PROBLEM 1 A 4.5-meter-steel column is made of a built-up T-section. The T-section is composed of 300mm x 12mm flange and 250 mm x 10 mm web. Use Fy = 248 MPa, E = 200 GPa and both ends are hinged. Using NSCP 2001, compute the axial load capacity of the section. Using NSCP 2015, compute the design load of the column. Using NSCP 2015, compute the allowable load of the column. a. b. С.

PROBLEM 1 A 4.5-meter-steel column is made of a built-up T-section. The T-section is composed of 300mm x 12mm flange and 250 mm x 10 mm web. Use Fy = 248 MPa, E = 200 GPa and both ends are hinged. Using NSCP 2001, compute the axial load capacity of the section. Using NSCP 2015, compute the design load of the column. Using NSCP 2015, compute the allowable load of the column. a. b. С.

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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