A Cantilever beam with 3m span is subjected to uniform ultimate load of 100 kN/m, If the beam cross-section is 550mm x 350mm (HxB) Draw shear and moment diagrams for the beam. If the maximum ultimate moment is 270 kN.m and the maximum ultimate shear is 180 KN. Calculate the longitudinal reinforcement required for the beam, perform all necessary checks. If 1610 closed loop stirrups to be used. Calculate the exact number of stirrups needed for the beam. (Column width-500 mm) . . . Draw proper detailing for beam (ALL details). If the beam is not carrying any non-structural members and part of an interior floor. Does the beam satisfy the ACI code deflection control conditions? (DL-19kN/m, LL-23 kN/m, SL-10 kN/m)