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 TABLE 14
Dynamic Design Shear Stress for Webs of Cold-Formed Members
(Fy = 80 ksi)
Simple Shear
(h/t) < /= 4l
Fdv = 0.50
Fdy < /= 44.0 ksi
41 < (h/t) < /= 58
Fdv = 1.78 x 103/(h/t)
58 < (h/t) < /= 150
Fdv = 1.07 x 105/(h/t>
Combined Bending and Shear
(h/t)
Fdv (ksi)
20
21.60
30
21.00
40
20.00
50
18.80
60
17.50
70
16.00
80
14.30
90
12.50
100
10.75
110
8.84
120
7.43
2.08-144
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