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. \({ }^{2}\).
Transcribed Image Text:
A 21 12- w = 1.2 kips/ft B to 1 P = 6 kips 8' C
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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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