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'.

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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