Q.1) Solve the rigid plane frame shown in Figure. The frame is fixed at nodes 1...
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Q.1) Solve the rigid plane frame shown in Figure. The frame is fixed at nodes 1 and 3 and subjected to a distributed load of 1000 1 kN/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 = 210 GPa, A = 0.02 m and I = 5 x 10 m for both elements of the frame. 1 kN/m 1 Xx1 90 -5m -2m- 3. Q.1) Solve the rigid plane frame shown in Figure. The frame is fixed at nodes 1 and 3 and subjected to a distributed load of 1000 1 kN/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 = 210 GPa, A = 0.02 m and I = 5 x 10 m for both elements of the frame. 1 kN/m 1 Xx1 90 -5m -2m- 3.
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