Statically Determinate $2$D frame with two load cases

$($a$)$ For the two load cases shown neatly sketch the deformed shape and show the tension side and any

inflexion points.

$($b$)$ Calculate the reactions, H$,$ V$1$ and V$2$

$($c$)$ For both cases calculate the knee joint bending moments Mj

$($d$)$ On new diagrams below sketch $[$neatly$]$ the bending moment diagrams.

$($e$)$ When the two load cases are combined, what is the calculate the positive and Negative bending

moments in the beam when $L=9-ft,h=8-ft,$ and $P=6$ kips and $H=3$ kips. Show results on a BMD$.$

Help, show all steps and drawings