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A steel column has the following properties: E= 200 GPa, Fy = 200 MPa, L = 6 m, A = 8000 mm², ly = 37.7 x 5 x 10^6 mm^4 and lx = 125.20 x 5 x 10^6 mm^4. Assumed both ends are fixed. a. Using NSCP 2001, compute the axial load capacity of the section. b. Using NSCP 2015, compute the design load of the column.

A steel column has the following properties: E= 200 GPa, Fy = 200 MPa, L = 6 m, A = 8000 mm², ly = 37.7 x 5 x 10^6 mm^4 and lx = 125.20 x 5 x 10^6 mm^4. Assumed both ends are fixed. a. Using NSCP 2001, compute the axial load capacity of the section. b. Using NSCP 2015, compute the design load of the column.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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PROBLEM 2 A steel column has the following properties: E= 200 GPa, Fy = 200 MPa, L = 6 m, A = 8000 mm², ly = 37.7 x 5 x 10^6 mm^4 and lx = 125.20 x 5 x 10^6 mm^4. Assumed both ends are fixed. a. Using NSCP 2001, compute the axial load capacity of the section. b. Using NSCP 2015, compute the design load of the column.
Transcribed Image Text:PROBLEM 2 A steel column has the following properties: E= 200 GPa, Fy = 200 MPa, L = 6 m, A = 8000 mm², ly = 37.7 x 5 x 10^6 mm^4 and lx = 125.20 x 5 x 10^6 mm^4. Assumed both ends are fixed. a. Using NSCP 2001, compute the axial load capacity of the section. b. Using NSCP 2015, compute the design load of the column.
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