A cantilever is subjected to a uniformly distributed load W(= ω L) over its whole length L, and concentrated upward load W at its free end. The deflection at free end is
1
zero
2
\(\frac{1}{{384}}\frac{{W{L^3}}}{{EI}}\)
3
\(\frac{{0.5W{L^3}}}{{EI}}\)
4
\(\frac{5}{{24}}\frac{{W{L^3}}}{{EI}}\)