The beam shown in the diagram is carrying a uniformly distributed dead load of 15 kN/m...

 

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The beam shown in the diagram is carrying a uniformly distributed dead load of 15 kN/m and a live load of 10 kN/m. The cross-section of the beam is also shown below. Design and detail the reinforcement for the section (tensile and shear reinforcements) just near the roller support has the maximum moment between the fixed and roller supports Use N20 bars as tensile reinforcements and N10 bars as shear reinforcement. i. ii. The following information is also given. • the concrete grade f. = 32 MPa • minimum cover is 40 mm. 100 mm 9 m 900 mm 300 mm 700 mm 5 m [30 marks] [20 marks] The beam shown in the diagram is carrying a uniformly distributed dead load of 15 kN/m and a live load of 10 kN/m. The cross-section of the beam is also shown below. Design and detail the reinforcement for the section (tensile and shear reinforcements) just near the roller support has the maximum moment between the fixed and roller supports Use N20 bars as tensile reinforcements and N10 bars as shear reinforcement. i. ii. The following information is also given. • the concrete grade f. = 32 MPa • minimum cover is 40 mm. 100 mm 9 m 900 mm 300 mm 700 mm 5 m [30 marks] [20 marks]

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Part 1 Design of tensile reinforcement near the roller support Calculate the bending moment BM at the roller support The BM at the roller support is zero because it is a simply supported beam and the ... View the full answer