In Figure P10.10, support (A) rotates (0.002 mathrm{rad}) and support (C) settles 0.6 in. Draw the shear
Question:
In Figure P10.10, support \(A\) rotates \(0.002 \mathrm{rad}\) and support \(C\) settles 0.6 in. Draw the shear and moment curves. Given: \(I=144\) in. \({ }^{4}\) and \(E=29,000\) kips/in. \({ }^{2}\).
Transcribed Image Text:
10.002 rad 12 B 15- 0.6
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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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