Analyze the frame in Figure P10.28. Notice that sidesway is possible because the load is unsymmetric. Compute
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Analyze the frame in Figure P10.28.
Notice that sidesway is possible because the load is unsymmetric. Compute the horizontal displacement of joint \(B\). Given: \(E=29,000 \mathrm{kips} / \mathrm{in} .{ }^{2}\) and \(I=240 \mathrm{in} .{ }^{4}\) for all members.
Transcribed Image Text:
B A 30 kips H 20 D 12'
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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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