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1. |
Critical load for a column fixed at both the ends is Pcr. If top end of the column is allowed to rotate, then critical load of the column will be: |
A. | 4Pcr |
B. | 2 Pcr |
C. | \(\frac{1}{2}{{\rm{P}}_{{\rm{cr}}}}\) |
D. | \(\frac{1}{4}{{\rm{P}}_{{\rm{cr}}}}\) |
Answer» D. \(\frac{1}{4}{{\rm{P}}_{{\rm{cr}}}}\) | |