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Your answer is partially correct. Try again Draw the shear and moment diagrams for the beam subjected to the two point loads.

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P(0 24L) 3.2P RSL = 1.645 PL 1-3p 0.005 P Moet けり : (o.oo5p)(Ο.29L) 二 1.305p : 0. 00145 PL (SF) +0.3p) (О.Ч2L) О.sy95 pL.30sP - - - 0.00lu5 pL V 0.oo5P pont

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