Aci Reinforcement Limits: 10.6.1.1
ACI 318-19 provisions for minimum/maximum reinforcement and shear strength (Vc) for nonprestressed concrete members — beams and columns
| provision | case id | applicability | member type | rho max expression | rho min expression | rule type | section | standard | variables |
|---|---|---|---|---|---|---|---|---|---|
| 10.6.1.1 | nonprestressed_column | All nonprestressed columns | Nonprestressed column | 0.08*Ag | 0.01*Ag | Reinforcement limits | 10.6.1 | ACI 318-19 | Ag = gross cross-sectional area of column, in^2; result is As in in^2 |
| 10.6.1.1 | prestressed_column_low_fpe | Average f_pe < 225 psi | Prestressed column | 0.08*Ag | 0.01*Ag | Reinforcement limits | 10.6.1 | ACI 318-19 | Ag = gross cross-sectional area; f_pe = average effective prestress, psi |
This is a sample. Search the full aci reinforcement limits dataset and 350+ more by creating a free account and accessing the database.
Get started for FREE