Question: Solve Prob. 951 using Castiglianos theorem. Determine the vertical deflection at C. The cross-sectional area and moment of inertia of each segment is shown in

Solve Prob. 9€“51 using Castigliano€™s theorem.

Determine the vertical deflection at C. The cross-sectional area and moment of inertia of each segment is shown in the figure. Take E = 200 GPa. Assume A is a fixed support.

ABc = 6.5(10°) mm² IBC = 100(10“) mm* 50 kN AAB = 18(10') mm² IAB = 400(10°) mm“ 3 m

ABc = 6.5(10) mm IBC = 100(10) mm* 50 kN AAB = 18(10') mm IAB = 400(10) mm 3 m

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