THE torsional instability of a column is most likely to occur with open-section columns such as channels and Z-sections as they are very inefficient in resisting torsion. For calculating the torsional strength of open-section columns there is a general lack of information and few experimental checks on predicted values are available.


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    Title :

    Torsional Column Strength of Thinned-Walled Open Sections


    Subtitle :

    A Mechanical Method of Calculating the Torsional Bending Constant for a Rolled Z-Section Stringer


    Contributors:


    Publication date :

    1951-07-01


    Size :

    1 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English




    Impact of thin-walled high-strength steel structural sections

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    Impact of thin-walled high-strength steel structural sections

    Schneider, F / Jones, N | SAGE Publications | 2004