Compute the vertical deflection of point (C) in Figure P8.23. Given: (I=1200) in. (^{4}, E=29,000) kips/in. ({

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Compute the vertical deflection of point \(C\) in Figure P8.23.

Given: \(I=1200\) in. \(^{4}, E=29,000\) kips/in. \({ }^{2}\).

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Related Book For  answer-question

Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

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

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