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.

No Comments