Q2 Figure Q2 shows a part of floor system consist of beams and suspended slabs. The beam sizes 250 mm x 500 mm are conti

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Q2 Figure Q2 Shows A Part Of Floor System Consist Of Beams And Suspended Slabs The Beam Sizes 250 Mm X 500 Mm Are Conti 1 (82.03 KiB) Viewed 52 times

Q2 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 fck = 30 N/mm² and fyk = 500 N/mm². Determine the effective flange width of beam A/1-2 and B/1-2. (a) (b) (c) (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) Verify deflection of the beam A/1-2 according to EC2. (7 marks)
6000 mm X # (A) = 100 mm Jh₁ = 3000 mm B B X-X FIGURE Q2 3500 mm