(a) Compute the slope at (A) and the horizontal displacement of joint (B) in Figure P8.32. (E...
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(a) Compute the slope at \(A\) and the horizontal displacement of joint \(B\) in Figure P8.32.
\(E I\) is constant for all members. Consider only bending deformations. Given: \(I=100\) in. \({ }^{4}, E=29,000 \mathrm{kips} / \mathrm{in}^{2}{ }^{2}\).
(b) If the horizontal displacement at joint \(B\) is not to exceed \(\frac{3}{8} \mathrm{in}\)., what is the minimum required value of \(I\) ?
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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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