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Prablem 2: (30 paints). Consider the overhang beam below cantilevered at A and simply supported at B. The flexural rigidity E.1 is conatant. a) Compute

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Prablem 2: (30 paints). Consider the overhang beam below cantilevered at A and simply supported at B. The flexural rigidity E.1 is conatant. a) Compute the reactions at the supports using the method of superposition. (15 points) b) Calculate the deflection at C using the theorem of Castigliano. (15 points)

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