Table A-1 (cont’d) Panel-Zone Web Shear Strength for Wide-Flange Columns, Fy ⳱ 50 ksi (Wind and Low-Seismic Applications, see Section 1.4) Design Panel-Zone Shear Strength Rv , kips
Pu /(Fy A) Shape
ⱕ 0.4
0.45
0.5
0.55
0.6
0.65
0.7
0.75
0.8
0.85
0.9
0.95
1
W10⫻112 ⫻100 ⫻88 ⫻77 ⫻68 ⫻60 ⫻54 ⫻49
232 204 177 152 132 116 101 91.6
220 194 168 144 125 110 95.8 87.0
208 183 159 137 119 104 90.7 82.5
197 173 151 129 112 98.5 85.7 77.9
185 163 142 121 106 92.7 80.6 73.3
174 153 133 114 99.0 86.9 75.6 68.7
162 143 124 106 92.4 81.1 70.6 64.1
151 132 115 98.6 85.8 75.3 65.5 59.6
139 122 106 91.0 79.2 69.5 60.5 55.0
127 112 97.4 83.4 72.6 63.7 55.4 50.4
116 102 88.5 75.8 66.0 57.9 50.4 45.8
104 91.7 79.7 68.3 59.4 52.2 45.4 41.2
92.6 81.5 70.8 60.7 52.8 46.4 40.3 36.6
W10⫻45 ⫻39 ⫻33
95.4 84.4 76.2
90.7 80.2 72.4
85.9 75.9 68.6
81.1 71.7 64.8
76.4 67.5 60.9
71.6 63.3 57.1
66.8 59.1 53.3
62.0 54.8 49.5
57.3 50.6 45.7
52.5 46.4 41.9
47.7 42.2 38.1
43.0 38.0 34.3
38.2 33.7 30.5
W10⫻30 ⫻26 ⫻22
84.8 72.5 65.9
80.6 68.9 62.6
76.3 65.3 59.3
72.1 61.6 56.0
67.8 58.0 52.7
63.6 54.4 49.4
59.4 50.8 46.1
55.1 47.1 42.8
50.9 43.5 39.5
46.6 39.9 36.2
42.4 36.3 33.0
38.2 32.6 29.7
33.9 29.0 26.4
W10⫻19 ⫻17 ⫻15 ⫻12
69.1 65.5 62.0 50.6
65.7 62.2 58.9 48.1
62.2 59.0 55.8 45.6
58.8 55.7 52.7 43.0
55.3 52.4 49.6 40.5
51.8 49.1 46.5 38.0
48.4 45.9 43.4 35.4
44.9 42.6 40.3 32.9
41.5 39.3 37.2 30.4
38.0 36.0 34.1 27.8
34.6 32.8 31.0 25.3
31.1 29.5 27.9 22.8
27.6 26.2 24.8 20.3
W8⫻67 ⫻58 ⫻48 ⫻40 ⫻35 ⫻31
139 120 91.8 80.2 68.0 61.6
132 114 87.2 76.2 64.6 58.5
125 108 82.6 72.2 61.2 55.4
118 102 78.0 68.2 57.8 52.3
111 96.4 73.4 64.2 54.4 49.2
104 90.4 68.9 60.1 51.0 46.2
97.0 84.3 64.3 56.1 47.6 43.1
90.0 78.3 59.7 52.1 44.2 40.0
83.1 72.3 55.1 48.1 40.8 36.9
76.2 66.3 50.5 44.1 37.4 33.9
69.3 60.2 45.9 40.1 34.0 30.8
62.3 54.2 41.3 36.1 30.6 27.7
55.4 48.2 36.7 32.1 27.2 24.6
W8⫻28 ⫻24
62.0 52.5
58.9 49.8
55.8 47.2
52.7 44.6
49.6 42.0
46.5 39.3
43.4 36.7
40.3 34.1
37.2 31.5
34.1 28.9
31.0 26.2
27.9 23.6
24.8 21.0
W8⫻21 ⫻18
55.9 50.5
53.1 48.0
50.3 45.5
47.5 43.0
44.7 40.4
41.9 37.9
39.1 35.4
36.3 32.9
33.5 30.3
30.7 27.8
27.9 25.3
25.2 22.7
22.4 20.2
W8⫻15 ⫻13 ⫻10
53.6 49.6 36.2
51.0 47.1 34.4
48.3 44.7 32.6
45.6 42.2 30.8
42.9 39.7 29.0
40.2 37.2 27.2
37.6 34.7 25.4
34.9 32.3 23.5
32.2 29.8 21.7
29.5 27.3 19.9
26.8 24.8 18.1
24.1 22.3 16.3
21.5 19.8 14.5
W6⫻25 ⫻20 ⫻15
55.1 43.5 37.2
52.4 41.3 35.3
49.6 39.2 33.5
46.9 37.0 31.6
44.1 34.8 29.8
41.3 32.6 27.9
38.6 30.5 26.0
35.8 28.3 24.2
33.1 26.1 22.3
30.3 23.9 20.5
27.6 21.8 18.6
24.8 19.6 16.7
22.0 17.4 14.9
W6⫻16 ⫻12 ⫻9
44.1 37.4 27.1
41.9 35.6 25.7
39.7 33.7 24.4
37.5 31.8 23.0
35.3 30.0 21.7
33.1 28.1 20.3
30.9 26.2 19.0
28.7 24.3 17.6
26.5 22.5 16.2
24.2 20.6 14.9
22.0 18.7 13.5
19.8 16.9 12.2
17.6 15.0 10.8
W5⫻19 ⫻16
37.5 32.5
35.7 30.8
33.8 29.2
31.9 27.6
30.0 26.0
28.2 24.3
26.3 22.7
24.4 21.1
22.5 19.5
20.6 17.9
18.8 16.2
16.9 14.6
15.0 13.0
W4⫻13
31.4
29.9
28.3
26.7
25.2
23.6
22.0
20.4
18.9
17.3
15.7
14.2
12.6
73
© 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher.