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    Practical Design Considerations for Lightweight Channels under Combined Compression, Major and Minor Axis Bending

    Source: Practice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 001
    Author:
    Osama Bedair
    DOI: 10.1061/(ASCE)SC.1943-5576.0000066
    Publisher: American Society of Civil Engineers
    Abstract: The paper examines the behavior of lightweight channels under combinations of axial compression, major and minor axis bending. Design guidelines are proposed that can be used by practicing engineers to maximize the channel section performance. Results are presented showing the design space of several North American standard cold-formed steel sections subjected to this load combination. A three-dimensional multistory building model is used to demonstrate cost-effective design strategies that cope with challenges encountered in practice. The influence of the flange, web size, and section thickness on the ultimate strength and serviceability of the channel section are also highlighted. The study leads to significant guidelines that can be used by practicing engineers and steel fabricators in order to optimize the section sizes under this load combination.
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      Practical Design Considerations for Lightweight Channels under Combined Compression, Major and Minor Axis Bending

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    https://yetl.yabesh.ir/yetl1/handle/yetl/67759
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    contributor authorOsama Bedair
    date accessioned2017-05-08T21:58:17Z
    date available2017-05-08T21:58:17Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29sc%2E1943-5576%2E0000115.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67759
    description abstractThe paper examines the behavior of lightweight channels under combinations of axial compression, major and minor axis bending. Design guidelines are proposed that can be used by practicing engineers to maximize the channel section performance. Results are presented showing the design space of several North American standard cold-formed steel sections subjected to this load combination. A three-dimensional multistory building model is used to demonstrate cost-effective design strategies that cope with challenges encountered in practice. The influence of the flange, web size, and section thickness on the ultimate strength and serviceability of the channel section are also highlighted. The study leads to significant guidelines that can be used by practicing engineers and steel fabricators in order to optimize the section sizes under this load combination.
    publisherAmerican Society of Civil Engineers
    titlePractical Design Considerations for Lightweight Channels under Combined Compression, Major and Minor Axis Bending
    typeJournal Paper
    journal volume16
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000066
    treePractice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 001
    contenttypeFulltext
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