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000906
2024-01-16

Minimum Shear Reinforcement av,min According to ACI 318-19, 9.6.3.4

Minimum Shear Reinforcement av,min According to ACI 318-19, 9.6.3.4
aV,min = Avs = max 0.75 · fc' · bwfyt ; 50 · bwfyt
av,min Minimum shear reinforcement
Av Cross-sectional area of the shear reinforcement
s Distance of the stirrups
f'c Concrete compressive strength
bw Width of cross-section
fy Yield strength of reinforcing steel