Consider the beam shown in figure. The beam is simply supported at its left end A and fixed at its right end B. It carries a load that varies in intensity from zero at support A to ‘w’ at support B according to the relation $$w_x = (x/L)w$$. The reaction component at A is

A

$$\frac{wL}{10}$$

B

$$\frac{2wL}{5}$$

C

$$\frac{5wL}{2}$$

D

$$\frac{wL}{5}$$