1.

Euler’s buckling load for a column with one end fixed and other end hinged condition is

A. \(\frac{{{\pi ^2}EI}}{{{L^2}}}\)
B. \(\frac{{2{\pi ^2}EI}}{{{L^2}}}\)
C. \(\frac{{4{\pi ^2}EI}}{{{L^2}}}\)
D. \(\frac{{{\pi ^2}EI}}{{4{L^2}}}\)
Answer» C. \(\frac{{4{\pi ^2}EI}}{{{L^2}}}\)


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