The static deflection at the free end of a cantilever beam with a uniformly distributed load of w per unit length is
(where L is the length of the cantilever and EI is the flexural rigidity)
1
\(\rm \frac{wL^3}{3EI}\)
2
\(\rm \frac{wL^4}{8EI}\)
3
\(\rm \frac{wL^4}{48EI}\)
4
\(\rm \frac{wL^3}{48EI}\)