1.1 Calculate the total design load using the given design parameters on the continuous beam of...

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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. 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.

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Given 1 Dead load 12knm 2live load 20knm ... View the full answer