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

1
\(\dfrac{\pi^2 EI}{l^2}\)
2
\(\dfrac{\pi^2 EI}{4l^2}\)
3
\(\dfrac{2\pi^2 EI}{l^2}\)
4
\(\dfrac{4\pi^2 EI}{l^2}\)

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