Compute the vertical deflection of joint (C) in Figure P8.36. In member (A B C) consider only
Question:
Compute the vertical deflection of joint \(C\) in Figure P8.36.
In member \(A B C\) consider only the strain energy associated with bending. Given: \(I_{A C}=340 \mathrm{in} .^{4}\), \(A_{B D}=5\) in. \({ }^{2}\). How much should bar \(B D\) be lengthened to eliminate the vertical deflection of point \(C\) when the 16-kip load acts?
Transcribed Image Text:
9' 12'- B 6'- 16 kips 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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