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Home/Reference Data/Aci Reinforcement Limits/22.5.5.1

Aci Reinforcement Limits: 22.5.5.1

ACI 318-19 provisions for minimum/maximum reinforcement and shear strength (Vc) for nonprestressed concrete members — beams and columns

Civil Engineeringprovision: 22.5.5.11 row
provisioncase idapplicabilityexpression us customarymember typerule typesectionstandardvariables
22.5.5.1Vc_lower_boundAll casesVc >= 0Nonprestressed memberLower bound22.5.5ACI 318-19Vc shall not be taken less than zero

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