The cantilevered bent beam below has a transverse load $P_0$ and torque $T_0$ applied to the free end. Point $A$ is at the top of the beam at the wall. The beam has a solid circular cross$-$section with diameter D$.$ There are no stress concentrations to consider.

$($Discussion on local $x-y$ and global $x-y$ coordinate systems in class$)$

Compute, clearly draw and label the reactions at the wall.

Compute, clearly draw and label the complete state of stress at Point $A$ in the given $x-y$ coordinate system above

Compute, clearly draw and label Mohr's Circle for Point A$.$

If the strain at fracture for the material is $1\%,$ find the factor of safety at Point $A$ if the ultimate strengths in tension and compression are $60$ and $-120$ ksi $,$ respectively.

If the strain at fracture for the material is $10\%,$ find the factor of safety at Point A if the yield strength is $60$ ksi $.($Please help drawing the reactions and mohr's circle mentioned in the question$)$