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Situation 1:A hollow circular steel tube having an inside diameter of 100 mm and a thickness of 6 mm is to be used as column. It has an unsupported length of 4 m with built-in ends. 1. Determine the centroidal moment of inertia of the steel tube. 2. Determine its radius of gyration.

Situation 1:A hollow circular steel tube having an inside diameter of 100 mm and a thickness of 6 mm is to be used as column. It has an unsupported length of 4 m with built-in ends. 1. Determine the centroidal moment of inertia of the steel tube. 2. Determine its radius of gyration.

Structural Analysis
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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Steel design situation 1 only

Situation 1:A hollow circular steel tube having an inside diameter of 100 mm and a thickness of 6 mm is to be used as column. It has an unsupported length of 4 m with built-in ends. 1. Determine the centroidal moment of inertia of the steel tube. 2. Determine its radius of gyration. Situation 2: If the hollow circular steel tube in situation 1 has a yield strength of 250 MPa, determine the following: 3. Critical Effective Slenderness Ratio 4. Allowable axial stress 5. Allowable axial load
Transcribed Image Text:Situation 1:A hollow circular steel tube having an inside diameter of 100 mm and a thickness of 6 mm is to be used as column. It has an unsupported length of 4 m with built-in ends. 1. Determine the centroidal moment of inertia of the steel tube. 2. Determine its radius of gyration. Situation 2: If the hollow circular steel tube in situation 1 has a yield strength of 250 MPa, determine the following: 3. Critical Effective Slenderness Ratio 4. Allowable axial stress 5. Allowable axial load
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