For the frame shown below, use the GTSTUDL software to answer the following questions. Assume A $=$ A $=20$ in$^2,$ A $=40$ in$^2,$ I $=$ I $=200$ in$,$ I $=400$ in and E $=29,000$ ksi.

a$)$ show the end actions.

b$)$ draw the shear and moment diagrams.

$($c$)$ Determine the following: $($i$)$ The shear for member $(3)$ at x$,=6$ ft $=$ kip $($ii$)$ The moment for member $(2)$ at x$,=6$ ft $=$ kipft $($iii$)$ The maximum negative moment for member $(2)=$ kip ft $($iv$)$ The location of zero shear for member $(3)$ at x$,=$ ft $($v$)$ The rotation at joint $2=($Show the direction arrow.$)(!$A$)$ maximum vertical displacement of the frame in $($vii$)$ The maximum horizontal displacement of the frame $=$ in