′′
′′′′I
Sr
IS
r
lbks
iks
i(1
/ksi
)2in
.4in
.3in
.in
.4in
.3in
.in
.3in
.3
117
9.2
14.2
—38
70 6
5912
2017
2
5.96
443
59
.5
3.59
194
91
.410
210
.516
.2—
3400
1090
1050
150
5.
9238
0
51.4
3.
5616
9
78.8
89
11.9
18.5
—29
6018
40 9
0413
1
5.88
326
44
.3
3.53
146
67
.7 7
314
.422
.6—
2450
3880
729
107
5.
8426
1
35.8
3.
4911
8
54.6
84
9.0
14.2
—38
60 6
70 6
5010
6
5.14
213
34
.6
2.94
120
53
.2 7
410
.016
.0—
3440
1050
569
93.
85.
1118
6
30.4
2.
9210
5
46.6
63
11.8
18.9
—29
4019
40 4
72 7
9.1
5.06
153
25
.3
2.88
88.
338
.7 5
313
.822
.3—
2500
3650
393
66.
85.
0312
7
21.1
2.
86 7
4.0
32.2
57
9.0
13.9
—39
20 6
31 2
94 5
8.8
4.18
101
19
.7
2.45
66.
530
.3 4
212
.018
.9—
2920
1970
210
43.
44.
13 7
1.7
14.2
2.
41 4
8.3
21.8
36
9.2
14.2
—38
40 6
85 1
19 2
9.8
3.36
40.
3 9
.88
1.95
33.
615
.2
XX
YY
d
t
t
kk kT
b
f
f
w
1
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
STR
UC
TU
RA
L S
HA
PES
1 -
49
CH
AN
NE
LSA
ME
RIC
AN
STA
ND
AR
DD
imen
sion
s
Des
ig-
nat
ion
Are
aA
Web
Fla
ng
eD
ista
nce
Gri
p
Max
.F
lge.
Fas
-te
ner
Dep
thd
Th
ickn
ess
t w
t w 2W
idth
b fT
hic
knes
st f
Tk
in.2
in.
in.
in.
in.
in.
in.
in.
in.
in.
C15
×50
14.7
15
.00
0.71
611
⁄ 163 ⁄ 8
3.71
633 ⁄ 4
0.65
05 ⁄ 8
121 ⁄ 8
17 ⁄ 16
5 ⁄ 81
C15
×40
11.8
15
.00
0.52
01 ⁄ 2
1 ⁄ 43.
520
31 ⁄ 20.
650
5 ⁄ 812
1 ⁄ 817 ⁄ 1
65 ⁄ 8
1C
15×3
3.9
9.9
615
.00
0.40
03 ⁄ 8
3 ⁄ 16
3.40
033 ⁄ 8
0.65
05 ⁄ 8
121 ⁄ 8
17 ⁄ 16
5 ⁄ 81
C12
×30
8.8
212
.00
0.51
01 ⁄ 2
1 ⁄ 43.
170
31 ⁄ 80.
501
1 ⁄ 293 ⁄ 4
11 ⁄ 81 ⁄ 2
7 ⁄ 8C
15×2
5 7
.35
12.0
00.
387
3 ⁄ 83 ⁄ 1
63.
047
30.
501
1 ⁄ 293 ⁄ 4
11 ⁄ 81 ⁄ 2
7 ⁄ 8C
15×2
0.7
6.0
912
.00
0.28
25 ⁄ 1
61 ⁄ 8
2.94
23
0.50
11 ⁄ 2
93 ⁄ 411 ⁄ 8
1 ⁄ 27 ⁄ 8
C10
×30
8.8
210
.00
0.67
311
⁄ 165 ⁄ 1
63.
033
30.
436
7 ⁄ 16
81
7 ⁄ 16
3 ⁄ 4C
15×2
5 7
.35
10.0
00.
526
1 ⁄ 21 ⁄ 4
2.88
627 ⁄ 8
0.43
67 ⁄ 1
68
17 ⁄ 1
63 ⁄ 4
C15
×20
5.8
810
.00
0.37
93 ⁄ 8
3 ⁄ 16
2.73
923 ⁄ 4
0.43
67 ⁄ 1
68
17 ⁄ 1
63 ⁄ 4
C15
×15.
3 4
.49
10.0
00.
240
1 ⁄ 41 ⁄ 8
2.60
025 ⁄ 8
0.43
67 ⁄ 1
68
17 ⁄ 1
63 ⁄ 4
C9×
20 5
.88
9.0
00.
448
7 ⁄ 16
1 ⁄ 42.
648
25 ⁄ 80.
413
7 ⁄ 16
71 ⁄ 815
⁄ 167 ⁄ 1
63 ⁄ 4
C5×
15 4
.41
9.0
00.
285
5 ⁄ 16
1 ⁄ 82.
485
21 ⁄ 20.
413
7 ⁄ 16
71 ⁄ 815
⁄ 167 ⁄ 1
63 ⁄ 4
C5×
13.4
3.9
4 9
.00
0.23
31 ⁄ 4
1 ⁄ 82.
433
23 ⁄ 80.
413
7 ⁄ 16
71 ⁄ 815
⁄ 167 ⁄ 1
63 ⁄ 4
C8×
18.7
5 5
.51
8.0
00.
487
1 ⁄ 21 ⁄ 4
2.52
721 ⁄ 2
0.39
03 ⁄ 8
61 ⁄ 815
⁄ 163 ⁄ 8
3 ⁄ 4C
8×13
.75
4.0
4 8
.00
0.30
35 ⁄ 1
61 ⁄ 8
2.34
323 ⁄ 8
0.39
03 ⁄ 8
61 ⁄ 815
⁄ 163 ⁄ 8
3 ⁄ 4C
8×11
.5 3
.38
8.0
00.
220
1 ⁄ 41 ⁄ 8
2.26
021 ⁄ 4
0.39
03 ⁄ 8
61 ⁄ 815
⁄ 163 ⁄ 8
3 ⁄ 4
C7×
12.2
5 3
.60
7.0
00.
314
5 ⁄ 16
3 ⁄ 16
2.19
421 ⁄ 4
0.36
63 ⁄ 8
51 ⁄ 47 ⁄ 8
3 ⁄ 85 ⁄ 8
C8×
9.8
2.8
7 7
.00
0.21
03 ⁄ 1
61 ⁄ 8
2.09
021 ⁄ 8
0.36
63 ⁄ 8
51 ⁄ 47 ⁄ 8
3 ⁄ 85 ⁄ 8
C6×
13 3
.83
6.0
00.
437
7 ⁄ 16
3 ⁄ 16
2.15
721 ⁄ 8
0.34
35 ⁄ 1
643 ⁄ 8
13⁄ 16
5 ⁄ 16
5 ⁄ 8C
8×10
.5 3
.09
6.0
00.
314
5 ⁄ 16
3 ⁄ 16
2.03
42
0.34
35 ⁄ 1
643 ⁄ 8
13⁄ 16
3 ⁄ 85 ⁄ 8
C8×
8.2
2.4
0 6
.00
0.20
03 ⁄ 1
61 ⁄ 8
1.92
017 ⁄ 8
0.34
35 ⁄ 1
643 ⁄ 8
13⁄ 16
5 ⁄ 16
5 ⁄ 8
C5×
9 2
.64
5.0
00.
325
5 ⁄ 16
3 ⁄ 16
1.88
517 ⁄ 8
0.32
05 ⁄ 1
631 ⁄ 2
3 ⁄ 45 ⁄ 1
65 ⁄ 8
C8×
6.7
1.9
7 5
.00
0.19
03 ⁄ 1
61 ⁄ 8
1.75
013 ⁄ 4
0.32
05 ⁄ 1
631 ⁄ 2
3 ⁄ 4—
—
C4×
7.25
2.1
3 4
.00
0.32
15 ⁄ 1
63 ⁄ 1
61.
721
13 ⁄ 40.
296
5 ⁄ 16
25 ⁄ 811
⁄ 165 ⁄ 1
65 ⁄ 8
C8×
5.4
1.5
9 4
.00
0.18
43 ⁄ 1
61 ⁄ 1
61.
584
15 ⁄ 80.
296
5 ⁄ 16
25 ⁄ 811
⁄ 16—
—
C3×
6 1
.76
3.0
00.
356
3 ⁄ 83 ⁄ 1
61.
596
15 ⁄ 80.
273
1 ⁄ 415 ⁄ 8
11⁄ 16
——
C8×
5 1
.47
3.0
00.
258
1 ⁄ 41 ⁄ 8
1.49
811 ⁄ 2
0.27
31 ⁄ 4
15 ⁄ 811
⁄ 16—
—C
8×4.
1 1
.21
3.0
00.
170
3 ⁄ 16
1 ⁄ 16
1.41
013 ⁄ 8
0.27
31 ⁄ 4
15 ⁄ 811
⁄ 16—
—
XX
YY
d
t
t
k kT
b
f
f
w
grip
oe
xx p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
50D
IME
NSI
ON
S A
ND
PR
OPE
RT
IES
CH
AN
NE
LSA
ME
RIC
AN
STA
ND
AR
DP
rope
rtie
s
No
m-
inal
Wt.
per ft
x____
Sh
ear
Cen
ter
Lo
ca-
tio
ne o
PN
AL
oca
-ti
on
x p
Axi
s X
-XA
xis
Y-Y
IZ
Sr
IZ
Sr
lbin
.in
.in
.in
.4in
.3in
.3in
.in
.4in
.3in
.3in
.
50
0.
798
0.58
30.
488
404
68
.2
53.8
5.
2411
.0
8.17
3.
78
0.86
740
0.77
70.
767
0.39
034
9
57.2
46
.5
5.44
9.2
3 6.
87
3.37
0.
886
33.9
0.
787
0.89
60.
330
315
50
.4
42.0
5.
62 8
.13
6.23
3.
11
0.90
4
30
0.
674
0.61
80.
366
162
33
.6
27.0
4.
29 5
.14
4.33
2.
06
0.76
325
0.67
40.
746
0.30
514
4
29.2
24
.1
4.43
4.4
7 3.
84
1.88
0.
780
20.7
0.
698
0.87
00.
252
129
25
.4
21.5
4.
61 3
.88
3.49
1.
73
0.79
9
30
0.
649
0.36
90.
439
103
26
.6
20.7
3.
42 3
.94
3.78
1.
65
0.66
925
0.61
70.
494
0.36
6 9
1.2
23.0
18
.2
3.52
3.3
6 3.
19
1.48
0.
676
20
0.
606
0.63
70.
292
78.
9 19
.3
15.8
3.
66 2
.81
2.71
1.
32
0.69
215
.3
0.63
40.
796
0.22
3 6
7.4
15.8
13
.5
3.87
2.2
8 2.
35
1.16
0.
713
20
0.
583
0.51
50.
325
60.
9 16
.8
13.5
3.
22 2
.42
2.47
1.
17
0.64
215
0.58
60.
682
0.24
3 5
1.0
13.5
11
.3
3.40
1.9
3 2.
05
1.01
0.
661
13.4
0.
601
0.74
30.
217
47.
9 12
.5
10.6
3.
48 1
.76
1.95
0.
962
0.66
9
18.7
50.
565
0.43
10.
343
44.
0 13
.8
11.0
2.
82 1
.98
2.17
1.
01
0.59
913
.75
0.55
30.
