- 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. =
- 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. =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![-
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd66e12ec-3624-4e75-bff5-d3186da78440%2F4bfb2e45-d24b-422d-826d-a29874df9996%2Fhgf4zei_processed.jpeg&w=3840&q=75)
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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