Assuming that no load acts, compute the reactions and draw the shear and moment curves for the

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Assuming that no load acts, compute the reactions and draw the shear and moment curves for the beam in Figure P9.1 if support \(A\) settles 0.5 in. and support \(C\) settles 0.75 in. Given: \(E=29,000\) kips/in. \({ }^{2}\) and \(I=150\) in. \({ }^{4}\).

Figure P9.1

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Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning

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