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The given figure 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
$$\frac{PL^2}{2EI} + \frac{ML^2}{3EI}$$
$$\frac{ML^2}{2EI} + \frac{PL^3}{48EI}$$
$$\frac{ML^2}{3EI} + \frac{PL^3}{2EI}$$
$$\frac{ML^2}{2EI} + \frac{PL^3}{3EI}$$
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