B 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 1 (14.55 KiB) Viewed 31 times
B 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 2 (15.02 KiB) Viewed 31 times
(b) 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. (7 marks)
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 f = 30 N/mm² and f₁ = 500 N/mm². (a) Determine the effective flange width of beam A/1-2 and B/1-2. (14 marks)
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