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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. \(\frac{{4{\pi ^2}EI}}{{{L^2}}}\) | |