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For a long slender column of uniform cross section, the ratio of critical buckling load for the case with both ends clamped to the case with both ends hinged is
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- 1
- 2
- 4
- 8
- 1
Correct Option: C
Critical Buckling load for column fixed at both ends
| = | |
| L2 |
| Critical Bucking load for a column hinged at both ends = | |
| L2 |
| Hence , | = 4 | |
| (Pcr)2 |
