Euler's formula states that the buckling load P for a column of length l, both ends hinged and whose least moment of inertia and modulus of elasticity of the material of the column are I and E respectively, is given by the relation A)P=?2EI/L² B)P=?L²/EI C)P=?EI/L² D)P=?2EI/L³

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Euler's formula for the critical buckling load of a column with both ends hinged is P = π²EI/L².

Euler's Formula States That the Buckling Load P for a Column