Aci Reinforcement Limits: 22.5.5.1(c)
ACI 318-19 provisions for minimum/maximum reinforcement and shear strength (Vc) for nonprestressed concrete members — beams and columns
| provision | case id | applicability | expression us customary | member type | rule type | section | standard | variables |
|---|---|---|---|---|---|---|---|---|
| 22.5.5.1(c) | Vc_equation_Av_insufficient | Av < Av_min | Vc = (8*lambda*lambda_s*rho_w**(1/3)*sqrt(fc_prime) + Nu/(6*Ag))*b_w*d | Nonprestressed member | Vc equation | 22.5.5 | ACI 318-19 | lambda_s = size-effect factor per 22.5.5.1.3; other variables same as (b) |
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