Figure 7-31. Intermediate Moment Frame Girder Web Reinforcement.

Seismic Design for Buildings - index
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199

1 inch = 25mm

f c' / 6 and

vc =

v u Max. = 0.83 f c'

for vc and vu in

MN,

b and d in mm,

and f c' in MPa

7-75

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