Calculate the area of reinforcing steel required to reinforce a two-span continuous beam. Sketch the beam and indicate the position of the reinforcing steel. Each span is 7 m long. Do all recommended checks such as minimum and maximum area of steel, deflection, etc. (other code requirements). Exposure conditions are mild and 1 hour fire resistance is required. Take fcu = 30 MPa and fy = 450 MPa. The beams support two nominal point loads (Ln) = 50 kN each at mid span. The beam is 450 deep and 200 m wide. The moment redistribution can be ignored.
Calculate the area of reinforcing steel required to reinforce a two-span continuous beam. Sketch the beam and indicate the position of the reinforcing steel. Each span is 7 m long. Do all recommended checks such as minimum and maximum area of steel, deflection, etc. (other code requirements). Exposure conditions are mild and 1 hour fire resistance is required. Take fcu = 30 MPa and fy = 450 MPa. The beams support two nominal point loads (Ln) = 50 kN each at mid span. The beam is 450 deep and 200 m wide. The moment redistribution can be ignored.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the area of reinforcing steel required to reinforce a two-span continuous beam. Sketch the beam and indicate the position of the reinforcing steel. Each span is 7 m long. Do all recommended checks such as minimum and maximum area of steel, deflection, etc. (other code requirements). Exposure conditions are mild and 1 hour fire resistance is required. Take fcu = 30 MPa and fy = 450 MPa. The beams support two nominal point loads (Ln) = 50 kN each at mid span. The beam is 450 deep and 200 m wide. The moment redistribution can be ignored.
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