Minimum shear reinforcement av, min according to ACI 318-19, 9.6.3.6

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Minimumshear reinforcement a v, min according to ACI 318-19, 9.6.3.6

av,min = Avs = max 0,75 · fc' · bwfy ; 50 · bwfy

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 the cross-section
fy Yield strength of reinforcing steel

Minimum shear reinforcement av, min according to ACI 318-19, 9.6.3.6

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