A concentrated load P acts on a simply supported beam of span L at a distance L/3 from the left
support. The bending moment at the point of application of the load is given by
(a) $\frac{PL}{3}$ (b)$\frac{2PL}{3}$
(c) $\frac{PL}{9}$ (d)$\frac{2PL}{9}$