604
0.25
1 3
6.1
10.9
9
.03
2.99
1.5
3 1.
73
0.85
40.
615
11.5
0.
571
0.69
70.
209
32.
6 9
.55
8.1
43.
11 1
.32
1.58
0.
781
0.62
5
12.2
50.
525
0.53
80.
255
24.
2 8
.40
6.9
32.
60 1
.17
1.43
0.
703
0.57
1 9
.8
0.54
00.
647
0.20
3 2
1.3
7.1
2 6
.08
2.72
0.9
681.
26
0.62
50.
581
13
0.
514
0.38
00.
317
17.
4 7
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5.8
02.
13 1
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1.36
0.
642
0.52
510
.5
0.49
90.
486
0.25
5 1
5.2
6.1
5 5
.06
2.22
0.8
661.
15
0.56
40.
529
8.2
0.
511
0.59
90.
198
13.
1 5
.13
4.3
82.
34 0
.693
0.99
30.
492
0.53
7
9
0.
478
0.42
70.
262
8.
90 4
.36
3.5
61.
83 0
.632
0.91
80.
450
0.48
9 6
.7
0.48
40.
552
0.21
7
7.49
3.5
1 3
.00
1.95
0.4
790.
763
0.37
80.
493
7.2
50.
459
0.38
60.
264
4.
59 2
.81
2.2
91.
47 0
.433
0.69
70.
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1
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449
6
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455
0.32
20.
291
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268
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2
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466
0.23
30.
410
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436
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284
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202
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4
XX
YY
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t
t
k kT
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f
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AM
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TE
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ON
STR
UC
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N
STR
UC
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HA
PES
1 -
51
CH
AN
NE
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ISC
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US
Dim
ensi
ons
Des
ig-
nat
ion
Are
aA
Dep
thd
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nce
Gri
p
Max
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ner
Th
ickn
ess
t w
t w 2W
idth
bf
Th
ickn
ess
t fT
k
in.2
in.
in.
in.
in.
in.
in.
in.
in.
in.
MC
18×5
817
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18.0
00.
700
11⁄ 16
3 ⁄ 84.
200
41 ⁄ 40.
625
5 ⁄ 815
1 ⁄ 413 ⁄ 8
5 ⁄ 81
MC
18×5
1.9
15.3
18
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0.60
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4.10
041 ⁄ 8
0.62
55 ⁄ 8
151 ⁄ 4
13 ⁄ 85 ⁄ 8
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C18
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813
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00.
500
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MC
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014
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13.0
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787
3 ⁄ 16
3 ⁄ 84.
412
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610
5 ⁄ 810
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MC
18×4
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13.0
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560
9 ⁄ 16
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185
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C18
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13
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77 ⁄ 1
61 ⁄ 4
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61
MC
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MC
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MC
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MC
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—
XX
YY
d
t
t
k kT
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f
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AM
ER
ICA
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TE
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STR
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ND
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OPE
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Pro
pert
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No
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ear
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ter
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Sr
lbin
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58
0.86
20.
695
0.47
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6
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02
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80.
797
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262
7
86.5
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9
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60.
909
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8
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06
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969
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4
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61
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50
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815
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4.62
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06
40
0.96
31.
03
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3
50.9
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08
35
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16
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10
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24
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823
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39
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10
35
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1.
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11
31
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18
0.41
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3
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12
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14
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16
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XX
YY
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TE
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STR
UC
TIO
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STR
UC
TU
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PES
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53
CH
AN
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AN
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US
Dim
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ons
Des
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nat
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Are
aA
Dep
thd
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Fla
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p
Max
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lge.
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ner
Th
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t w
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idth
bf
Th
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t fT
k
in.2
in.
in.
in.
in.
in.
in.
in.
in.
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MC
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450
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500
31 ⁄ 20.
550
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69 ⁄ 1
67 ⁄ 8
MC
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400
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63.
450
31 ⁄ 20.
550
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67 ⁄ 8
MC
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708.
000.
427
7 ⁄ 16
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3.50
231 ⁄ 2
0.52
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61 ⁄ 2
7 ⁄ 8M
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21.4
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0.37
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0.52
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61 ⁄ 2
7 ⁄ 8
MC
8×20
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53
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353
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MC
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617.
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63.
452
31 ⁄ 20.
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7 ⁄ 8
MC
6×18
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13
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61 ⁄ 2
3 ⁄ 4
MC
6×12
3.53
6.00
0.31
05 ⁄ 1
61 ⁄ 8
2.49
721 ⁄ 2
0.37
53 ⁄ 8
43 ⁄ 813
⁄ 163 ⁄ 8
5 ⁄ 8
XX
YY
d
t
t
k kT
b
f
f
w
grip
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xx p
AM
ER
ICA
N I
NST
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TE
OF S
TE
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ON
STR
UC
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ND
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OPE
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CH
AN
NE
LSM
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AN
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US
Pro
pert
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No
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inal
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ear
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ter
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tio
ne o
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oca
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on
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s X
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IZ
Sr
IZ
Sr
lbin
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.
25.4
0.97
00.
986
0.41
188
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65
5.23
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02
1.01
23
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0.
386
85.0
22.2
18
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3.48
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05
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1.
01
22.8
1.01
1.
04
0.41
563
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16.0
3.
097.
07
4.88
2.
84
1.03
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02
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449
61.6
18.0
15
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3.13
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71
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05
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0.88
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341
52.5
15.4
13
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3.09
4.20
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44
1.97
0.
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8.5
0.42
80.
542
0.15
523
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91 5
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3.05
0.62
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501
22.7
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01
0.47
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13.6
2.
677.
29
4.86
2.
85
1.05
19
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08
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0.
567
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14.3
12
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2.77
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34
2.57
1.
04
18
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17
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9.9
12.
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93
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48
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0.92
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0.46
426
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82
3.18
1.
84
0.89
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940
0.98
20.
537
25.0
9.6
9 8
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2.37
3.51
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00
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12
0.70
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725
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42.
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1.
04
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8
XX
YY
d
t
t
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b
f
f
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ER
ICA
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TE
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TE
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ON
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STR
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qual
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Pro
pert
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Wei
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22
L8×4
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69
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50
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21.4
5521
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3020
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340
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16.2
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1 ⁄ 42.
360
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6
WT
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1520
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69 ⁄ 1
623
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4020
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1.77
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WT
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719
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1915
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1 ⁄ 218
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1.65
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WT
22×1
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12.3
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20.3
9520
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12.1
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WT
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20.0
8020
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11.9
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1011
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WT
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WT
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WT
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6517
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6
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6
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163 ⁄ 8
0.55
09 ⁄ 1
65 ⁄ 1
6 9
.04
11.4
8011
1 ⁄ 20.
740
3 ⁄ 419 ⁄ 1
6
WT
15×2
38.5
70.0
17.1
0517
1 ⁄ 81.
630
15 ⁄ 813
⁄ 1627
.9
15.8
6515
7 ⁄ 82.
950
333 ⁄ 4
WT
15×1
95.5
57.0
16.5
9516
5 ⁄ 81.
360
13 ⁄ 811
⁄ 1622
.6
15.5
9015
5 ⁄ 82.
440
27 ⁄ 16
31 ⁄ 4W
T15
×163
47.9
16.2
0016
3 ⁄ 16
1.14
011 ⁄ 8
9 ⁄ 16
18.5
15
.370
153 ⁄ 8
2.05
021 ⁄ 1
6213
⁄ 16W
T15
×146
42.9
16.0
0516
1.02
01
1 ⁄ 216
.3
15.2
5515
1 ⁄ 21.
850
17 ⁄ 825 ⁄ 8
WT
15×1
30.5
38.4
15.8
0515
13⁄ 16
0.93
015
⁄ 161 ⁄ 2
14.7
15
.155
151 ⁄ 8
1.65
015 ⁄ 8
27 ⁄ 16
WT
15×1
17.5
34.5
15.6
5015
5 ⁄ 80.
830
13⁄ 16
7 ⁄ 16
13.0
15
.055
151.
500
11 ⁄ 221 ⁄ 4
WT
15×1
05.5
31.0
15.4
7015
1 ⁄ 20.
775
3 ⁄ 43 ⁄ 8
12.0
15
.105
151 ⁄ 8
1.31
515 ⁄ 1
621 ⁄ 8
WT
15×9
5.5
28.1
15.3
4015
3 ⁄ 80.
710
11⁄ 16
3 ⁄ 810
.9
15.0
4015
1.18
513 ⁄ 1
6115
⁄ 16W
T15
×86.
525
.415
.220
151 ⁄ 4
0.65
55 ⁄ 8
5 ⁄ 16
9.9
714
.985
151.
065
11 ⁄ 16
17 ⁄ 8
WT
15×7
421
.715
.335
155 ⁄ 1
60.
650
5 ⁄ 85 ⁄ 1
610
.0
10.4
8010
1 ⁄ 21.
180
13 ⁄ 16
2W
T18
×66
19.4
15.1
5515
1 ⁄ 80.
615
5 ⁄ 85 ⁄ 1
6 9
.32
10.5
4510
1 ⁄ 21.
000
113 ⁄ 4
WT
18×6
218
.215
.085
151 ⁄ 8
0.58
59 ⁄ 1
65 ⁄ 1
6 8
.82
10.5
1510
1 ⁄ 20.
930
15⁄ 16
111⁄ 16
WT
18×5
817
.115
.005
150.
565
9 ⁄ 16
5 ⁄ 16
8.4
810
.495
101 ⁄ 2
0.85
07 ⁄ 8
15 ⁄ 8W
T18
×54
15.9
14.9
1514
7 ⁄ 80.
545
9 ⁄ 16
5 ⁄ 16
8.1
310
.475
101 ⁄ 2
0.76
03 ⁄ 4
19 ⁄ 16
WT
18×4
9.5
14.5
14.8
2514
7 ⁄ 80.
520
1 ⁄ 21 ⁄ 4
7.7
110
.450
101 ⁄ 2
0.67
011
⁄ 1617 ⁄ 1
6
WT
18×4
513
.214
.765
143 ⁄ 4
0.47
01 ⁄ 2
1 ⁄ 4 6
.94
10.4
0010
3 ⁄ 80.
610
9 ⁄ 16
15 ⁄ 16
XX
YYb
k
t
y ,
y
t
d
f
f
w
p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
70D
IME
NSI
ON
S A
ND
PR
OPE
RT
IES
ST
RU
CT
UR
AL
TE
ES
Cut
from
W s
hape
sP
rope
rtie
s
No
m-
inal
Wt.
per ft
h t w
Axi
s X
-XA
xis
Y-Y
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IS
ry
Zy p
IS
rZ
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.in
.in
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.in
.4in
.3in
.in
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50
128
16
.912
00 8
7.4
5.66
4.92
156
1.
54
264
4
3.2
2.65
68.
6—
0.92
711
6
18.7
1080
78.
55.
634.
8214
0
1.40
23
4
38.
62.
62 6
1.0
0.99
40.
831
105
19
.6 9
85 7
3.1
5.65
4.87
131
1.
27
206
3
3.8
2.58
53.
50.
960
0.79
1 9
7
21.2
901
67.
05.
624.
8012
0
1.18
18
7
30.
92.
56 4
8.9
0.88
70.
705
91
22
.4 8
45 6
3.1
5.62
4.77
113
1.
11
174
2
8.8
2.55
45.
40.
