Question

E = 200 GPa

Draw the free body diagram showing the load and the reactions at the support, the shear force diagram, and the bending moment diagram

у P х 2.5 m 100 mm 7 7 150 mm

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Answer: Given magontude of pris of given So it taken as p 2.sm Tree backs Dicjans M=-Px2.5 Vep E Five) - Jap (shear frose day

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