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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Question Posted: Jan 27, 2024 10:05 PM

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

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A 9 P = 36 kips B

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Fundamentals Of Structural Analysis

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