831
0.63
5 8
5
23.9
786
58.
95.
614.
7310
5
1.04
16
0
26.
62.
53 4
1.9
0.76
70.
565
80
25
.0 7
40 5
5.8
5.61
4.74
100
0.
980
147
2
4.6
2.50
38.
60.
720
0.52
1 7
5
26.0
698
53.
15.
624.
78 9
5.5
0.92
313
5
22.
52.
47 3
5.5
0.67
70.
486
67.
527
.1 6
37 4
9.7
5.66
4.96
94.
31.
24
113
1
8.9
2.38
29.
80.
634
0.45
7
177
12
.913
20 9
6.8
5.03
4.16
174
1.
62
729
9
0.6
3.74
141
—
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9
14.4
1160
85.
84.
994.
0215
4
1.46
64
5
80.
73.
7112
5
——
145.
515
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50 7
8.3
4.97
3.94
140
1.
34
581
7
3.1
3.69
113
—
0.99
313
1.5
17.2
943
70.
24.
943.
8412
5
1.22
51
7
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53.
6610
1
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907
120.
518
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71 6
5.8
4.96
3.85
116
1.
12
466
5
8.8
3.63
90.
9—
0.86
711
0.5
19.3
799
60.
84.
963.
8110
7
1.03
42
0
53.
23.
59 8
2.1
0.96
80.
801
100.
521
.0 7
25 5
5.5
4.95
3.78
97.
70.
938
375
4
7.6
3.56
73.
40.
896
0.71
5
84.
522
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49 5
1.1
5.12
4.21
90.
81.
08
155
2
7.0
2.50
42.
20.
827
0.63
0 7
6
23.6
592
47.
45.
144.
26 8
4.5
0.96
713
6
23.
62.
47 3
7.0
0.77
50.
574
70.
524
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52 4
4.7
5.15
4.29
79.
80.
901
123
2
1.3
2.43
33.
50.
728
0.52
9 6
5
25.8
513
42.
15.
184.
36 7
5.6
0.83
210
9
18.
92.
39 2
9.7
0.68
50.
492
59
27
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69 3
9.2
5.20
4.47
74.
80.
862
93.
6 1
6.3
2.32
25.
70.
621
0.44
7
238.
5 8
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5012
1
4.70
4.30
224
2.
21
987
12
4
3.75
195
—
—19
5.5
9.9
1210
96.
64.
614.
0417
7
1.83
77
4
99.
23.
6815
5
——
163
11
.8 9
81 7
8.9
4.53
3.76
143
1.
56
622
8
1.0
3.61
126
—
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6
13.2
861
69.
64.
483.
6312
5
1.40
54
9
71.
93.
5811
1
——
130.
514
.5 7
64 6
2.3
4.46
3.54
112
1.
27
480
6
3.3
3.54
97.
9—
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7.5
16.2
674
55.
14.
423.
42 9
8.2
1.15
42
7
56.
83.
52 8
7.5
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952
105.
517
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10 5
0.5
4.43
3.40
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51.
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5
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19.0
549
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0.8
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6
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73.
46 6
8.9
0.98
10.
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97 4
1.7
4.42
3.31
73.
40.
848
299
3
9.9
3.43
61.
40.
913
0.73
5
74
20
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66 4
0.6
4.63
3.84
72.
21.
04
113
2
1.7
2.28
34.
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896
0.71
5 6
6
22.0
421
37.
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663.
90 6
6.8
0.92
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18.
62.
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9.2
0.85
30.
664
62
23
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96 3
5.3
4.66
3.90
63.
10.
867
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27.
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0.60
1 5
8
23.9
373
33.
74.
673.
94 6
0.4
0.81
5 8
2.1
15.
72.
19 2
4.6
0.76
70.
565
54
24
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49 3
2.0
4.69
4.01
57.
70.
757
73.
0 1
3.9
2.15
22.
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733
0.53
3 4
9.5
26.0
322
30.
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09 5
7.4
0.91
2 6
3.9
12.
22.
10 1
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0.68
50.
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45
28
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91 2
7.1
4.69
4.03
49.
40.
445
57.
3 1
1.0
2.08
17.
30.
563
0.40
5
*Whe
re n
o va
lue
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s is
sho
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the
Tee
com
plie
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ith L
RF
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ficat
ion
Sec
tion
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XX
YYb
k
t
y ,
y
t
d
f
f
w
p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
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STR
UC
TIO
N
STR
UC
TU
RA
L T
EE
S (W
T, M
T, S
T)
1 -
71
ST
RU
CT
UR
AL
TE
ES
Cut
from
W s
hape
sD
imen
sion
s
Des
igna
tion
Are
a
Dep
th o
fTe
e d
Ste
mA
rea
of
Ste
m
Fla
ng
eD
is-
tan
ce kT
hic
knes
st w
t w 2W
idth
b fT
hic
knes
st f
in.2
in.
in.
in.
in.2
in.
in.
in.
WT
13.5
×269
.579
.0
16.2
6016
1 ⁄ 41.
970
21
32.0
15
.255
151 ⁄ 4
3.54
039 ⁄ 1
641 ⁄ 4
WT
13.5
×224
65.5
15
.710
1511
⁄ 161.
650
15 ⁄ 813
⁄ 1625
.9
14.9
4015
2.99
03
311⁄ 16
WT
13.5
×184
54.0
15
.195
153 ⁄ 1
61.
380
13 ⁄ 811
⁄ 1621
.0
14.6
6514
5 ⁄ 82.
480
21 ⁄ 233 ⁄ 1
6
WT
13.5
×153
.545
.1
14.8
0514
13⁄ 16
1.16
013 ⁄ 1
65 ⁄ 8
17.2
14
.445
141 ⁄ 2
2.09
021 ⁄ 1
6213
⁄ 16W
T13
.5×1
2937
.9
14.4
9014
1 ⁄ 20.
980
11 ⁄ 2
14.2
14
.270
141 ⁄ 4
1.77
013 ⁄ 4
21 ⁄ 2W
T13
.5×1
17.5
34.6
14
.330
145 ⁄ 1
60.
910
15⁄ 16
1 ⁄ 213
.0
14.1
9014
1 ⁄ 41.
610
15 ⁄ 825 ⁄ 1
6
WT
13.5
×108
.531
.9
14.2
1514
3 ⁄ 16
0.83
013
⁄ 167 ⁄ 1
611
.8
14.1
1514
1 ⁄ 81.
500
11 ⁄ 223 ⁄ 1
6
WT
13.5
×97
28.5
14
.055
141 ⁄ 1
60.
750
3 ⁄ 43 ⁄ 8
10.5
14
.035
141.
340
15 ⁄ 16
21 ⁄ 16
WT
13.5
×89
26.1
13
.905
137 ⁄ 8
0.72
53 ⁄ 4
3 ⁄ 810
.1
14.0
8514
1 ⁄ 81.
190
13 ⁄ 16
17 ⁄ 8W
T13
.5×8
0.5
23.7
13
.795
133 ⁄ 4
0.66
011
⁄ 163 ⁄ 8
9.1
014
.020
141.
080
11 ⁄ 16
113⁄ 16
WT
13.5
×73
21.5
13
.690
133 ⁄ 4
0.60
55 ⁄ 8
5 ⁄ 16
8.2
813
.965
140.
975
1111
⁄ 16
WT
13.5
×64.
518
.9
13.8
1513
13⁄ 16
0.61
05 ⁄ 8
5 ⁄ 16
8.4
310
.010
101.
100
11 ⁄ 8113
⁄ 16W
T13
.5×5
716
.8
13.6
4513
5 ⁄ 80.
570
9 ⁄ 16
5 ⁄ 16
7.7
810
.070
101 ⁄ 8
0.93
015
⁄ 1615 ⁄ 8
WT
13.5
×51
15.0
13
.545
131 ⁄ 2
0.51
51 ⁄ 2
1 ⁄ 4 6
.98
10.0
1510
0.83
013
⁄ 1619 ⁄ 1
6
WT
13.5
×47
13.8
13
.460
131 ⁄ 2
0.49
01 ⁄ 2
1 ⁄ 4 6
.60
9.9
9010
0.74
53 ⁄ 4
17 ⁄ 16
WT
13.5
×42
12.4
13
.355
133 ⁄ 8
0.46
07 ⁄ 1
61 ⁄ 4
6.1
4 9
.960
100.
640
5 ⁄ 813 ⁄ 8
WT
12×2
4672
.0
14.8
2514
13⁄ 16
1.97
02
129
.2
14.1
1514
1 ⁄ 83.
540
39 ⁄ 16
45 ⁄ 16
WT
12×2
0459
.5
14.2
7014
1 ⁄ 41.
650
15 ⁄ 813
⁄ 1623
.5
13.8
0013
3 ⁄ 42.
990
333 ⁄ 4
WT
12×1
67.5
49.2
13
.760
133 ⁄ 4
1.38
013 ⁄ 8
11⁄ 16
19.0
13
.520
131 ⁄ 2
2.48
021 ⁄ 2
31 ⁄ 4W
T12
×139
.541
.0
13.3
6513
3 ⁄ 81.
160
13 ⁄ 16
5 ⁄ 815
.5
13.3
0513
1 ⁄ 42.
090
21 ⁄ 16
27 ⁄ 8W
T12
×125
36.8
13
.170
133 ⁄ 1
61.
040
11 ⁄ 16
9 ⁄ 16
13.7
13
.185
131 ⁄ 8
1.89
017 ⁄ 8
211⁄ 16
WT
12×1
14.5
33.6
13
.010
130.
960
11 ⁄ 2
12.5
13
.110
131 ⁄ 8
1.73
013 ⁄ 4
21 ⁄ 2W
T12
×103
.530
.4
12.8
5512
7 ⁄ 80.
870
7 ⁄ 87 ⁄ 1
611
.2
13.0
1013
1.57
019 ⁄ 1
623 ⁄ 8
WT
12×9
628
.2
12.7
3512
3 ⁄ 40.
810
13⁄ 16
7 ⁄ 16
10.3
12
.950
131.
460
17 ⁄ 16
21 ⁄ 4W
T12
×88
25.8
12
.620
125 ⁄ 8
0.75
03 ⁄ 4
3 ⁄ 8 9
.47
12.8
9012
7 ⁄ 81.
340
15 ⁄ 16
21 ⁄ 8W
T12
×81
23.9
12
.500
121 ⁄ 2
0.70
511
⁄ 163 ⁄ 8
8.8
112
.955
131.
220
11 ⁄ 42
WT
12×7
321
.5
12.3
7012
3 ⁄ 80.
650
5 ⁄ 85 ⁄ 1
6 8
.04
12.9
0012
7 ⁄ 81.
090
11 ⁄ 16
17 ⁄ 8W
T12
×65.
519
.3
12.2
4012
1 ⁄ 40.
605
5 ⁄ 85 ⁄ 1
6 7
.41
12.8
5512
7 ⁄ 80.
960
15⁄ 16
13 ⁄ 4W
T12
×58.
517
.2
12.1
3012
1 ⁄ 80.
550
9 ⁄ 16
5 ⁄ 16
6.6
712
.800
123 ⁄ 4
0.85
07 ⁄ 8
15 ⁄ 8W
T12
×52
15.3
12
.030
120.
