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1. |
A cantilever beam of length, L, and flexural rigidity, EI, is subjected to an end moment, M, as shown in the figure. The deflection of the beam at x - L/2 |
A. | \(\frac{ML^2}{16EI}\) |
B. | \(\frac{ML^2}{4EI}\) |
C. | \(\frac{ML^2}{8EI}\) |
D. | \(\frac{ML^2}{2EI}\) |
Answer» D. \(\frac{ML^2}{2EI}\) | |