1.

What will be the Euler buckling load of a column when it is fixed at one and free at other end?

A. \(\dfrac{\pi^2 EI}{l^2}\)
B. \(\dfrac{\pi^2 EI}{4l^2}\)
C. \(\dfrac{2\pi^2 EI}{l^2}\)
D. \(\dfrac{4\pi^2 EI}{l^2}\)
E. \(\dfrac{4\pi^2 EI}{2l^2}\)
Answer» C. \(\dfrac{2\pi^2 EI}{l^2}\)


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