Q1 (30%). A simply supported reinforced concrete beam shown below is being designed for the required reinforcement. Let the unfactored dead load (DL) = 12 kN/m and the unfactored live load (LL) = 10 kN/m (a) Design the flexural (longitudinal) reinforcement of the beam shown below (10%). (b) Design the shear (transverse) reinforcement of the beam (10%). (c) Draw the reinforcement details (10%). W 300 mm L = 10 m 1-1 550 mm