da service live load moment of 142 kN-m. eD + 1.6L.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8689f4a5-8d4d-4d62-88f3-8d1bbd670d83%2Fe8b918fe-885d-4fc8-a702-f15f941c650c%2Fod3vn6g_processed.jpeg&w=3840&q=75)
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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