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 \(I=\) \(500 \times 10^{6} \mathrm{~mm}^{4}\).
Transcribed Image Text:
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
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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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