(a) Under the applied loads support (B) in Figure P10.9 settles 0.5 in. Determine all reactions. Given:...

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(a) Under the applied loads support \(B\) in Figure P10.9 settles 0.5 in. Determine all reactions. Given: \(E=30,000 \mathrm{kips} / \mathrm{in} .^{2}\) and \(I=240 \mathrm{in} .^{4}\).

(b) Compute the deflection of point \(C\).

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Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

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

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