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  • ideCAD automatically designs concrete beams in accordance with shear walls per ACI 318-19.

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Notation

Ec = modulus of elasticity of concrete, psi
Es = modulus of elasticity of reinforcement, psi
fc' = specified compressive strength of concrete, psi
fy = specified yield strength for nonprestressed reinforcement, psi

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Design properties for concrete and reinforcement can be selected to be in accordance with Concrete&Reinforcement Materialsfor the following Concrete and Reinforcement Materials per ACI 318-19 with ideCAD. In addition, design properties such as modulus of elasticity for concrete Ec, modulus of elasticity for reinforcement Es, specified compressive strength fc', and specified yield strength for reinforcement fy are available inConcrete &and Reinforcement Materials per ACI 318-19 with ideCAD title.

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

The subjects described in this chapter:

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Shear Wall Design Limits

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Shear Wall Axial Force and Flexural Design

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Shear Wall Shear Design

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Shear Wall Reinforcement Limits

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Shear Wall Reinforcement Detailing

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Shear Wall Boundary Elements

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Child pages (Children Display)

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