1. A rectangular section column b= 300 mm, h = 400 mm. The calculated length lo=3m, the design value of the axial force is N= 300KN, the design value of the bending moment is M= 150KN-m, the concrete strength grade is C20, and the reinforcement is HRB335. Design longitudinal reinforcement As and As'.
1. A rectangular section column b= 300 mm, h = 400 mm. The calculated length lo=3m, the design value of the axial force is N= 300KN, the design value of the bending moment is M= 150KN-m, the concrete strength grade is C20, and the reinforcement is HRB335. Design longitudinal reinforcement As and As'.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. A rectangular section column b= 300 mm, h = 400 mm. The
calculated length lo=3m, the design value of the axial force is N=
300KN, the design value of the bending moment is M= 150KN-m, the
concrete strength grade is C20, and the reinforcement is HRB335.
Design longitudinal reinforcement As and As'.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1f508c53-af29-498e-8791-77e45ebbdaaf%2F5298dd4c-67b0-433d-a220-4150d11315b2%2Fl5g2nrk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. A rectangular section column b= 300 mm, h = 400 mm. The
calculated length lo=3m, the design value of the axial force is N=
300KN, the design value of the bending moment is M= 150KN-m, the
concrete strength grade is C20, and the reinforcement is HRB335.
Design longitudinal reinforcement As and As'.
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