The Figure Q2 shows a simply supported slab of a car porch. The slab is supported by beams at each edge, and the slab an
Posted: Fri Mar 04, 2022 9:48 am
solve a & b
The Figure Q2 shows a simply supported slab of a car porch. The slab is supported by beams at each edge, and the slab and beams are not casted together. The size of the beams is 250 x 500 mm (excluding the slab thickness), while the slab thickness is 150 mm. Design Data: Finishes, ceiling and services form the characteristic permanent action (excluding self-weight of slab) - 1.5 kN/m2 Variable action - 2.0 kN/m² Concrete grade fax - 30 N/mm2 Characteristic strength of reinforcing steel fyx = 500 N/mm2 Unit weight of concrete - 25 kN/m Main bar size for beam 0-20 mm Main bar size for slab - 10 mm Nominal cover Coom = 25 mm. 5 m B 6 m Tigure Q2 Q3. Using the information provided in Q2 above. ( (a) Calculate the total action (load) on the slab. (5 marks) (b) Calculate the reinforcement for bending in the slab and sketch the arrangement of the (15 marks) reinforcement
The Figure Q2 shows a simply supported slab of a car porch. The slab is supported by beams at each edge, and the slab and beams are not casted together. The size of the beams is 250 x 500 mm (excluding the slab thickness), while the slab thickness is 150 mm. Design Data: Finishes, ceiling and services form the characteristic permanent action (excluding self-weight of slab) - 1.5 kN/m2 Variable action - 2.0 kN/m² Concrete grade fax - 30 N/mm2 Characteristic strength of reinforcing steel fyx = 500 N/mm2 Unit weight of concrete - 25 kN/m Main bar size for beam 0-20 mm Main bar size for slab - 10 mm Nominal cover Coom = 25 mm. 5 m B 6 m Tigure Q2 Q3. Using the information provided in Q2 above. ( (a) Calculate the total action (load) on the slab. (5 marks) (b) Calculate the reinforcement for bending in the slab and sketch the arrangement of the (15 marks) reinforcement