Compute the vertical deflection at (B) and the horizontal deflection at (C) in Figure P8.37. Given: (A_{C

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Compute the vertical deflection at $B$ and the horizontal deflection at $C$ in Figure P8.37.

Given: $A_{C D}=3$ in. ${ }^{2}$, $I_{A C}=160$ in. ${ }^{4}, A_{A C}=4$ in. ${ }^{2}$, and $E=29,000 \mathrm{kips} / \mathrm{in} .{ }^{2}$. Consider the strain energy produced by both axial and flexural deformations.

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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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Compute the vertical deflection at (B) and the horizontal deflection at (C) in Figure P8.37. Given: (A_{C

Question:

w = 4 kips/ft B 18 60 kips hinge C D T 8

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Fundamentals Of Structural Analysis

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