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