02 Figure Q2 shows a part of floor system consist of beams and suspended slabs. The beam sizes 250 mm x 500 mm are conti
Posted: Mon Jul 11, 2022 10:13 am
02 Figure Q2 shows a part of floor system consist of beams and suspended slabs. The beam sizes 250 mm x 500 mm are continuously spanning 6 m between columns. The characteristic material strengths are fa=30 N/mm' and f = 500 N/mm². (a) Determine the effective flange width of beam A/1-2 and B/1-2. (14 marks) Based on the analysis in Q2(a), design the main reinforcement for the beam A/1-2 if the bending moment, M is 800 kNm, effective depth is 430 mm and the depth to compression reinforcement is 50 mm. (14 marks) (c) Verify deflection of the beam A/1-2 according to EC2. 6000 mm h = 100 mm 3000 mm X-X FIGURE Q2 3500 mm (7 marks) xt