1.

Euler’s Bucking load on a column of length ‘I’ with both hinged, is given as(E = Young’s Modulus; I = Moment of Inertia of Column Cross-section)

A. \(\frac{2\pi EI}{L^2}\)
B. \(3\frac{\pi^2 EI}{L^2}\)
C. \(\frac{\pi^2 EI}{L^2}\)
D. \(\frac{2\pi^2 EI}{L^2}\)
Answer» D. \(\frac{2\pi^2 EI}{L^2}\)


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