Concrete Shear Wall Design per ACI 318-19 §11, §18.10

• ideCAD automatically designs concrete shear walls per ACI 318-19.

Notation

E_c = modulus of elasticity of concrete, psi
E_s = modulus of elasticity of reinforcement, psi
f_c^' = specified compressive strength of concrete, psi
f_y = specified yield strength for nonprestressed reinforcement, psi

Design properties for concrete and reinforcement can be selected for the following Concrete and Reinforcement Materials per ACI 318-19 with ideCAD. In addition, design properties such as modulus of elasticity for concrete E_c, modulus of elasticity for reinforcement E_s, specified compressive strength f_c^', and specified yield strength for reinforcement f_y are available inConcrete and Reinforcement Materials per ACI 318-19 with ideCAD title.

Requirements and reinforcement of special structural walls described in this title are done automatically according to ACI Chapter 18.

Next Topic

Shear Wall Design Limits per ACI 318-19 with ideCAD

Related Topics

• Concrete Slab Design per ACI 318-19 §7, §8

• Concrete Foundation Design per ACI 318-19 §13

• Serviceability per ACI 318-19 §24

• Materials and Reduction Factors per ACI 318-19 §19, §20, and §21

• Load Factors and Combinations per ACI 318-19 with ideCAD