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2 The frame shown in figure is fixed at nodes 1 and 3 and is subjected to a uniformly distributed load of 13kN//m applied downward
2 The frame shown in figure is fixed at nodes 1 and 3 and is subjected to a uniformly distributed load of 13kN//m applied downward over element 2 . The global-coordinate axes have been established at node 1 . The element lengths are shown in the figure. Let E=200GPa,A=0.06m^(2) and I=3.6 xx10^(-4)m^(4) for both elements of the frame. Find the displacements and rotations at node 2 and verify your results using ANSYS APDL
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Thermodynamics An Engineering Approach
Authors: Yunus A. Cengel, Michael A. Boles
8th edition
73398179, 978-0073398174
