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Column Buckling and Stability
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What is the critical buckling load for a simply supported column with a length of L and a flexural rigidity of EI?
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A
P_cr = \pi^2 EI / L^2
💡 Explanation:
The critical buckling load for a simply supported column is given by P_cr = \pi^2 EI / L^2, where EI is the flexural rigidity and L is the length of the column.