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A T-beam for a floor system has a slab thickness of 4" and a web thickness of 16". It has an effective depth of 650 mm. The beam carries a dead load moment of 270 KN.m and a live load moment 460 KN. m. It has a span of 17.5A. and a spacing center to center of 10,5 ft. f°c = 20.7 MPa and Fy = 344.70 MPa. 1. Determine the effective width of the flange. 2. Determine the depth of compression block. 3. Determine the steel area required.

A T-beam for a floor system has a slab thickness of 4" and a web thickness of 16". It has an effective depth of 650 mm. The beam carries a dead load moment of 270 KN.m and a live load moment 460 KN. m. It has a span of 17.5A. and a spacing center to center of 10,5 ft. f°c = 20.7 MPa and Fy = 344.70 MPa. 1. Determine the effective width of the flange. 2. Determine the depth of compression block. 3. Determine the steel area required.

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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A T-beam for a floor system has a slab thickness of 4" and a web thickness of 16". It has an effective depth of 650 mm. The beam carries a dead load moment of 270 KN.m and a live load moment 460 KN. m. It has a span of 17.5ft. and a spacing center to center of 10,5 ft. f'c = 20.7 MPa and Fy = 344.70 MPa. 1. Determine the effective width of the flange. 2. Determine the depth of compression block. 3. Determine the steel area required.
Transcribed Image Text:A T-beam for a floor system has a slab thickness of 4" and a web thickness of 16". It has an effective depth of 650 mm. The beam carries a dead load moment of 270 KN.m and a live load moment 460 KN. m. It has a span of 17.5ft. and a spacing center to center of 10,5 ft. f'c = 20.7 MPa and Fy = 344.70 MPa. 1. Determine the effective width of the flange. 2. Determine the depth of compression block. 3. Determine the steel area required.
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