Compute the rotation at (B) and the vertical deflection at (D). Given: (E=200 mathrm{GPa}, I_{A C}=400=10^{6} mathrm{~mm}^{4}),
Question:
Compute the rotation at \(B\) and the vertical deflection at \(D\). Given: \(E=200 \mathrm{GPa}, I_{A C}=400=10^{6} \mathrm{~mm}^{4}\), and \(I_{B D}=800 \times 10^{6} \mathrm{~mm}^{4}\).
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T 3 m 3 m. - B -4 m. 300 KN D
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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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