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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Related Book For
Fundamentals Of Structural Analysis
ISBN: 9780073398006
5th Edition
Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning
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