AISC 360-22 Ch. E

Steel Column Design Example with Calculations

Step-by-step steel column design example per AISC 360-22 Chapter E. Calculates slenderness ratio KL/r, elastic buckling stress Fe, inelastic critical stress Fcr, and the design compressive strength φPn.

Given Parameters

section
yield strength
effective column length
factored axial load

Calculation Steps

1. Slenderness Ratio

2. Elastic Buckling Stress Fe

3. Critical Stress Fcr (Inelastic Buckling)

4. Design Compressive Strength

Column DCR

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