500
1 ⁄ 21 ⁄ 4
6.0
212
.750
123 ⁄ 4
0.75
03 ⁄ 4
11 ⁄ 2
WT
12×5
1.5
15.1
12
.265
121 ⁄ 4
0.55
09 ⁄ 1
65 ⁄ 1
6 6
.75
9.0
009
0.98
01
13 ⁄ 4W
T12
×47
13.8
12
.155
121 ⁄ 8
0.51
51 ⁄ 2
1 ⁄ 4 6
.26
9.0
6591 ⁄ 8
0.87
57 ⁄ 8
15 ⁄ 8W
T12
×42
12.4
12
.050
120.
470
1 ⁄ 21 ⁄ 4
5.6
6 9
.020
90.
770
3 ⁄ 419 ⁄ 1
6
WT
12×3
811
.2
11.9
6012
0.44
07 ⁄ 1
61 ⁄ 4
5.2
6 8
.990
90.
680
11⁄ 16
17 ⁄ 16
WT
12×3
410
.0
11.8
6511
7 ⁄ 80.
415
7 ⁄ 16
1 ⁄ 4 4
.92
8.9
659
0.58
59 ⁄ 1
613 ⁄ 8
WT
12×3
1 9
.11
11.8
7011
7 ⁄ 80.
430
7 ⁄ 16
1 ⁄ 4 5
.10
7.0
407
0.59
09 ⁄ 1
613 ⁄ 8
WT
12×2
7.5
8.1
011
.785
113 ⁄ 4
0.39
53 ⁄ 8
3 ⁄ 16
4.6
6 7
.005
70.
505
1 ⁄ 215 ⁄ 1
6
XX
YYb
k
t
y ,
y
t
d
f
f
w
p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
72D
IME
NSI
ON
S A
ND
PR
OPE
RT
IES
ST
RU
CT
UR
AL
TE
ES
Cut
from
W s
hape
sP
rope
rtie
s
No
m-
inal
Wt.
per ft
h t w
Axi
s X
-XA
xis
Y-Y
Qs*
IS
ry
Zy p
IS
rZ
Fy,
ksi
lbin
.4in
.3in
.in
.in
.3in
.in
.4in
.3in
.in
.336
50
269.
5 6
.215
2012
8
4.39
4.36
241
2.
59
1060
13
8
3.66
218
—
—22
4
7.4
1190
102
4.
274.
0219
1
2.19
8
36
112
3.
5717
6
——
184
8
.8 9
38 8
1.7
4.17
3.71
151
1.
84
655
8
9.3
3.48
140
—
—15
3.5
10.5
753
66.
44.
093.
4712
1
1.56
5
27
72.
9 3.
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WT
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WT
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WT
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9
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WT
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WT
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WT
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WT
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6.0
156
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13 ⁄ 16
WT
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8.8
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05 ⁄ 1
63 ⁄ 1
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6.0
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0.42
57 ⁄ 1
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XX
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k
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27
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17.8
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WT
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WT
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WT
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WT
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WT
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73.0
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t
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t
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TU
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1.03
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WT
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7.
240
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14.6
7014
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7.
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3.76
14.6
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6
WT
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7.08
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4314
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17 ⁄ 16
WT
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7.
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440
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WT
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7.
155
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10.1
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WT
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7.
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0.78
513
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6
WT
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97.
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WT
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57
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9.9
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0.64
55 ⁄ 8
17 ⁄ 16
WT
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6.96
07
0.37
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2.58
8.0
608
0.66
011
⁄ 1617 ⁄ 1
6
WT
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7.0
76.
895
67 ⁄ 80.
340
5 ⁄ 16
3 ⁄ 16
2.34
8.0
308
0.59
55 ⁄ 8
13 ⁄ 8W
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16.
830
67 ⁄ 80.
305
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2.08
7.9
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0.53
01 ⁄ 2
15 ⁄ 16
WT
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5.5
87.
050
70.
310
5 ⁄ 16
3 ⁄ 16
2.19
6.7
7063 ⁄ 4
0.51
51 ⁄ 2
11 ⁄ 16
WT
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5.0
06.
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70.
285
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3 ⁄ 16
1.99
6.7
4563 ⁄ 4
0.45
57 ⁄ 1
61
WT
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4.4
26.
920
67 ⁄ 80.
270
1 ⁄ 41 ⁄ 8
1.87
6.7
3063 ⁄ 4
0.38
53 ⁄ 8
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WT
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56.
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70.
255
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1.77
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255
0.42
07 ⁄ 1
615
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6.87
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50.
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7 ⁄ 8
XX
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k
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t
d
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p
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N I
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TE
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UC
TIO
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RU
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Cut
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66
8.8
57.8
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7
33.7
3.
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10.9
45.3
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14.4
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549
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30
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3.73
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671.
1412
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0.50
020
1
27.6
3.
7141
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45
13.0
36.4
6.16
1.66
1.09
11.5
0.
456
181
25
.0
3.70
37.8
—
—
41
11.2
41.2
7.14
1.85
1.39
13.2
0.
594
74.2
14.6
2.
4822
.4
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37
12.7
36.0
6.25
1.82
1.32
11.5
0.
541
66.9
13.3
2.
4820
.3
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34
13.7
32.6
5.69
1.81
1.29
10.4
0.
498
60.7
12.1
2.
4618
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——
30.5
15.2
28.9
5.07
1.80
1.25
9.1
60.
448
53.7
10.7
2.
4516
.4
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973
26.5
15.4
27.6
4.94
1.88
1.38
8.8
70.
484
28.8
7.1
61.
9211
.0
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958
24
16.8
24.9
4.48
1.87
1.35
8.0
00.
440
25.7
6.4
01.
91 9
.82
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882
21.5
18.7
21.9
3.98
1.86
1.31
7.0
50.
395
22.6
5.6
51.
89 8
.66
0.94
70.
775
19
19.8
23.3
4.22
2.04
1.54
7.4
50.
412
13.3
3.9
41.
55 6
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0.93
40.
760
17
21.5
20.9
3.83
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11.7
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53 5
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22.7
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9.
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1.49
4.4
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810
0.61
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13
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k
t
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t
d
f
f
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Th
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in.2
in.
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in.2
in.
in.
in.
WT
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849
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8.41
083 ⁄ 8
1.77
513 ⁄ 4
7 ⁄ 814
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13.3
8513
3 ⁄ 82.
955
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311⁄ 16
WT
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2.5
44.8
8.
160
81 ⁄ 81.
625
15 ⁄ 813
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13.2
3513
1 ⁄ 42.
705
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37 ⁄ 16
WT
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9.5
41.0
7.
925
77 ⁄ 81.
530
11 ⁄ 23 ⁄ 4
12.1
13
.140
131 ⁄ 8
2.47
021 ⁄ 2
33 ⁄ 16
WT
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637
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7.70
573 ⁄ 4
1.39
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10.7
13
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132.
250
21 ⁄ 4215
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525
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285
15 ⁄ 16
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9.6
712
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127 ⁄ 8
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WT
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7.35
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1.18
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8.6
812
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1.90
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25 ⁄ 8W
T6×
9527
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6 7
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7012
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13 ⁄ 427 ⁄ 1
6
WT
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70.
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12.5
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567 ⁄ 8
0.87
07 ⁄ 8
7 ⁄ 16
5.9
612
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121 ⁄ 2
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21 ⁄ 8W
T6×
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6.70
563 ⁄ 4
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12.4
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6.56
061 ⁄ 2
0.71
011
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612
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123 ⁄ 8
1.10
511 ⁄ 8
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WT
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6.
445
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2012
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563 ⁄ 8
0.55
09 ⁄ 1
65 ⁄ 1
6 3
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7 ⁄ 815 ⁄ 8
WT
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6.26
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51 ⁄ 2
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12.1
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810
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6.
190
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470
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112
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121 ⁄ 8
0.73
53 ⁄ 4
17 ⁄ 16
WT
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10.6
6.
125
61 ⁄ 80.
430
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12.0
4012
0.67
011
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WT
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6.06
06
0.39
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2.3
612
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120.
605
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6
WT
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26.
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360
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0.64
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345
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6 2
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9.9
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0.57
59 ⁄ 1
611 ⁄ 4
WT
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7.3
46.
095
61 ⁄ 80.
370
3 ⁄ 83 ⁄ 1
6 2
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8.0
8081 ⁄ 8
0.64
05 ⁄ 8
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6.6
16.
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60.
335
5 ⁄ 16
3 ⁄ 16
2.0
2 8
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80.
575
9 ⁄ 16
11 ⁄ 4W
T6×
20 5
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5.97
06
0.29
55 ⁄ 1
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6 1
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8.0
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0.51
51 ⁄ 2
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WT
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6.25
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6 1
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6.5
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1W
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0.26
01 ⁄ 4
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6.5
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07 ⁄ 1
615
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6.11
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0.23
01 ⁄ 4
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6.4
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0.38
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7 ⁄ 8
WT
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3.2
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260
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1.6
0 4
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40.
425
7 ⁄ 16
7 ⁄ 8W
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96.
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1.4
3 4
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40.
350
3 ⁄ 813
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5.99
56
0.22
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3.9
904
0.26
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56
0.20
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XX
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k
t
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t
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f
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N I
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6
5.6
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10.8
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43
22.0
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5.6
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8
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0
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43.4
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28
16.2
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28
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11.3
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16.2
3.
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24.
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512
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1.47
0.98
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3.02
2
2.0
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13
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6
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9.5
82.
48
14.6
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13
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1.60
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17.
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1.76
1.30
5
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412
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1.54
5.73
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6 1
5
20.9
13.5
2.7
51.
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4.8
30.
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10.2
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2 1.
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4.
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0.89
10.
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1.75
1.25
4
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8.66
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0.76
70.
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11
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1.63
4
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0.40
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2.33
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6 0.
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0.89
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8.70
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1.92
1.76
3
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0.76
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1.18
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re n
o va
lue
of Q
s is
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the
Tee
com
plie
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RF
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ficat
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Sec
tion
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XX
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k
t
y ,
y
t
d
f
f
w
p
AM
ER
ICA
N I
NST
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TE
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STR
UC
TIO
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STR
UC
TU
RA
L T
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S (W
T, M
T, S
T)
1 -
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ST
RU
CT
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AL
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Cut
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hape
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Des
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Are
a
Dep
th o
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mA
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knes
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bf
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t f
in.2
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in.
in.
in.2
in.
in.
in.
WT
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16.5
5.
680
55 ⁄ 80.
755
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4.29
10
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103 ⁄ 8
1.25
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17 ⁄ 8W
T5×
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0.68
011
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3.77
10
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103 ⁄ 8
1.12
011 ⁄ 8
13 ⁄ 4W
T5×
4412
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5.42
053 ⁄ 8
0.60
55 ⁄ 8
5 ⁄ 16
3.28
10
.265
101 ⁄ 4
0.99
01
15 ⁄ 8W
T5×
38.5
11.3
5.
300
51 ⁄ 40.
530
1 ⁄ 21 ⁄ 4
2.81
10
.190
101 ⁄ 4
0.87
07 ⁄ 8
11 ⁄ 2W
T5×
34 9
.99
5.20
051 ⁄ 4
0.47
01 ⁄ 2
1 ⁄ 42.
44
10.1
3010
1 ⁄ 80.
770
3 ⁄ 813 ⁄ 8
WT
5×30
8.8
25.
110
51 ⁄ 80.
420
7 ⁄ 16
1 ⁄ 42.
15
10.0
8010
1 ⁄ 80.
