Aci Reinforcement Limits: 9.6.1.2
ACI 318-19 provisions for minimum/maximum reinforcement and shear strength (Vc) for nonprestressed concrete members — beams and columns
| provision | case id | expression us customary | member type | rule type | section | standard | variables |
|---|---|---|---|---|---|---|---|
| 9.6.1.2 | governing_rule | As_min = max(9.6.1.2(a), 9.6.1.2(b)) | Nonprestressed beam | Governing rule | 9.6.1 | ACI 318-19 | As_min taken as the larger of expressions (a) and (b) |
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