Aci Reinforcement Limits: 9.6.1.2(a)
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(a) | equation | As_min = (3*sqrt(fc_prime)*b_w*d)/f_y | Nonprestressed beam | Equation | 9.6.1 | ACI 318-19 | fc_prime in psi; b_w in in; d in in; f_y in psi; As_min in in^2 |
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