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f'c = 30 MPa and fy = 420 MPa. The beam with 9m clear span is cast integrally with a floor slab 100mm thick. Beam tributary width, or the clear spacing between parallel adjacent beams, is 3m. a. Determine the effective beam width of the T-section, in mm. b. Calculate the moment capacity in kN-m. Effective width 100 d = 600 d = 545 mm min 6028 d, = 655mm 250

f'c = 30 MPa and fy = 420 MPa. The beam with 9m clear span is cast integrally with a floor slab 100mm thick. Beam tributary width, or the clear spacing between parallel adjacent beams, is 3m. a. Determine the effective beam width of the T-section, in mm. b. Calculate the moment capacity in kN-m. Effective width 100 d = 600 d = 545 mm min 6028 d, = 655mm 250

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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f'c = 30 MPa and fy = 420 MPa. The beam with 9m clear span is cast integrally with a floor slab 100mm thick. Beam tributary width, or the clear spacing between parallel adjacent beams, is 3m.

  • Determine the effective beam width of the T-section, in mm.
  • Calculate the moment capacity in kN-m.
f'c = 30 MPa and fy = 420 MPa. The beam with 9m clear span is cast integrally with a floor slab 100mm thick. Beam tributary width, or the clear spacing between parallel adjacent beams, is 3m. a. Determine the effective beam width of the T-section, in mm. b. Calculate the moment capacity in kN-m. Effective width 100 d = 600 d = 545 mm min 6028 d, = 655mm 250
Transcribed Image Text:f'c = 30 MPa and fy = 420 MPa. The beam with 9m clear span is cast integrally with a floor slab 100mm thick. Beam tributary width, or the clear spacing between parallel adjacent beams, is 3m. a. Determine the effective beam width of the T-section, in mm. b. Calculate the moment capacity in kN-m. Effective width 100 d = 600 d = 545 mm min 6028 d, = 655mm 250
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