A T-beam for a floor system has a slab thickness of 75 mm and a web thickness of 375 mm. It has an effective depth of 600 mm. The beam carries a dead load moment of 280 kN-m and a live load moment of 525 kN-m. It has a span of 5.4 m and a spacing center to center of 1.8 m. Use reduction factor ø=0.90, fc'=20.7 MPa, fy = 344.7 MPa. Determine the effective width of flange. Determine depth of compression flange. Determine the required steel area. See the formula in the instructions Use b = 16h + bw b = Sw+bw b₁ = 1/24
A T-beam for a floor system has a slab thickness of 75 mm and a web thickness of 375 mm. It has an effective depth of 600 mm. The beam carries a dead load moment of 280 kN-m and a live load moment of 525 kN-m. It has a span of 5.4 m and a spacing center to center of 1.8 m. Use reduction factor ø=0.90, fc'=20.7 MPa, fy = 344.7 MPa. Determine the effective width of flange. Determine depth of compression flange. Determine the required steel area. See the formula in the instructions Use b = 16h + bw b = Sw+bw b₁ = 1/24
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A T-beam for a floor system has a slab thickness of 75 mm and a web thickness of 375 mm. It has an effective depth of 600 mm. The beam carries a dead load moment of 280 kN-m and a live load moment of 525 kN-m. It has a span of 5.4 m and a spacing center to center of 1.8 m. Use reduction factor ø=0.90, fc’=20.7 MPa, fy = 344.7 MPa.
Determine the effective width of flange.
Determine depth of compression flange.
Determine the required steel area.
See the formula in the instructions
![A T-beam for a floor system has a slab thickness of 75
mm and a web thickness of 375 mm. It has an effective
depth of 600 mm. The beam carries a dead load
moment of 280 kN-m and a live load moment of 525
kN-m. It has a span of 5.4 m and a spacing center to
center of 1.8 m. Use reduction factor ø=0.90, fc'=20.7
MPa, fy = 344.7 MPa.
Determine the effective width of flange.
Determine depth of compression flange.
Determine the required steel area.
See the formula in the instructions
Use b = 16h + bw
b = Sw+bw
bf = 1/2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c15e345-4ed9-4fa2-a28a-e33dfe683f66%2F2d44f9dc-7fa4-4d01-b3f7-4b85be88544c%2Fvt2abt4_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A T-beam for a floor system has a slab thickness of 75
mm and a web thickness of 375 mm. It has an effective
depth of 600 mm. The beam carries a dead load
moment of 280 kN-m and a live load moment of 525
kN-m. It has a span of 5.4 m and a spacing center to
center of 1.8 m. Use reduction factor ø=0.90, fc'=20.7
MPa, fy = 344.7 MPa.
Determine the effective width of flange.
Determine depth of compression flange.
Determine the required steel area.
See the formula in the instructions
Use b = 16h + bw
b = Sw+bw
bf = 1/2
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