for the beam and loading shown below $($ignore self$-$weight$)$

A$.)$ Find the reactions.

B$.)$ Draw the shear force and bending moment diagrams.

C$.)$ Calculate the section modulus $($Sx $=$ Ix$/$c$).$

D$.)$ Determine the maximum shear stress and maximum bending stress.

E$.)$ If Fy $=36$ ksi, is the beam sufficient for the applied loads?