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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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