Aci Reinforcement Limits: 22.5.5.1.1
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 |
|---|---|---|---|---|---|---|---|---|
| 22.5.5.1.1 | Vc_upper_bound | All cases | Vc <= 5*lambda*sqrt(fc_prime)*b_w*d | Nonprestressed member | Upper bound | 22.5.5 | ACI 318-19 | lambda = lightweight factor; fc_prime in psi; b_w in in; d in in; Vc in lb |
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