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 \(=10 \mathrm{in} .^{2}\).
Transcribed Image Text:
10 kips B 21 6 kips T 15- C 1 w = 2.4 kips/ft 21 20- T 12'
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Based on the provided information we need to compute the vertical and horizontal deflections at point B and at the midspan of beam CD considering both axial and bending deformations This analysis invo...View the full answer
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Related Book For
Fundamentals Of Structural Analysis
ISBN: 9780073398006
5th Edition
Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning
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