A concentrated load of F acts on a simply supported beam of span L at a distance of $$\frac{L}{3}$$ from left support, the bending momentat this location C is

A

$$\frac{2FL}{3}$$

B

$$\frac{4FL}{9}$$

C

$$\frac{2FL}{9}$$

D

$$\frac{4FL}{3}$$