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A concentrated load P acts on a simply supported beam of span L at a distance of $$\frac{L}{3}$$ from left support. The bending moment at the point of application of load is given by
$$\frac{PL}{3}$$
$$\frac{PL}{9}$$
$$\frac{2 PL}{9}$$
$$\frac{PL}{6}$$
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