Euler's critical buckling load for a column fixed at one end and free at the other end is:

1
\(\frac{{{\pi ^2}EI}}{{{L^2}}}\)
2
\(\frac{{{\pi ^2}EI}}{{2{L^2}}}\)
3
\(\frac{{{\pi ^2}EI}}{{4{L^2}}}\)
4
\(\frac{{4{\pi ^2}EI}}{{{L^2}}}\)

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