The given figures shows a cantilever of span ‘L’ subjected to a concentrated load ‘P’ and a moment ‘M’ at the free end. Deflection at the free end is given by -

\(\frac{{P{L^2}}}{{2EI}} + \frac{{M{L^2}}}{{3EI}}\)

\(\frac{{M{L^2}}}{{2EI}} + \frac{{P{L^3}}}{{48EI}}\)

\(\frac{{M{L^2}}}{{3EI}} + \frac{{P{L^3}}}{{2EI}}\)

\(\frac{{M{L^2}}}{{2EI}} + \frac{{P{L^3}}}{{3EI}}\)

The given figures shows a cantilever of span ‘L’ subjected to a co

1.	The given figures shows a cantilever of span ‘L’ subjected to a concentrated load ‘P’ and a moment ‘M’ at the free end. Deflection at the free end is given by -
A.	\(\frac{{P{L^2}}}{{2EI}} + \frac{{M{L^2}}}{{3EI}}\)
B.	\(\frac{{M{L^2}}}{{2EI}} + \frac{{P{L^3}}}{{48EI}}\)
C.	\(\frac{{M{L^2}}}{{3EI}} + \frac{{P{L^3}}}{{2EI}}\)
D.	\(\frac{{M{L^2}}}{{2EI}} + \frac{{P{L^3}}}{{3EI}}\)
Answer» E.