rectangular beam has a width of 300 mm and an effective depth of 500 mm. It is reinforced with 4-32mm Ø bars at the tension side and 2-16mm Ø bars at the compression side. Top bars are placed 65mm from the top of the beam. fc =25 MPa, fy = 415MPa. What is the resulting stress in the reinforcements for tension?
rectangular beam has a width of 300 mm and an effective depth of 500 mm. It is reinforced with 4-32mm Ø bars at the tension side and 2-16mm Ø bars at the compression side. Top bars are placed 65mm from the top of the beam. fc =25 MPa, fy = 415MPa. What is the resulting stress in the reinforcements for tension?
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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A rectangular beam has a width of 300 mm and an effective depth of 500 mm. It is reinforced with 4-32mm Ø bars at the tension side and 2-16mm Ø bars at the compression side. Top bars are placed 65mm from the top of the beam. fc =25 MPa, fy = 415MPa. What is the resulting stress in the reinforcements for tension?
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