Concrete column design (ACI 318-19 update)
Summary
When working to the 2019 version of the code the Concrete column and wall design to ACI 318 checks are amended as follows:
- Clause 22.4.2.1 - The value of fy is limited to a maximum of 80 ksi in the calculation of ultimate compressive strength.
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Clause 22.5.5.1 - Updated shear design as per revised shear equations.
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Clause 22.5.1.10 - Added new biaxial shear check.