Design the T beam for the floor system when subjected to an ultimate moment of 300 kN-m. Beam span is 6m, beam width is 300 and d is 450mm. fc = 30 MPa, fy = 420 MPa. Determine the effective width of the T-beam in mm. Is the compressive flange adequate enough to provide the design capacity required? How many layers/rows of steel rebars are expected in the design of reinforcement? How many 25mm steel bars are required for the section?
Design the T beam for the floor system when subjected to an ultimate moment of 300 kN-m. Beam span is 6m, beam width is 300 and d is 450mm. fc = 30 MPa, fy = 420 MPa. Determine the effective width of the T-beam in mm. Is the compressive flange adequate enough to provide the design capacity required? How many layers/rows of steel rebars are expected in the design of reinforcement? How many 25mm steel bars are required for the section?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design the T beam for the floor system when subjected to an ultimate moment of 300 kN-m. Beam span is 6m, beam width is 300 and d is 450mm. fc = 30 MPa, fy = 420 MPa.
- Determine the effective width of the T-beam in mm.
- Is the compressive flange adequate enough to provide the design capacity required?
- How many layers/rows of steel rebars are expected in the design of reinforcement?
- How many 25mm steel bars are required for the section?
Transcribed Image Text:Design the T beam for the floor system when subjected to an ultimate moment of
300 kN-m. Beam span is 6m, beam width is 300 and d is 450mm. fc = 30 MPa, fy = 420 MPa.
a. Determine the effective width of the T-beam in mm.
b. Is the compressive flange adequate enough to provide the design capacity required?
c. How many layers/rows of steel rebars are expected in the design of reinforcement?
d. How many 25mm steel bars are required for the section?
|h, =100 mm
d = 450 mm
- 300 mm
3m
3m
3m
3m
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