For the frame in Figure P8.33, compute the horizontal and vertical displacements at joint (B). Given: (I=150)

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For the frame in Figure P8.33, compute the horizontal and vertical displacements at joint $B$. Given: $I=150$ in. ${ }^{4}, E=29,000 \mathrm{kips} / \mathrm{in} .{ }^{2}$. Consider only the flexural deformations.

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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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For the frame in Figure P8.33, compute the horizontal and vertical displacements at joint (B). Given: (I=150)

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B 10 kips C D 6' | 6 6 66- 6'- T 6' E- 8 1 8'

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Fundamentals Of Structural Analysis

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