A 400x400 mm concrete tied column is to be designed for a factored axial load of 2500 kN. Capacity reduction factor = 0.65. Use the 2010 NSCP. Use fc= 28 MPa and fy = 415 MPa a) The mumber of pieces 20 mm diameter bars for the longitudinal reinforcements is nearest to. b) The maximum allowable spacing (mm) for the 10 mm diameter lateral reinforcements is nearest to. c) If 16 mm diameter bars are used how many bars are required if it will be placed on equal mumber of pieces on each side of the section.

A 400x400 mm concrete tied column is to be designed for a factored axial load of 2500 kN. Capacity reduction factor = 0.65. Use the 2010 NSCP. Use fc= 28 MPa and fy = 415 MPa a) The mumber of pieces 20 mm diameter bars for the longitudinal reinforcements is nearest to. b) The maximum allowable spacing (mm) for the 10 mm diameter lateral reinforcements is nearest to. c) If 16 mm diameter bars are used how many bars are required if it will be placed on equal mumber of pieces on each side of the section.

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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