Compute the vertical displacement of joints (B) and (C) for the frame shown in Figure P8.30. Given:
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Compute the vertical displacement of joints \(B\) and \(C\) for the frame shown in Figure P8.30.
Given: \(I=360\) in. \({ }^{4}, E=30,000 \mathrm{kips} / \mathrm{in} .{ }^{2}\). Consider only flexural deformations.
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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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