Problem 3Design a rectangular section for a simply supported beam of span length = 5 m. Thebeam is to support a dead load of 10 kN/m and a live load of 15 kN/m.Use fc’ = 28 MPa and fy = 420 MPa. Use only ∅25 for main bars and ∅10 for stirrups.1. Determine the appropriate section dimensions (width and height)2. Choose the needed bars to satisfy the requirements of steel reinforcement3. Determine the shear and flexural capacities of the chosen section4. Draw the details of the final section Hint,.... Start with b = 200 mm and d = 500 mm
Problem 3Design a rectangular section for a simply supported beam of span length = 5 m. Thebeam is to support a dead load of 10 kN/m and a live load of 15 kN/m.Use fc’ = 28 MPa and fy = 420 MPa. Use only ∅25 for main bars and ∅10 for stirrups.1. Determine the appropriate section dimensions (width and height)2. Choose the needed bars to satisfy the requirements of steel reinforcement3. Determine the shear and flexural capacities of the chosen section4. Draw the details of the final section Hint,.... Start with b = 200 mm and d = 500 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 3
Design a rectangular section for a simply supported beam of span length = 5 m. The
beam is to support a dead load of 10 kN/m and a live load of 15 kN/m.
Use fc’ = 28 MPa and fy = 420 MPa. Use only ∅25 for main bars and ∅10 for stirrups.
1. Determine the appropriate section dimensions (width and height)
2. Choose the needed bars to satisfy the requirements of steel reinforcement
3. Determine the shear and flexural capacities of the chosen section
4. Draw the details of the final section
Design a rectangular section for a simply supported beam of span length = 5 m. The
beam is to support a dead load of 10 kN/m and a live load of 15 kN/m.
Use fc’ = 28 MPa and fy = 420 MPa. Use only ∅25 for main bars and ∅10 for stirrups.
1. Determine the appropriate section dimensions (width and height)
2. Choose the needed bars to satisfy the requirements of steel reinforcement
3. Determine the shear and flexural capacities of the chosen section
4. Draw the details of the final section
Hint,.... Start with b = 200 mm and d = 500 mm
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