680
11⁄ 16
15 ⁄ 16
WT
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7.9
15.
045
50.
370
3 ⁄ 83 ⁄ 1
61.
87
10.0
3010
0.61
55 ⁄ 8
11 ⁄ 4W
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7.2
14.
990
50.
340
5 ⁄ 16
3 ⁄ 16
1.70
10
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100.
560
9 ⁄ 16
13 ⁄ 16
WT
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.5 6
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5.05
05
0.35
03 ⁄ 8
3 ⁄ 16
1.77
8
.020
80.
620
5 ⁄ 811 ⁄ 4
WT
5×19
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4.96
05
0.31
55 ⁄ 1
63 ⁄ 1
61.
56
7.9
858
0.53
01 ⁄ 2
11 ⁄ 8W
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4.8
54.
865
47 ⁄ 80.
290
5 ⁄ 16
3 ⁄ 16
1.41
7
.960
80.
435
7 ⁄ 16
11 ⁄ 16
WT
5×15
4.4
25.
235
51 ⁄ 40.
300
5 ⁄ 16
3 ⁄ 16
1.57
5
.810
53 ⁄ 40.
510
1 ⁄ 215
⁄ 16W
T5×
13 3
.81
5.16
551 ⁄ 8
0.26
01 ⁄ 4
1 ⁄ 81.
34
5.7
7053 ⁄ 4
0.44
07 ⁄ 1
67 ⁄ 8
WT
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3.2
45.
085
51 ⁄ 80.
240
1 ⁄ 41 ⁄ 8
1.22
5
.750
53 ⁄ 40.
360
3 ⁄ 83 ⁄ 4
WT
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5 2
.81
5.12
051 ⁄ 8
0.25
01 ⁄ 4
1 ⁄ 81.
28
4.0
204
0.39
53 ⁄ 8
13⁄ 16
WT
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5 2
.50
5.05
55
0.24
01 ⁄ 4
1 ⁄ 81.
21
4.0
104
0.33
05 ⁄ 1
63 ⁄ 4
WT
5×7.
5 2
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4.99
55
0.23
01 ⁄ 4
1 ⁄ 81.
15
4.0
004
0.27
01 ⁄ 4
11⁄ 16
WT
5×6
1.7
74.
935
47 ⁄ 80.
190
3 ⁄ 16
1 ⁄ 80.
938
3.9
604
0.21
03 ⁄ 1
65 ⁄ 8
XX
YYb
k
t
y ,
y
t
d
f
f
w
p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
82D
IME
NSI
ON
S A
ND
PR
OPE
RT
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ST
RU
CT
UR
AL
TE
ES
Cut
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No
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inal
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per ft
h t w
Axi
s X
-XA
xis
Y-Y
Qs*
IS
ry
Zy p
IS
rZ
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ksi
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.in
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50
56
5.2
28.6
6.
401.
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21
13.4
0.
791
118
22
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2.68
34
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——
50
5.8
24.5
5.
561.
291.
13
11.4
0.
711
103
20
.0
2.65
30
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——
44
6.5
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7.5
0071 ⁄ 2
0.41
17 ⁄ 1
61 ⁄ 4
3.08
5.
501
51 ⁄ 20.
622
5 ⁄ 813 ⁄ 8
9 ⁄ 16
3 ⁄ 4
ST
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7.35
6.0
006
0.68
711
⁄ 163 ⁄ 8
4.12
5.
477
51 ⁄ 20.
659
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17 ⁄ 16
11⁄ 16
3 ⁄ 4S
T6×
20.4
6.00
6.0
006
0.46
27 ⁄ 1
61 ⁄ 4
2.77
5.
252
51 ⁄ 40.
659
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17 ⁄ 16
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ST
6×17
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15 6
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60.
428
7 ⁄ 16
1 ⁄ 42.
57
5.07
851 ⁄ 8
0.54
59 ⁄ 1
613 ⁄ 1
61 ⁄ 2
3 ⁄ 4S
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4.68
6.0
006
0.35
03 ⁄ 8
3 ⁄ 16
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5.
000
50.
544
9 ⁄ 16
13 ⁄ 16
1 ⁄ 23 ⁄ 4
ST
5×17
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15 5
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50.
594
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62.
97
4.94
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0.49
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3.73
5.0
005
0.31
15 ⁄ 1
63 ⁄ 1
61.
56
4.66
145 ⁄ 8
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38 4
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40.
441
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76
4.17
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0.42
57 ⁄ 1
61
7 ⁄ 16
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2.70
4.0
004
0.27
11 ⁄ 4
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08
4.00
14
0.42
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61
7 ⁄ 16
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565
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232
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332
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359
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3 ⁄ 8—
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535
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293
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13 2
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386
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0.29
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63 ⁄ 4
5 ⁄ 16
—
ST
1.5×
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1.5
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509
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260
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5×2.
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1.5
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52.
330
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260
1 ⁄ 411
⁄ 161 ⁄ 4
—
XX
YYb
grip
t
y, y
t
d
f
f
w
p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
88D
IME
NSI
ON
S A
ND
PR
OPE
RT
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ST
RU
CT
UR
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TE
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Cut
from
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m-
inal
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per ft
h t w
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s X
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xis
Y-Y
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ry
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rZ
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ksi
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.in
.in
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50
60.5
13
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9
30
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3.82
3.
63
54.5
1.
28
41.7
10
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1.53
18
.1
——
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17
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6
24
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28
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50
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20
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3.
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6.63
1.36
11
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——
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13
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9
15
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3.15
3.
07
28.6
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40
14.9
4.
661.
16
8.37
——
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17
9
3.1
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3.
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08
7.21
——
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2.79
2.
50
17.3
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747
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2
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10.3
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9
4.2
8 1.
78
1.58
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6.78
2.58
1.06
4.
45—
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11
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7.2
3
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941.
950.
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3.41
——
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14
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4.9
3
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0.48
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00
3.22
——
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3
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6.58
0.70
24.
181.
690.
901
3.11
——
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13
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2
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1.45
1.
20
3.70
0.40
83.
391.
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2.49
——
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7
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1
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1.22
1.
15
3.19
0.44
72.
151.
030.
798
1.84
——
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3.51
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0.83
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10.
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243
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——
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——
*Whe
re n
o va
lue
of Q
s is
sho
wn,
the
Tee
com
plie
s w
ith L
RF
D S
peci
ficat
ion
Sec
tion
E2.
XX
YYb
grip
t
y, y
t
d
f
f
w
p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
STR
UC
TU
RA
L T
EE
S (W
T, M
T, S
T)
1 -
89
DO
UB
LE A
NG
LES
Two
equa
l leg
ang
les
Pro
pert
ies
of s
ectio
ns
Des
ign
atio
n
Wt.
per
ft
2 A
ng
les
Are
a o
f2
An
gle
s
Axi
s X
-X
IS
ry
Zy p
lbin
.2in
.4in
.3in
.in
.in
.3in
.
L8×8
×11 ⁄ 8
114
33
.5
195
35
.1
2.42
2.41
63.2
1.
05
L8×8
×110
2
30.0
17
7
31.6
2.
442.
3756
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0.93
8L8
×8×1
7 ⁄ 8 9
0.0
26.5
15
9
28.0
2.
452.
3250
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0.82
7L8
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3 ⁄ 4 7
7.8
22.9
13
9
24.4
2.
472.
2843
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0.71
5L8
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5 ⁄ 8 6
5.4
19.2
11
8
20.6
2.
492.
2337
.1
0.60
1L8
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1 ⁄ 2 5
2.8
15.5
97
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2.50
2.19
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0.
484
L6×6
×1 7
4.8
22.0
70
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1.86
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0.
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219
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1L8
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7.4
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56
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1.83
1.78
24.0
0.
703
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48.
414
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48.3
11.3
1.
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7320
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0.59
2L8
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1 ⁄ 2 3
9.2
11.5
39
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1.86
1.68
16.6
0.
479
L8×8
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29.
8 8
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30.8
7.0
61.
881.
6412
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0.36
3
L5×5
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4.4
16.0
35
.510
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1.49
1.57
18.7
0.
798
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7.2
13.9
31
.5 9
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1.51
1.52
16.3
0.
694
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2.4
9.5
022
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1.54
1.43
11.4
0.
475
L5×5
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4.6
7.2
217
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1.56
1.39
8.7
20.
361
L5×5
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20.
6 6
.05
14.8
4.0
81.
571.
37 7
.35
0.30
3
L4×4
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7.0
10.9
15
.3 5
.62
1.19
1.27
10.1
0.
680
L5×5
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1.4
9.2
213
.3 4
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1.20
1.23
8.6
60.
576
L5×5
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5.6
7.5
011
.1 3
.95
1.22
1.18
7.1
20.
469
L5×5
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9.6
5.7
2
8.72
3.0
51.
231.
14 5
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0.35
7L5
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6 1
6.4
4.8
0
7.43
2.5
81.
241.
12 4
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0.30
0L5
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13.
2 3
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6.
08 2
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1.25
1.09
3.7
70.
242
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
92D
IME
NSI
ON
S A
ND
PR
OPE
RT
IES
DO
UB
LE A
NG
LES
Two
equa
l leg
ang
les
Pro
pert
ies
of s
ectio
ns
Des
ign
atio
n
Axi
s Y
-YQ
s*
Rad
ii o
f G
yrat
ion
An
gle
s in
Co
nta
ctA
ng
les
Sep
arat
ed
Bac
k to
Bac
k o
fA
ng
les,
in.
F y =
36 k
siF
y =
50 k
siF
y =
36 k
siF
y =
50 k
si0
3 ⁄⁄ 83 ⁄⁄ 4
L8×8
×11 ⁄ 8
3.42
3.55
3.69
——
——
L8×8
×13.
403.
533.
67—
——
—L8
×8×1
7 ⁄ 83.
383.
513.
64—
——
—L8
×8×1
3 ⁄ 43.
363.
493.
62—
——
—L8
×8×1
5 ⁄ 83.
343.
473.
60—
—0.
997
0.93
5L8
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1 ⁄ 23.
323.
453.
580.
995
0.92
10.
911
0.83
4
L6×6
×12.
592.
732.
87—
——
—L8
×8×1
7 ⁄ 82.
572.
702.
85—
——
—L8
×8×1
3 ⁄ 42.
552.
682.
82—
——
—L8
×8×1
5 ⁄ 82.
532.
662.
80—
——
—L8
×8×1
1 ⁄ 22.
512.
642.
78—
——
0.96
1L8
×8×1
3 ⁄ 82.
492.
622.
750.
995
0.92
10.
911
0.83
4
L5×5
×7 ⁄ 82.
162.
302.
45—
——
—L5
×5×3 ⁄ 4
2.14
2.28
2.42
——
——
L5×5
×1 ⁄ 22.
102.
242.
38—
——
—L5
×5×3 ⁄ 8
2.09
2.22
2.35
——
0.98
20.
919
L5×5
×5 ⁄ 16
2.08
2.21
2.34
0.99
50.
921
0.91
10.
834
L4×4
×3 ⁄ 41.
741.
882.
03—
——
—L5
×5×5 ⁄ 8
1.72
1.86
2.00
——
——
L5×5
×1 ⁄ 21.
701.
831.
98—
——
—L5
×5×3 ⁄ 8
1.68
1.81
1.95
——
——
L5×5
×5 ⁄ 16
1.67
1.80
1.94
——
0.99
70.
