A steel column carries an axial load of 800 KN, a moment of 70 KN-m at the top and moment 49 KN-m at the bottom. The two moments are in opposite direction and applied about the x-axis. A=13000 mm^2 rx=109 mm S,=1200x10^3 mm^3 L= 3.6 m ry=94 mm K= 1.0 Fy=248 MPa E= 200000 MPa Use NSCP specification for compressive stress and Fbx=Fby= 148 MPa. Determine the following: a) Compressive stress if axial load only existed.

A steel column carries an axial load of 800 KN, a moment of 70 KN-m at the top and moment 49 KN-m at the bottom. The two moments are in opposite direction and applied about the x-axis. A=13000 mm^2 rx=109 mm S,=1200x10^3 mm^3 L= 3.6 m ry=94 mm K= 1.0 Fy=248 MPa E= 200000 MPa Use NSCP specification for compressive stress and Fbx=Fby= 148 MPa. Determine the following: a) Compressive stress if axial load only existed.

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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