- 8.3 For a reinforced concrete member under combined torsion and flexure, the cross-sectional dimensions are bx h=200 x 400 mm. The bending moment is M = 55 kN-m and the torque is T 9 kN m. C25 concrete (f. 11.9 N/mm², f = 1.27 N/mm²) is used. The stirrups are grade I rein- forcement (fy = 270 N/mm²) and the longitudinal bars use grade II rein- forcement (fy = 300 N/mm2). Calculate the required reinforcement. =

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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8.3 For a reinforced concrete member under combined torsion and flexure, the
cross-sectional dimensions are b × h = 200 × 400 mm. The bending moment
is M = 55 kN-m and the torque is T 9 kN m. C25 concrete
(f. 11.9 N/mm², fi 1.27 N/mm²) is used. The stirrups are grade I rein-
forcement (fy = 270 N/mm²) and the longitudinal bars use grade II rein-
forcement (fy = 300 N/mm2). Calculate the required reinforcement.
E
H
Transcribed Image Text:- 8.3 For a reinforced concrete member under combined torsion and flexure, the cross-sectional dimensions are b × h = 200 × 400 mm. The bending moment is M = 55 kN-m and the torque is T 9 kN m. C25 concrete (f. 11.9 N/mm², fi 1.27 N/mm²) is used. The stirrups are grade I rein- forcement (fy = 270 N/mm²) and the longitudinal bars use grade II rein- forcement (fy = 300 N/mm2). Calculate the required reinforcement. E H
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