935
L5×5
×1 ⁄ 41.
661.
791.
930.
995
0.92
10.
911
0.83
4
*Whe
re n
o va
lue
ofQ
s is
sho
wn,
the
angl
es c
ompl
y w
ith L
RF
D S
peci
ficat
ion
Sec
tion
E2.
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
DO
UB
LE
AN
GL
ES
1 -
93
DO
UB
LE A
NG
LES
Two
equa
l leg
ang
les
Pro
pert
ies
of s
ectio
ns
Des
ign
atio
n
Wt.
per
ft
2 A
ng
les
Are
a o
f2
An
gle
s
Axi
s X
-X
IS
ry
Zy p
lbin
.2in
.4in
.3in
.in
.in
.3in
.
L31 ⁄ 2
×31 ⁄ 2
×3 ⁄ 817
.0
4.97
5.
73
2.30
1.
07
1.01
4.
15
0.35
5L3
1 ⁄ 2×3
1 ⁄ 2×5 ⁄ 1
614
.4
4.18
4.
90
1.95
1.
08
0.99
03.
52
0.29
9L3
1 ⁄ 2×3
1 ⁄ 2×1 ⁄ 4
11.6
3.
38
4.02
1.
59
1.09
0.
968
2.86
0.
241
L3×3
×1 ⁄ 218
.8
5.50
4.
43
2.14
0.
898
0.93
23.
87
0.45
8L3
×3×3 ⁄ 8
14.4
4.
22
3.52
1.
67
0.91
30.
888
3.00
0.
352
L3×3
×5 ⁄ 16
12.2
3.
55
3.02
1.
41
0.92
20.
865
2.55
0.
296
L3×3
×1 ⁄ 4 9
.80
2.88
2.
49
1.15
0.
930
0.84
22.
08
0.24
0L3
×3×3 ⁄ 1
6 7
.42
2.18
1.
92
0.88
20.
939
0.82
01.
59
0.18
2
L21 ⁄ 2
×21 ⁄ 2
×3 ⁄ 811
.8
3.47
1.
97
1.13
0.
753
0.76
22.
04
0.34
7L3
1 ⁄ 2×3
1 ⁄ 2×5 ⁄ 1
610
.0
2.93
1.
70
0.96
40.
761
0.74
01.
74
0.29
3L3
1 ⁄ 2×3
1 ⁄ 2×1 ⁄ 4
8.2
02.
38
1.41
0.
789
0.76
90.
717
1.42
0.
238
L31 ⁄ 2
×31 ⁄ 2
×3 ⁄ 16
6.1
41.
80
1.09
0.
606
0.77
80.
694
1.09
0.
180
L2×2
×3 ⁄ 8 9
.40
2.72
0.
958
0.70
20.
594
0.63
61.
27
0.34
0L3
×3×5 ⁄ 1
6 7
.84
2.30
0.
832
0.68
10.
601
0.61
41.
08
0.28
8L3
×3×1 ⁄ 4
6.3
81.
88
0.69
50.
494
0.60
90.
592
0.89
00.
234
L3×3
×3 ⁄ 16
4.8
81.
43
0.54
50.
381
0.61
70.
569
0.68
60.
179
L3×3
×1 ⁄ 8 3
.30
0.96
00.
380
0.26
10.
626
0.54
60.
471
0.12
1
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
94D
IME
NSI
ON
S A
ND
PR
OPE
RT
IES
DO
UB
LE A
NG
LES
Two
equa
l leg
ang
les
Pro
pert
ies
of s
ectio
ns
Des
ign
atio
n
Axi
s Y
-YQ
s*
Rad
ii o
f G
yrat
ion
An
gle
s in
Co
nta
ctA
ng
les
Sep
arat
ed
Bac
k to
Bac
k o
fA
ng
les,
in.
F y =
36 k
siF
y =
50 k
siF
y =
36 k
siF
y =
50 k
si0
3 ⁄⁄ 83 ⁄⁄ 4
L31 ⁄ 2
×31 ⁄ 2
×3 ⁄ 81.
48
1.61
1.
75—
——
—L3
1 ⁄ 2×3
1 ⁄ 2×5 ⁄ 1
61.
47
1.60
1.
74—
——
0.98
6L3
1 ⁄ 2×3
1 ⁄ 2×1 ⁄ 4
1.46
1.
59
1.73
—0.
982
0.96
50.
897
L3×3
×1 ⁄ 21.
29
1.43
1.
59—
——
—L3
×3×3 ⁄ 8
1.27
1.
41
1.56
——
——
L3×3
×5 ⁄ 16
1.26
1.
40
1.55
——
——
L3×3
×1 ⁄ 41.
26
1.39
1.
53—
——
0.96
1L3
×3×3 ⁄ 1
61.
25
1.38
1.
520.
995
0.92
10.
911
0.83
4
L21 ⁄ 2
×21 ⁄ 2
×3 ⁄ 81.
07
1.21
1.
36—
——
—L2
1 ⁄ 2×2
1 ⁄ 2×5 ⁄ 1
61.
06
1.20
1.
35—
——
—L2
1 ⁄ 2×2
1 ⁄ 2×1 ⁄ 4
1.05
1.
19
1.34
——
——
L21 ⁄ 2
×21 ⁄ 2
×3 ⁄ 16
1.04
1.
18
1.32
——
0.98
20.
919
L2×2
×3 ⁄ 80.
870
1.01
1.
17—
——
—L2
×2×5 ⁄ 1
60.
859
1.00
1.
16—
——
—L2
×2×1 ⁄ 4
0.84
90.
989
1.14
——
——
L2×2
×3 ⁄ 16
0.84
00.
977
1.13
——
——
L2×2
×1 ⁄ 80.
831
0.96
51.
110.
995
0.92
10.
911
0.83
4
*Whe
re n
o va
lue
ofQ
s is
sho
wn,
the
angl
es c
ompl
y w
ith L
RF
D S
peci
ficat
ion
Sec
tion
E2.
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
DO
UB
LE
AN
GL
ES
1 -
95
DO
UB
LE A
NG
LES
Two
uneq
ual l
eg a
ngle
sP
rope
rtie
s of
sec
tions
Long
legs
bac
k to
bac
k
Des
ign
atio
n
Wt.
per
ft
2 A
ng
les
Are
a o
f2
An
gle
s
Axi
s X
-X
IS
ry
Zy p
lbin
.2in
.4in
.3in
.in
.in
.3in
.
L8×6
×188
.426
.0
161
30
.2
2.49
2.65
54.5
1.
50
L8×6
×13 ⁄ 4
67.6
19.9
12
6
23.3
2.
532.
5642
.2
1.38
L8
×6×1
1 ⁄ 246
.013
.5
88.6
16.0
2.
562.
4729
.1
1.25
L8×4
×174
.822
.0
139
28
.1
2.52
3.05
48.5
2.
50
L8×6
×13 ⁄ 4
57.4
16.9
10
9
21.8
2.
552.
9537
.7
2.38
L8
×6×1
1 ⁄ 239
.211
.5
77.
015
.0
2.59
2.86
26.1
2.
25
L7×4
×3 ⁄ 452
.415
.4
75.
616
.8
2.22
2.51
29.6
1.
88
L7×4
×1 ⁄ 235
.810
.5
53.
311
.6
2.25
2.42
20.6
1.
75
L7×4
×3 ⁄ 827
.2 7
.97
41.
1 8
.88
2.27
2.37
15.7
1.
69
L6×4
×3 ⁄ 447
.213
.9
49.
012
.5
1.88
2.08
22.3
1.
38
L7×4
×5 ⁄ 840
.011
.7
42.
110
.6
1.90
2.03
19.0
1.
31
L7×4
×1 ⁄ 232
.4 9
.50
34.
8 8
.67
1.91
1.99
15.6
1.
25
L7×4
×3 ⁄ 824
.6 7
.22
26.
9 6
.64
1.93
1.94
11.9
1.
19
L6×3
1 ⁄ 2×3 ⁄ 8
23.4
6.8
4 2
5.7
6.4
91.
942.
0411
.5
1.44
L6
×31 ⁄ 2
×5 ⁄ 16
19.6
5.7
4 2
1.8
5.4
71.
952.
01 9
.70
1.41
L5×3
1 ⁄ 2×3 ⁄ 4
39.6
11.6
2
7.8
8.5
51.
551.
7515
.3
1.13
L6
×31 ⁄ 2
×1 ⁄ 227
.2 8
.00
20.
0 5
.97
1.58
1.66
10.8
1.
00
L6×3
1 ⁄ 2×3 ⁄ 8
20.8
6.0
9 1
5.6
4.5
91.
601.
61 8
.28
0.93
8L6
×31 ⁄ 2
×5 ⁄ 16
17.4
5.1
2 1
3.2
3.8
71.
611.
59 6
.99
0.90
6
L5×3
×1 ⁄ 225
.6 7
.50
18.
9 5
.82
1.59
1.75
10.3
1.
25
L7×4
×3 ⁄ 819
.6 5
.72
14.
7 4
.47
1.61
1.70
7.9
51.
19
L7×4
×5 ⁄ 16
16.4
4.8
0 1
2.5
3.7
71.
611.
68 6
.71
1.16
L7
×4×1 ⁄ 4
13.2
3.8
8 1
0.2
3.0
61.
621.
66 5
.45
1.13
X
Y
X
Y
s
y, y p A
ME
RIC
AN
IN
STIT
UT
E O
F S
TE
EL C
ON
STR
UC
TIO
N
1 -
96D
IME
NSI
ON
S A
ND
PR
OPE
RT
IES
DO
UB
LE A
NG
LES
Two
uneq
ual l
eg a
ngle
sP
rope
rtie
s of
sec
tions
Long
legs
bac
k to
bac
k
Des
ign
atio
n
Axi
s Y
-YQ
s*
Rad
ii o
f G
yrat
ion
An
gle
s in
Co
nta
ctA
ng
les
Sep
arat
ed
Bac
k to
Bac
k o
fA
ng
les,
in.
F y =
36 k
siF
y =
50 k
siF
y =
36 k
siF
y =
50 k
si0
3 ⁄⁄ 83 ⁄⁄ 4
L8×6
×12.
392.
522.
66—
——
—L8
×6×1
3 ⁄ 42.
352.
482.
62—
——
—L8
×6×1
1 ⁄ 22.
322.
442.
57—
—0.
911
0.83
4
L8×4
×11.
471.
611.
75—
——
—L8
×4×1
3 ⁄ 41.
421.
551.
69—
——
—L8
×4×1
1 ⁄ 21.
381.
511.
64—
—0.
911
0.83
4
L7×4
×3 ⁄ 41.
481.
621.
76—
——
—L7
×4×1 ⁄ 2
1.44
1.57
1.71
——
0.96
50.
897
L7×4
×3 ⁄ 81.
431.
551.
68—
—0.
839
0.75
0
L6×4
×3 ⁄ 41.
551.
691.
83—
——
—L7
×4×5 ⁄ 8
1.53
1.67
1.81
——
——
L7×4
×1 ⁄ 21.
511.
641.
78—
——
0.96
1L7
×4×3 ⁄ 8
1.5
1.62
1.76
——
0.91
10.
834
L6×3
1 ⁄ 2×3 ⁄ 8
1.26
1.39
1.53
——
0.91
10.
