Compute the slope and deflection under the 32-kip load at (B) and (D). Reactions are given. (I=510
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Compute the slope and deflection under the 32-kip load at \(B\) and \(D\). Reactions are given. \(I=510 \mathrm{in}^{4}\) and \(E=29,000 \mathrm{kips} / \mathrm{in} .^{2}\). Sketch the deflected shape.
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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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