Aci Reinforcement Limits: 22.5.5.1(a)
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(a) | Vc_equation_Av_sufficient | Av >= Av_min | Vc = (2*lambda*sqrt(fc_prime) + Nu/(6*Ag))*b_w*d | Nonprestressed member | Vc equation | 22.5.5 | ACI 318-19 | lambda = lightweight factor (1.0 normalweight); fc_prime in psi; Nu in lb (positive compression, negative tension); Ag in in^2; b_w in in; d in in; Vc in lb |
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