Chapter 9: Column Analysis and Design
The critical buckling load can be determined by the following equation. P critical = π 2EI min /L 2 where P critical = critical axial load that causes buckling in the column (pounds or kips) E = modulus of elasticity of the column material (psi or ksi) I min = smallest moment of inertia of the column cross-section (in 2) (Most sections have I ...
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