Analyze the frame in Figure P11.32 by moment distribution. Draw the shear and moment curves. Compute the

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Analyze the frame in Figure P11.32 by moment distribution. Draw the shear and moment curves. Compute the horizontal deflection of joint $B$. Sketch the deflected shape. $E$ is constant and equals 30,000 kips/in. ${ }^{2}$.

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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 10:09 PM

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Analyze the frame in Figure P11.32 by moment distribution. Draw the shear and moment curves. Compute the

Question:

w = 2.4 kips/ft B 12' I= 360 in 4 12'- 30 kips 1 = 600 in.4 1 = 360 in.4 -12 w = 2.4 kips/ft D 12'

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