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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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