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The following T-Beam has given properties: Effective Depth (d) = 485 mm, thickness of the slab = 100 mm. Web thickness of 300 mm, and the span of the beam is 6.0 m having a spacing of 2.4 m, center to center. The live load moment of 163 kN-m, and a dead load moment of 84 kN-m, these moments are unfactored. %3D fc' =20.7 MPa, fy = 413.7 MPa, d' = 65 mm. c) Determine the steel area required.

The following T-Beam has given properties: Effective Depth (d) = 485 mm, thickness of the slab = 100 mm. Web thickness of 300 mm, and the span of the beam is 6.0 m having a spacing of 2.4 m, center to center. The live load moment of 163 kN-m, and a dead load moment of 84 kN-m, these moments are unfactored. %3D fc' =20.7 MPa, fy = 413.7 MPa, d' = 65 mm. c) 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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The following T-Beam has given properties: Effective Depth (d) = 485 mm, thickness of the slab = 100 mm. Web thickness of 300 mm, and the span of the beam is 6.0 m having a spacing of 2.4 m, center to center. The live load moment of 163 kN-m, and a dead load moment of 84 kN-m, these moments are unfactored. fc' =20.7 MPa, fy = 413.7 MPa, d' = 65 mm. c) Determine the steel area required.
Transcribed Image Text:The following T-Beam has given properties: Effective Depth (d) = 485 mm, thickness of the slab = 100 mm. Web thickness of 300 mm, and the span of the beam is 6.0 m having a spacing of 2.4 m, center to center. The live load moment of 163 kN-m, and a dead load moment of 84 kN-m, these moments are unfactored. fc' =20.7 MPa, fy = 413.7 MPa, d' = 65 mm. c) Determine the steel area required.
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