The frame shown in Figure P7.30 is loaded by a horizontal load at (B). Compute the horizontal

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The frame shown in Figure P7.30 is loaded by a horizontal load at $B$. Compute the horizontal displacements at $B$ and $D$. For all members $E=200 \mathrm{GPa}$ and $I=$ $500 \times 10^{6} \mathrm{~mm}^{4}$.

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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 10:06 PM

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The frame shown in Figure P7.30 is loaded by a horizontal load at (B). Compute the horizontal

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100 KN B 12 m D 5m 5m

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100 kN Reactions EF 0 100A 0 EMA A 100 KN 12 0 5100 kNR120 500 R 12 0 A 4167 kN 500 Sol...View the full answer

Fundamentals Of Structural Analysis

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