General Design Information Unless otherwise specified, the following data should be adopted for all questions: fcu = 40
Posted: Thu Apr 28, 2022 8:36 pm
General Design Information Unless otherwise specified, the following data should be adopted for all questions: fcu = 40 MPa Cover = 35 mm fy = 500 MPa fyv = 250 MPa
Question 2 Design the reinforcement for the following one-way slab: Slab thickness, h = 150 mm Design Mid-span Moment, M Preferred bar sizes - main bar: T12; distribution bar: T10 = 40 kNm Q2a Q2b Calculate the steel area required (in mm² per m width). Provide main bars and distribution bars. (10 marks) (10 marks) Question 3 Design the reinforcement for the following short braced column: Depth, h = 600 mm Design Axial Load, N = d 510 mm Design Moment, Mx = Breadth, b = 400 mm Preferred bar size = 3000 KN 720 kN-m 40 = Q3a Determine the steel area required. Q3b Design the main bars and links for the column. (10 marks) (10 marks)
Question 2 Design the reinforcement for the following one-way slab: Slab thickness, h = 150 mm Design Mid-span Moment, M Preferred bar sizes - main bar: T12; distribution bar: T10 = 40 kNm Q2a Q2b Calculate the steel area required (in mm² per m width). Provide main bars and distribution bars. (10 marks) (10 marks) Question 3 Design the reinforcement for the following short braced column: Depth, h = 600 mm Design Axial Load, N = d 510 mm Design Moment, Mx = Breadth, b = 400 mm Preferred bar size = 3000 KN 720 kN-m 40 = Q3a Determine the steel area required. Q3b Design the main bars and links for the column. (10 marks) (10 marks)