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Design a column to carry an axial load of PDL = 1650 kN, PLL = 1300 kN. Use f'c = 21 MPa, fy = 414 MPa. Use NSCP 2001. Use 20 mm diameter main bars. Let the steel ratio be equal to 2%; concrete cover = 40 mm. a.) using a tied column b.) using a spiral column Final answers must show the dimension of the column, no of main bars, spacing of main bars, and spacing of ties. use 10 mm diameter for ties.

Design a column to carry an axial load of PDL = 1650 kN, PLL = 1300 kN. Use f'c = 21 MPa, fy = 414 MPa. Use NSCP 2001. Use 20 mm diameter main bars. Let the steel ratio be equal to 2%; concrete cover = 40 mm. a.) using a tied column b.) using a spiral column Final answers must show the dimension of the column, no of main bars, spacing of main bars, and spacing of ties. use 10 mm diameter for ties.

Structural Analysis
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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Design a column to carry an axial load of PDL = 1650 kN, PLL = 1300 kN. Use f'c = 21 MPa, fy = 414 MPa. Use NSCP 2001. Use 20 mm diameter main bars. Let the steel ratio be equal to 2%; concrete cover = 40 mm. a.) using a tied column b.) using a spiral column Final answers must show the dimension of the column, no of main bars, spacing of main bars, and spacing of ties. use 10 mm diameter for ties.
Transcribed Image Text:Design a column to carry an axial load of PDL = 1650 kN, PLL = 1300 kN. Use f'c = 21 MPa, fy = 414 MPa. Use NSCP 2001. Use 20 mm diameter main bars. Let the steel ratio be equal to 2%; concrete cover = 40 mm. a.) using a tied column b.) using a spiral column Final answers must show the dimension of the column, no of main bars, spacing of main bars, and spacing of ties. use 10 mm diameter for ties.
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