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34x
002002
2025-07-14

Punching Shear Reinforcement Calculation

The Punching Shear Resistance of the concrete for two-way members without shear reinforcement with the values entered and the answer calculated.

vc = min((4), (2 +4β), (2+αsdbo))
a = 4
b = 6
c = 2 + 40 × 25.125 in. 156.500 in. = 6.42
vc = min(4, 6, 6.42) = 4
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