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

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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. n=109 mm ry=94 mm K= 1.0 A=13000 mm^2 S,=1200x10^3 mm^3 L= 3.6 m F,=248 MPa E= 200000 MPa Use NSCP specification for compressive stress and Fox=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. n=109 mm ry=94 mm K= 1.0 A=13000 mm^2 S,=1200x10^3 mm^3 L= 3.6 m F,=248 MPa E= 200000 MPa Use NSCP specification for compressive stress and Fox=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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