(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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Question Posted: Jan 27, 2024 10:05 PM

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

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A w = 3 kips/ft 16' B C

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Fundamentals Of Structural Analysis

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