Column Buckling and Stability
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Multiple Choice
What is the critical buckling load for a simply supported column with a length of L and a flexural rigidity of EI?
- P_cr = \pi^2 EI / L^2
- P_cr = 4 \pi^2 EI / L^2
- P_cr = \pi EI / L^2
- P_cr = 2 \pi^2 EI / L^2