For the beam shown below, he GTSTUDL software to answer the following questions. Assume A $=60$ in$\mathrm{.}2.$ I$=300$ in$.,$ and E $=29,000$ ksi.

$($a$)$ Show the reactions.

$($b$)$ Show the end actions and draw the shear and moment diagrams

$($c$)$ Determine the following: $($i$)$ The rotation at joint $2=$ rad $($Show the direction arrow.$)($ii$)$ The maximum shear for member $(3)=$ kin $($iii$)$ The vertical displacement for member $(3)$ at X$=6$ ft $=($iv$)$ The moment for member $(2)$ at X$=45$ ft $=$ kip ft $($V$)$ The maximum moment for member $(1)=$ kip ft