Aci Reinforcement Limits: 22.5.5.1(b)
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(b) | Vc_equation_Av_sufficient_alt | Av >= Av_min | Vc = (8*lambda*rho_w**(1/3)*sqrt(fc_prime) + Nu/(6*Ag))*b_w*d | Nonprestressed member | Vc equation | 22.5.5 | ACI 318-19 | lambda = lightweight factor; rho_w = As/(b_w*d) longitudinal reinforcement ratio; fc_prime in psi; Nu in lb; Ag in in^2; b_w in in; d in in; Vc in lb |
This is a sample. Search the full aci reinforcement limits dataset and 350+ more by creating a free account and accessing the database.
Get started for FREE