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:
1
\(\dfrac{PL^2}{2EI} + \dfrac{ML^2}{3EI}\)
2
\(\dfrac{ML^2}{2EI} + \dfrac{PL^3}{3EI}\)
3
\(\dfrac{ML^2}{3EI} + \dfrac{PL^3}{2EI}\)
4
\(\dfrac{ML^2}{2EI} + \dfrac{PL^2}{48EI}\)