Q$-2$ The frame shown in figure is fixed at nodes $1$ and $3$ and is subjected to a uniformly distributed load of

$13k\frac{N}{m}$ applied downward over element $2.$ The global$-$coordinate axes have been established at node $1.$ The

element lengths are shown in the figure. Let $E=200$GPa,$A=0\mathrm{.}06m^2$ and $I=3\mathrm{.}6{10}^{-4}{m}^4$ for both

elements of the frame. Find the displacements and rotations at node $2$ and verify your results using ANSYS

APDL.