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