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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)$\frac{2PL}{9}$

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