1.

A cantilever beam PQ of uniform flexural rigidity (EI) is subjected to a concentrated moment M at R as shown in the figure.The deflection at the free end Q is

A. \(\frac{{M{L^2}}}{{6EI}}\)
B. \(\frac{{M{L^2}}}{{4EI}}\)
C. \(\frac{{3M{L^2}}}{{8EI}}\)
D. \(\frac{{3M{L^2}}}{{4EI\;}}\)
Answer» D. \(\frac{{3M{L^2}}}{{4EI\;}}\)


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