da service live load moment of 142 kN-m. eD + 1.6L.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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URGENT Please answer this problem in 1 hour. Topic is 'Analysis/design of T-beams' in Principles of Reinforced/Prestressed Concrete. I need correct answers with complete and step by step solution. Box the final answers. Do not shortcut your solution. I will give an upvote if it satisfies. Thank you!
A T-beam section has a flange width of 600 mm, flange thickness of 100 mm, width
of web of 350 mm, effective depth of 535 mm and a total depth of 600 mm. Use fc =
21 MPa and fy = 415 MPa. The section is required to resist a total service dead load
moment of 260 kN-m and a service live load moment of 142 kN-m.
Use o = 0.90 and U = 1.2D + 1.6L.
4. Calculate the required reinforcement area.
5. Determine the number of 28mmØ required as tension reinforcement.
Transcribed Image Text:A T-beam section has a flange width of 600 mm, flange thickness of 100 mm, width of web of 350 mm, effective depth of 535 mm and a total depth of 600 mm. Use fc = 21 MPa and fy = 415 MPa. The section is required to resist a total service dead load moment of 260 kN-m and a service live load moment of 142 kN-m. Use o = 0.90 and U = 1.2D + 1.6L. 4. Calculate the required reinforcement area. 5. Determine the number of 28mmØ required as tension reinforcement.
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