Aci Reinforcement Limits: 22.5.5.1.3
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 |
|---|---|---|---|---|---|---|---|---|
| 22.5.5.1.3 | size_effect_factor | Used in 22.5.5.1(c) | lambda_s = min(1.0, sqrt(2/(1 + d/10))) | Nonprestressed member | Size-effect factor | 22.5.5 | ACI 318-19 | d = effective depth in inches (U.S. customary); lambda_s <= 1.0 |
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