AISCAISC 360-22
Formulas

Formulas: Compressive Strength

PDF page 168 · AISC 360-22

Equation 12-15

The available compressive strength of axially loaded composite plate shear walls shall be determined for the limit state of flexural buckling in accordance with Section I2.1b. The value of flexural stiffness from Section II.5 shall be used along with PnoP_{n o} determined as follows:

Pno=FyAs+0.85fcAcP_{n o}=F_{y} A_{s}+0.85 f_{c}^{\prime} A_{c}

Found in

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