Question 1 1 pts The layout of a reinforced concrete floor is shown below. The live load is 3 kPa Design suitable reinforcement for the slab. Take fc = 32Mpa. Assume the slab is supported in four sides. Use N 12 bar as reinforcement. Cover is 30mm N12 bar. Assume the slab thickness is 150mm Long term deflection factor is 0.4 and short term deflection factor is 0.7 Column is 300mm x 300mm Beams are 600mm x 300mm including the slab thickness Live load is 3kPa Ec=30100MPa 6m 6 m 5 m 5 m 5m What is the Fd KN/m2 per meter width. (Number with 2 decimal only)