For the frame in Figure P8.33, compute the horizontal and vertical displacements at joint (B). Given: (I=150)
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For the frame in Figure P8.33, compute the horizontal and vertical displacements at joint \(B\). Given: \(I=150\) in. \({ }^{4}, E=29,000 \mathrm{kips} / \mathrm{in} .{ }^{2}\). Consider only the flexural deformations.
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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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