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2. A reinforced concrete T-beam has an effective depth of 650mm and is reinforced with 8-25mm diameter tension bars at the bottom. The web width is 330mm and has a flange thickness of 115mm. The beam has a span of 8m. and has a spacing center to center equal to 4m. If fy=(345+N) MPa, and f'c = 28MPa, calculate the following: 2.1. Effective width of the flange according to provisions of NSCP. 2.2. Depth of the compression block. 2.3. Nominal moment capacity of the beam.

2. A reinforced concrete T-beam has an effective depth of 650mm and is reinforced with 8-25mm diameter tension bars at the bottom. The web width is 330mm and has a flange thickness of 115mm. The beam has a span of 8m. and has a spacing center to center equal to 4m. If fy=(345+N) MPa, and f'c = 28MPa, calculate the following: 2.1. Effective width of the flange according to provisions of NSCP. 2.2. Depth of the compression block. 2.3. Nominal moment capacity of the beam.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Where N=19
2. A reinforced concrete T-beam has an effective depth of 650mm and is reinforced with 8-25mm diameter tension bars at the bottom. The web width is 330mm and has a flange thickness of 115mm. The beam has a span of 8m. and has a spacing center to center equal to 4m. If fy=(345+N) MPa, and f'c = 28MPa, calculate the following: 2.1. Effective width of the flange according to provisions of NSCP. Depth of the compression block. 2.2. 2.3. Nominal moment capacity of the beam.
Transcribed Image Text:2. A reinforced concrete T-beam has an effective depth of 650mm and is reinforced with 8-25mm diameter tension bars at the bottom. The web width is 330mm and has a flange thickness of 115mm. The beam has a span of 8m. and has a spacing center to center equal to 4m. If fy=(345+N) MPa, and f'c = 28MPa, calculate the following: 2.1. Effective width of the flange according to provisions of NSCP. Depth of the compression block. 2.2. 2.3. Nominal moment capacity of the beam.
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