1.1 Calculate the total design load using the given design parameters on the continuous beam of total span of 10.0 m with a section of 300 mm wide and 600 mm high as shown in Figure 1. 3 m 4 m 3 m Y 300 mm Figure 1 Fou 30 MPa; Fy = 450 MPa; Dead Load = 12.0 kN/m (Excluded own weight); Live load 20 kN/m (Beam); Cover 25 mm; Available reinforcement: Y20 and Y10 1.2 Draw the different loading arrangements that are possible for the continuous beam in Figure 1.