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For the beam in Figure Q5, calculate the change in reactions at the support and draw the shear force and bending moment diagrams induced

For the beam in Figure Q5, calculate the change in reactions at the support and draw the shear force and bending moment diagrams induced by a (downwards) settlement of support C by 80 mm. Assume EI= 50 10 kNm throughout. A 10 m B 12 m Ac = -80 mm 14 m wwwwww. D 3 m E Figure Q5

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