Using a finite summation, compute the initial deflection at midspan for the beam in Figure P8.42. Given:
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Using a finite summation, compute the initial deflection at midspan for the beam in Figure P8.42.
Given: \(E=3000 \mathrm{kips} / \mathrm{in}{ }^{2}\). Use 3 -ft segments. Assume \(I=0.5 I_{G}\).
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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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