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Euler’s crippling load formula for a column with both ends hinged (pinned) is given by:

Api^2 * E * I / L^2
Bpi^2 * E * I / (4 * L^2)
C4 * pi^2 * E * I / L^2
D2 * pi^2 * E * I / L^2

Explanation

Euler’s critical buckling load for an ideal slender column with both ends hinged/pinned (effective length Le = L) is given by P_cr = (π^2 * E * I) / L^2.

Submitted by: mcqstutor Team More Civil Engineering MCQs →

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