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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Related Book For  answer-question

Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

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

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