If no vertical deflection is permitted at end (A) for the beam in Figure P10.8, compute the

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If no vertical deflection is permitted at end $A$ for the beam in Figure P10.8, compute the required weight $W$ that needs to be placed at midspan of $C D$. Given: $E=29,000$ ksi and $I=100$ in. ${ }^{4}$.

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Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning

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Question Posted: Jan 27, 2024 10:05 PM

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If no vertical deflection is permitted at end (A) for the beam in Figure P10.8, compute the

Question:

w = 3 kips/ft B 8 C W D 4-4-

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Fundamentals Of Structural Analysis

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