PART B 2. (a) What is the criterion of failure of reinforced concrete flexural elements? What distribution of compressive stress is normally assumed across the compression zone of a reinforced concrete beam, and how does this compare to the actual stress distribution? (b) Obtain the ultimate moment of resistance of the beam section indicated in Figure 2, if the grade of the concrete used in the section is 35N/mm², and the yield stress of the steel is 500N/m s) 750 6T20 350 ST25 6T25 200 Figure 2
PART B 2. (a) What is the criterion of failure of reinforced concrete flexural elements? What distribution of compressive stress is normally assumed across the compression zone of a reinforced concrete beam, and how does this compare to the actual stress distribution? (b) Obtain the ultimate moment of resistance of the beam section indicated in Figure 2, if the grade of the concrete used in the section is 35N/mm², and the yield stress of the steel is 500N/m s) 750 6T20 350 ST25 6T25 200 Figure 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:PART B
2.
(a) What is the criterion of failure of reinforced concrete flexural elements? What
distribution of compressive stress is normally assumed across the compression
zone of a reinforced concrete beam, and how does this compare to the actual stress
distribution?
(b) Obtain the ultimate moment of resistance of the beam section indicated in
Figure 2, if the grade of the concrete used in the section is 35N/mm?, and the
yield stress of the steel is 500N/m2
s)
750
6T20
350
ST25
6T25
200
Figure 2
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