Compute the horizontal and vertical components of deflection at point (D) in Figure P8.28. (E I) is

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Compute the horizontal and vertical components of deflection at point \(D\) in Figure P8.28.

\(E I\) is constant, \(I=120\) in. \(^{4}, E=29,000\) kips/in. \({ }^{2}\).

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Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

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

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