A $160-$kN force is applied as shown at the end of a W$200$x$52$ beam, determine

A$)$ Stresses $($Normal$-$Shear $-$Flexural$)$ at point $\backslash ($ b $\backslash )($section$)$ of the beam at $\backslash ($ A$-$A$^\{\backslash$prime$\}\backslash )$ location.

B$)$ Maximum and minimum stresses at that point $\backslash$& the angle of maximum stresses

C$)$ Whether the normal stresses in the beam satisfy a design specification that they be equal to or less than $150$ MPa at section $\backslash ($ A$-$A$^\{\backslash$prime$\}\backslash ).$