834
L6×3
1 ⁄ 2×5 ⁄ 1
61.
261.
381.
51—
—0.
825
0.73
3
L5×3
1 ⁄ 2×3 ⁄ 4
1.40
1.53
1.68
——
——
L6×3
1 ⁄ 2×1 ⁄ 2
1.35
1.49
1.63
——
——
L6×3
1 ⁄ 2×3 ⁄ 8
1.34
1.46
1.60
——
0.98
20.
919
L6×3
1 ⁄ 2×5 ⁄ 1
61.
331.
451.
59—
—0.
911
0.83
4
L5×3
×1 ⁄ 21.
121.
251.
40—
——
—L7
×4×3 ⁄ 8
1.10
1.23
1.37
——
0.98
20.
919
L7×4
×5 ⁄ 16
1.09
1.22
1.36
——
0.91
10.
834
L7×4
×1 ⁄ 41.
081.
211.
34—
—0.
804
0.70
8
*Whe
re n
o va
lue
of Q
s is
sho
wn
the
angl
es c
ompl
y w
ith L
RF
D S
peci
ficat
ion
Sec
tion
E2.
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
DO
UB
LE
AN
GL
ES
1 -
97
DO
UB
LE A
NG
LES
Two
uneq
ual l
eg a
ngle
sP
rope
rtie
s of
sec
tions
Long
legs
bac
k to
bac
k
Des
ign
atio
n
Wt.
per
ft
2 A
ng
les
Are
a o
f2
An
gle
s
Axi
s X
-X
IS
ry
Zy p
lbin
.2in
.4in
.3in
.in
.in
.3in
.
L4×3
1 ⁄ 2×1 ⁄ 2
23.8
7.
0010
.6
3.87
1.
23
1.25
7.
000.
500
L4×3
1 ⁄ 2×3 ⁄ 8
18.2
5.
34 8
.35
2.99
1.
25
1.21
5.
420.
438
L4×3
1 ⁄ 2×5 ⁄ 1
615
.4
4.49
7.1
22.
53
1.26
1.
18
4.59
0.40
6L4
×31 ⁄ 2
×1 ⁄ 412
.4
3.63
5.8
32.
05
1.27
1.
16
3.73
0.37
5
L4×3
×1 ⁄ 222
.2
6.50
10.1
3.
78
1.25
1.
33
6.81
0.75
0L4
×3×3 ⁄ 8
17.0
4.
97 7
.93
2.92
1.
26
1.28
5.
280.
688
L4×3
×5 ⁄ 16
14.4
4.
18 6
.76
2.47
1.
27
1.26
4.
470.
656
L4×3
×1 ⁄ 411
.6
3.38
5.5
42.
00
1.28
1.
24
3.63
0.62
5
L31 ⁄ 2
×3×3 ⁄ 8
15.8
4.
59 5
.45
2.25
1.
09
1.08
4.
080.
438
L4×3
1 ⁄ 2×5 ⁄ 1
613
.2
3.87
4.6
61.
91
1.10
1.
06
3.46
0.40
6L4
×31 ⁄ 2
×1 ⁄ 410
.8
3.13
3.8
31.
55
1.11
1.
04
2.82
0.37
5
L31 ⁄ 2
×21 ⁄ 2
×3 ⁄ 814
.4
4.22
5.1
22.
19
1.10
1.
16
3.94
0.68
8L3
1 ⁄ 2×2
1 ⁄ 2×1 ⁄ 4
9.8
02.
88 3
.60
1.51
1.
12
1.11
2.
730.
625
L3×2
1 ⁄ 2×3 ⁄ 8
13.2
3.
84 3
.31
1.62
0.
928
0.95
62.
930.
438
L4×3
1 ⁄ 2×1 ⁄ 4
9.0
02.
63 2
.35
1.12
0.
945
0.91
12.
040.
375
L4×3
1 ⁄ 2×5 ⁄ 1
6 6
.77
1.99
1.8
10.
859
0.95
40.
888
1.56
0.34
4
L3×2
×3 ⁄ 811
.8
3.47
3.0
61.
56
0.94
01.
04
2.79
0.68
8L4
×3×5 ⁄ 1
610
.0
2.93
2.6
31.
33
0.94
81.
02
2.38
0.65
6L4
×3×1 ⁄ 4
8.2
02.
38 2
.17
1.08
0.
957
0.99
31.
950.
625
L4×3
×3 ⁄ 16
6.1
41.
80 1
.68
0.83
00.
966
0.97
01.
490.
594
L21 ⁄ 2
×2×3 ⁄ 8
10.6
3.
09 1
.82
1.09
0.
768
0.83
11.
970.
438
L4×3
1 ⁄ 2×5 ⁄ 1
6 9
.00
2.62
1.5
80.
932
0.77
60.
809
1.69
0.40
6L4
×31 ⁄ 2
×1 ⁄ 4 7
.24
2.13
1.3
10.
763
0.78
40.
787
1.38
0.37
5L4
×31 ⁄ 2
×3 ⁄ 16
5.5
01.
62 1
.02
0.58
60.
793
0.76
41.
060.
344
X
Y
X
Y
s
y, y p A
ME
RIC
AN
IN
STIT
UT
E O
F S
TE
EL C
ON
STR
UC
TIO
N
1 -
98D
IME
NSI
ON
S A
ND
PR
OPE
RT
IES
DO
UB
LE A
NG
LES
Two
uneq
ual l
eg a
ngle
sP
rope
rtie
s of
sec
tions
Long
legs
bac
k to
bac
k
Des
ign
atio
n
Axi
s Y
-YQ
s*
Rad
ii o
f G
yrat
ion
An
gle
s in
Co
nta
ctA
ng
les
Sep
arat
ed
Bac
k to
Bac
k o
fA
ng
les,
in.
F y =
36 k
siF
y =
50 k
siF
y =
36 k
siF
y =
50 k
si0
3 ⁄⁄ 83 ⁄⁄ 4
L4×3
1 ⁄ 2×1 ⁄ 2
1.44
1.
58
1.72
——
——
L4×3
1 ⁄ 2×3 ⁄ 8
1.42
1.
56
1.70
——
——
L4×3
1 ⁄ 2×5 ⁄ 1
61.
42
1.55
1.
69—
—0.
997
0.93
5L4
×31 ⁄ 2
×1 ⁄ 41.
41
1.54
1.
67—
0.98
20.
911
0.83
4
L4×3
×1 ⁄ 21.
20
1.33
1.
48—
——
—L4
×3×3 ⁄ 8
1.18
1.
31
1.45
——
——
L4×3
×5 ⁄ 16
1.17
1.
30
1.44
——
0.99
70.
935
L4×3
×1 ⁄ 41.
16
1.29
1.
43—
—0.
911
0.83
4
L31 ⁄ 2
×3×3 ⁄ 8
1.22
1.
36
1.50
——
——
L4×3
1 ⁄ 2×5 ⁄ 1
61.
21
1.35
1.
49—
——
0.98
6L4
×31 ⁄ 2
×1 ⁄ 41.
20
1.33
1.
48—
—0.
965
0.89
7
L31 ⁄ 2
×21 ⁄ 2
×3 ⁄ 80.
976
1.11
1.
26—
——
—L3
1 ⁄ 2×2
1 ⁄ 2×1 ⁄ 4
0.95
81.
09
1.23
——
0.96
50.
897
L3×2
1 ⁄ 2×3 ⁄ 8
1.02
1.
16
1.31
——
——
L4×3
1 ⁄ 2×1 ⁄ 4
1.00
1.
13
1.28
——
—0.
961
L4×3
1 ⁄ 2×5 ⁄ 1
60.
993
1.12
1.
27—
—0.
911
0.83
4
L3×2
×3 ⁄ 80.
777
0.91
71.
07—
——
—L4
×3×5 ⁄ 1
60.
767
0.90
31.
06—
——
—L4
×3×1 ⁄ 4
0.75
70.
891
1.04
——
—0.
961
L4×3
×3 ⁄ 16
0.74
90.
879
1.03
——
0.91
10.
834
L21 ⁄ 2
×2×3 ⁄ 8
0.81
90.
961
1.12
——
——
L4×3
1 ⁄ 2×5 ⁄ 1
60.
809
0.94
81.
10—
——
—L4
×31 ⁄ 2
×1 ⁄ 40.
799
0.93
51.
09—
——
—L4
×31 ⁄ 2
×3 ⁄ 16
0.79
00.
923
1.07
——
0.98
20.
919
*Whe
re n
o va
lue
of Q
s is
sho
wn,
the
angl
es c
ompl
y w
ith L
RF
D S
peci
ficat
ion
Sec
tion
E2.
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
DO
UB
LE
AN
GL
ES
1 -
99
DO
UB
LE A
NG
LES
Two
uneq
ual l
eg a
ngle
sP
rope
rtie
s of
sec
tions
Sho
rt le
gs b
ack
to b
ack
Des
ign
atio
n
Wt.
per
ft
2 A
ng
les
Are
a o
f2
An
gle
s
Axi
s X
-X
IS
ry
Zy p
lbin
.2in
.4in
.3in
.in
.in
.3in
.
L8×6
×188
.426
.0
77.6
17
.8
1.73
1.
65
32.4
0.
813
L8×6
×13 ⁄ 4
67.6
19.9
61
.4
13.8
1.
76
1.56
24
.9
0.62
1L8
×6×1
1 ⁄ 246
.013
.5
43.4
9
.58
1.79
1.
47
17.0
0.
422
L8×4
×174
.822
.0
23.3
7
.88
1.03
1.
05
15.4
0.
688
L8×6
×13 ⁄ 4
57.4
16.9
18
.7
6.1
41.
05
0.95
311
.6
0.52
7L8
×6×1
1 ⁄ 239
.211
.5
13.5
4
.29
1.08
0.
859
7.8
00.
359
L7×4
×3 ⁄ 452
.415
.4
18.1
6
.05
1.09
1.
01
11.3
0.
549
L5×3
×1 ⁄ 235
.810
.5
13.1
4
.23
1.11
0.
917
7.6
60.
375
L5×3
×3 ⁄ 827
.2 7
.97
10.2
3
.26
1.13
0.
870
5.8
00.
285
L6×4
×3 ⁄ 447
.213
.9
17.4
5
.94
1.12
1.
08
10.9
0.
578
L5×3
×5 ⁄ 840
.011
.7
15.0
5
.07
1.13
1.
03
9.2
40.
488
L5×3
×1 ⁄ 232
.4 9
.50
12.5
4
.16
1.15
0.
987
7.5
00.
396
L5×3
×3 ⁄ 824
.6 7
.22
9.8
1 3
.21
1.17
0.
941
5.7
10.
301
L6×3
1 ⁄ 2×3 ⁄ 8
23.4
6.8
4 6
.68
2.4
60.
988
0.78
7 4
.41
0.28
5L6
×31 ⁄ 2
×5 ⁄ 16
19.6
5.7
4 5
.70
2.0
80.
996
0.76
3 3
.70
0.23
9
L5×3
1 ⁄ 2×3 ⁄ 4
39.6
11.6
11
.1
4.4
30.
977
0.99
6 8
.20
0.58
1L6
×31 ⁄ 2
×1 ⁄ 227
.2 8
.00
8.1
0 3
.12
1.01
0.
906
5.6
50.
400
L6×3
1 ⁄ 2×3 ⁄ 8
20.8
6.0
9 6
.37
2.4
11.
