MCQOPTIONS
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MCQOPTIONS
| 1. |
Euler's critical buckling load for a column fixed at one end and free at the other end is: |
| A. | \(\frac{{{\pi ^2}EI}}{{{L^2}}}\) |
| B. | \(\frac{{{\pi ^2}EI}}{{2{L^2}}}\) |
| C. | \(\frac{{{\pi ^2}EI}}{{4{L^2}}}\) |
| D. | \(\frac{{4{\pi ^2}EI}}{{{L^2}}}\) |
| Answer» D. \(\frac{{4{\pi ^2}EI}}{{{L^2}}}\) | |