Please be clear

Draw the shear and bending moment diagrams for the horizontal boom of the crane as pictured here. The load side is on the left and the balast side Is on the right of the Image. The dimensions and loads are shown In the free body diagram where 0 Is 109. 0gIs 289. WL Is 3 kN. Wg Is 14 kN. TL Is 9 kN and To Is 20 kN. You do not need to Include normal (tension/compression) forces. 3 m TL TB Im C 0 B A OL B D E 9 m -3 m WL WB The reaction force at D Is 6.0477 KN up and the reaction moment is 5.5981 kN m Counter-Clockwise Use show work to give your solution