The floor system shown in the figure is composed of parallel beams with span length of 4.0 m is 300 mm wide having an effective depth of 460 mm casted monolithically with the concrete slab 100 mm thick. Steel yield strength fy = 415 MPa and concrete strength f’c = 24 MPa. If section is reinforced for tension only, determine the following if the beam carries a total factored load of 680 kN.m. A.The effective flange width for a T-Beam based on NSCP 2010. B.The depth of compression block of the T-Beam. C.The required tension reinforcement of the T-Beam for the given loading. h
The floor system shown in the figure is composed of parallel beams with span length of 4.0 m is 300 mm wide having an effective depth of 460 mm casted monolithically with the concrete slab 100 mm thick. Steel yield strength fy = 415 MPa and concrete strength f’c = 24 MPa. If section is reinforced for tension only, determine the following if the beam carries a total factored load of 680 kN.m. A.The effective flange width for a T-Beam based on NSCP 2010. B.The depth of compression block of the T-Beam. C.The required tension reinforcement of the T-Beam for the given loading. h
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The floor system shown in the figure is composed of parallel beams with span length of 4.0 m is 300 mm wide having an effective depth of 460 mm casted monolithically with the concrete slab 100 mm thick. Steel yield strength fy = 415 MPa and concrete strength f’c = 24 MPa. If section is reinforced for tension only, determine the following if the beam carries a total factored load of 680 kN.m.
A.The effective flange width for a T-Beam based on NSCP 2010.
B.The depth of compression block of the T-Beam.
C.The required tension reinforcement of the T-Beam for the given loading.
hello please answer this, thanks
Transcribed Image Text:TTTT
3 m
- 3 m
3 m
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