A cantilever of length L carries a gradually (linearly)varying load from zero at its free end to w per unit length at the fixed end. The product of deflection and flexural rigidity at the free end is
A$\frac{wL^3}{24}$
B$\frac{wL^3}{30}$
C$\frac{wL^4}{30}$
D$\frac{wL^4}{24}$