Compute the vertical and horizontal deflection at (B) and at the midspan of member (C D) in

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Compute the vertical and horizontal deflection at \(B\) and at the midspan of member \(C D\) in Figure P8.38.

Consider both axial and bending deformations. Given: \(E=29,000 \mathrm{kips} / \mathrm{in} .^{2}, I=180 \mathrm{in} .{ }^{4}\), area of column \(=6 \mathrm{in} .^{2}\), area of girder \(=10 \mathrm{in} .^{2}\).

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Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

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

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