02
0.86
1 4
.32
0.30
5L6
×31 ⁄ 2
×5 ⁄ 16
17.4
5.1
2 5
.44
2.0
41.
03
0.83
8 3
.63
0.25
6
L5×3
×1 ⁄ 225
.6 7
.50
5.1
6 2
.29
0.82
90.
750
4.2
20.
375
L5×3
×3 ⁄ 819
.6 5
.72
4.0
8 1
.78
0.84
50.
704
3.2
10.
286
L5×3
×5 ⁄ 16
16.4
4.8
0 3
.49
1.5
10.
853
0.68
1 2
.69
0.24
0L5
×3×1 ⁄ 4
13.2
3.8
8 2
.88
1.2
30.
861
0.65
7 2
.17
0.19
4
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
100
DIM
EN
SIO
NS
AN
D P
RO
PER
TIE
S
DO
UB
LE A
NG
LES
Two
uneq
ual l
eg a
ngle
sP
rope
rtie
s of
sec
tions
Sho
rt le
gs b
ack
to b
ack
Des
ign
atio
n
Axi
s Y
-YQ
s*
Rad
ii o
f G
yrat
ion
An
gle
s in
Co
nta
ctA
ng
les
Sep
arat
ed
Bac
k to
Bac
k o
fA
ng
les,
in.
F y =
36 k
siF
y =
50 k
siF
y =
36 k
siF
y =
50 k
si0
3 ⁄⁄ 83 ⁄⁄ 4
L8×6
×13.
643.
783.
92—
——
—L8
×6×1
3 ⁄ 43.
603.
743.
88—
——
—L8
×6×1
1 ⁄ 23.
563.
693.
830.
995
0.92
10.
911
0.83
4
L8×4
×13.
954.
104.
25—
——
—L8
×4×1
3 ⁄ 43.
904.
054.
19—
——
—L8
×4×1
1 ⁄ 23.
864.
004.
140.
995
0.92
10.
911
0.83
4
L7×4
×3 ⁄ 43.
353.
493.
64—
——
L7×4
×1 ⁄ 23.
303.
443.
59—
0.98
20.
965
0.89
7L7
×4×3 ⁄ 8
3.28
3.42
3.56
0.92
60.
838
0.83
90.
750
L6×4
×3 ⁄ 42.
802.
943.
09—
——
—L7
×4×5 ⁄ 8
2.78
2.92
3.06
——
——
L7×4
×1 ⁄ 22.
762.
903.
04—
——
0.96
1L7
×4×3 ⁄ 8
2.74
2.87
3.02
0.99
50.
921
0.91
10.
834
L6×3
1 ⁄ 2×3 ⁄ 8
2.81
2.95
3.09
0.99
50.
921
0.91
10.
834
L6×3
1 ⁄ 2×5 ⁄ 1
62.
802.
943.
080.
912
0.82
20.
825
0.73
3
L5×3
1 ⁄ 2×3 ⁄ 4
2.33
2.48
2.63
——
——
L6×3
1 ⁄ 2×1 ⁄ 2
2.29
2.43
2.57
——
——
L6×3
1 ⁄ 2×3 ⁄ 8
2.27
2.41
2.55
——
0.98
20.
919
L6×3
1 ⁄ 2×5 ⁄ 1
62.
262.
392.
540.
995
0.92
10.
911
0.83
4
L5×3
×1 ⁄ 22.
362.
502.
65—
——
—L5
×3×3 ⁄ 8
2.34
2.48
2.63
——
0.98
20.
919
L5×3
×5 ⁄ 16
2.33
2.47
2.61
0.99
50.
921
0.91
10.
834
L5×3
×1 ⁄ 42.
322.
462.
600.
891
0.79
70.
804
0.70
8
*Whe
re n
o va
lue
of Q
s is
sho
wn,
the
angl
es c
ompl
y w
ith L
RF
D S
peci
ficat
ion
Sec
tion
E2.
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
DO
UB
LE
AN
GL
ES
1 -
101
DO
UB
LE A
NG
LES
Two
uneq
ual l
eg a
ngle
sP
rope
rtie
s of
sec
tions
Sho
rt le
gs b
ack
to b
ack
Des
ign
atio
n
Wt.
per
ft
2 A
ng
les
Are
a o
f2
An
gle
s
Axi
s X
-X
IS
ry
Zy p
lbin
.2in
.4in
.3in
.in
.in
.3in
.
L4×3
1 ⁄ 2×1 ⁄ 2
23.8
7.
007.
58
3.03
1.
04
1.00
5.
47
0.43
8L4
×31 ⁄ 2
×3 ⁄ 818
.2
5.34
5.97
2.
35
1.06
0.
955
4.21
0.
334
L4×3
1 ⁄ 2×5 ⁄ 1
615
.4
4.49
5.10
1.
99
1.07
0.
932
3.56
0.
281
L4×3
1 ⁄ 2×1 ⁄ 4
12.4
3.
634.
19
1.62
1.
07
0.90
92.
89
0.22
7
L4×3
×1 ⁄ 222
.2
6.50
4.85
2.
23
0.86
40.
827
4.06
0.
406
L3×2
×3 ⁄ 817
.0
4.97
3.84
1.
73
0.87
90.
782
3.11
0.
311
L3×2
×5 ⁄ 16
14.4
4.
183.
29
1.47
0.
887
0.75
92.
63
0.26
1L3
×2×1 ⁄ 4
11.6
3.
382.
71
1.20
0.
896
0.73
62.
13
0.21
1
L31 ⁄ 2
×3×3 ⁄ 8
15.8
4.
593.
69
1.70
0.
897
0.83
03.
06
0.32
8L4
×31 ⁄ 2
×5 ⁄ 16
13.2
3.
873.
17
1.44
0.
905
0.80
82.
59
0.27
6L4
×31 ⁄ 2
×1 ⁄ 410
.8
3.13
2.61
1.
18
0.91
40.
785
2.10
0.
223
L31 ⁄ 2
×21 ⁄ 2
×3 ⁄ 814
.4
4.22
2.18
1.
18
0.71
90.
660
2.15
0.
301
L31 ⁄ 2
×21 ⁄ 2
×1 ⁄ 4 9
.80
2.88
1.55
0.
824
0.73
50.
614
1.47
0.
205
L3×2
1 ⁄ 2×3 ⁄ 8
13.2
3.
842.
08
1.16
0.
736
0.70
62.
10
0.32
0L4
×31 ⁄ 2
×1 ⁄ 4 9
.00
2.63
1.49
0.
808
0.75
30.
661
1.45
0.
219
L4×3
1 ⁄ 2×3 ⁄ 1
6 6
.77
1.99
1.15
0.
620
0.76
10.
638
1.11
0.
166
L3×2
×3 ⁄ 811
.8
3.47
1.09
0.
743
0.55
90.
539
1.37
0.
289
L3×2
×5 ⁄ 16
10.0
2.
930.
941
0.63
40.
567
0.51
61.
16
0.24
4L3
×2×1 ⁄ 4
8.2
02.
380.
784
0.52
00.
574
0.49
30.
937
0.19
8L3
×2×3 ⁄ 1
6 6
.14
1.80
0.61
30.
401
0.58
30.
470
0.71
30.
150
L21 ⁄ 2
×2×3 ⁄ 8
10.6
3.
091.
030.
725
0.57
70.
581
1.32
0.
309
L4×3
1 ⁄ 2×5 ⁄ 1
6 9
.00
2.62
0.89
30.
620
0.58
40.
559
1.12
0.
262
L4×3
1 ⁄ 2×1 ⁄ 4
7.2
42.
130.
745
0.50
90.
592
0.53
70.
915
0.21
3L4
×31 ⁄ 2
×3 ⁄ 16
5.5
01.
620.
583
0.39
20.
600
0.51
40.
701
0.16
2
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
1 -
102
DIM
EN
SIO
NS
AN
D P
RO
PER
TIE
S
DO
UB
LE A
NG
LES
Two
uneq
ual l
eg a
ngle
sP
rope
rtie
s of
sec
tions
Sho
rt le
gs b
ack
to b
ack
Des
ign
atio
n
Axi
s Y
-YQ
s*
Rad
ii o
f G
yrat
ion
An
gle
s in
Co
nta
ctA
ng
les
Sep
arat
ed
Bac
k to
Bac
k o
fA
ng
les,
in.
F y =
36 k
siF
y =
50 k
siF
y =
36 k
siF
y =
50 k
si0
3 ⁄⁄ 83 ⁄⁄ 4
L4×3
1 ⁄ 2×1 ⁄ 2
1.76
1.89
2.04
——
——
L4×3
1 ⁄ 2×3 ⁄ 8
1.74
1.87
2.01
——
——
L4×3
1 ⁄ 2×5 ⁄ 1
61.
731.
862.
00—
—0.
997
0.93
5L4
×31 ⁄ 2
×1 ⁄ 41.
721.
851.
990.
995
0.92
10.
911
0.83
4
L4×3
×1 ⁄ 21.
821.
962.
11—
——
—L3
×2×3 ⁄ 8
1.80
1.94
2.08
——
——
L3×2
×5 ⁄ 16
1.79
1.93
2.07
——
0.99
70.
935
L3×2
×1 ⁄ 41.
781.
922.
060.
995
0.92
10.
911
0.83
4
L31 ⁄ 2
×3×3 ⁄ 8
1.53
1.67
1.82
——
——
L4×3
1 ⁄ 2×5 ⁄ 1
61.
521.
661.
80—
——
0.98
6L4
×31 ⁄ 2
×1 ⁄ 41.
521.
651.
79—
0.98
20.
965
0.89
7
L31 ⁄ 2
×21 ⁄ 2
×3 ⁄ 81.
601.
741.
89—
——
—L3
1 ⁄ 2×2
1 ⁄ 2×1 ⁄ 4
1.58
1.72
1.86
—0.
982
0.96
50.
897
L3×2
1 ⁄ 2×3 ⁄ 8
1.33
1.47
1.62
——
——
L4×3
1 ⁄ 2×1 ⁄ 4
1.31
1.45
1.60
——
—0.
961
L4×3
1 ⁄ 2×3 ⁄ 1
61.
301.
441.
580.
995
0.92
10.
911
0.83
4
L3×2
×3 ⁄ 81.
401.
551.
70—
——
—L3
×2×5 ⁄ 1
61.
391.
531.
68—
——
—L3
×2×1 ⁄ 4
1.38
1.52
1.67
——
—0.
961
L3×2
×3 ⁄ 16
1.37
1.51
1.66
0.99
50.
921
0.91
10.
834
L21 ⁄ 2
×2×3 ⁄ 8
1.13
1.28
1.43
——
——
L4×3
1 ⁄ 2×5 ⁄ 1
61.
121.
261.
42—
——
—L4
×31 ⁄ 2
×1 ⁄ 41.
111.
251.
40—
——
—L4
×31 ⁄ 2
×3 ⁄ 16
1.10
1.24
1.39
——
0.98
20.
911
*Whe
re n
o va
lue
of Q
s is
sho
wn
the
angl
es c
ompl
y w
ith L
RF
D S
peci
ficat
ion
Sec
tion
E2.
X
Y
X
Y
s
y, y p
AM
ER
ICA
N I
NST
ITU
TE
OF S
TE
EL C
ON
STR
UC
TIO
N
DO
UB
LE
AN
GL
ES
1 -
103