The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of 16.5 feet and spaced at 6.5 feet center to center of the beam. A reinforced concrete T-beam has an effective depth of 500 mm and has a reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel is Fy = 280 MPa. Concrete has a strength of f'c = 20.7 MPa. Assume steel covering of 40 mm. Determine the depth of compression block.
The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of 16.5 feet and spaced at 6.5 feet center to center of the beam. A reinforced concrete T-beam has an effective depth of 500 mm and has a reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel is Fy = 280 MPa. Concrete has a strength of f'c = 20.7 MPa. Assume steel covering of 40 mm. Determine the depth of compression block.
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter12: Composite Materials
Section: Chapter Questions
Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.
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![The web has a width of 350 mm and the slab thickness is 100 mm. The beam
has a span of 16.5 feet and spaced at 6.5 feet center to center of the beam. A
reinforced concrete T-beam has an effective depth of 500 mm and has a
reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel is Fy =
280 MPa. Concrete has a strength of f'c = 20.7 MPa. Assume steel covering of
40 mm. Determine the depth of compression block.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F32375bbf-9cfb-4a0c-9865-19bb6e54592b%2Fec3d0fbb-d62d-4125-8bd7-882e10f86f22%2Favkptai_processed.png&w=3840&q=75)
Transcribed Image Text:The web has a width of 350 mm and the slab thickness is 100 mm. The beam
has a span of 16.5 feet and spaced at 6.5 feet center to center of the beam. A
reinforced concrete T-beam has an effective depth of 500 mm and has a
reinforcement bar of 8 - #7 bar size at the bottom. Yield stress of steel is Fy =
280 MPa. Concrete has a strength of f'c = 20.7 MPa. Assume steel covering of
40 mm. Determine the depth of compression block.
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