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    AISI LRFD Method for Cold‐Formed Steel Structural Members

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author:
    Ling‐En Hsiao
    ,
    Wei‐Wen Yu
    ,
    Theodore V. Galambos
    DOI: 10.1061/(ASCE)0733-9445(1990)116:2(500)
    Publisher: American Society of Civil Engineers
    Abstract: In the design of steel buildings, the allowable stress design (ASD) method has long been used for cold‐formed steel structural members in the United States. Recently, the load and resistance factor design (LRFD) criteria have been developed for steel buildings using hot‐rolled shapes and built‐up members fabricated from steel plates. In order to develop load and resistance factor design (LRFD) criteria for cold‐formed steel structural members, a joint research project is conducted at the University of Missouri‐Rolla, Washington University, and the University of Minnesota under the sponsorship of the American Iron and Steel Institute. Based on the 1986 edition of the American Iron and Steel Institute (AISI) ASD specification, the LRFD specification for cold‐formed steel structural members with commentary is prepared for consideration of the American Iron and Steel Institute. The background information for developing the proposed design criteria for structural members is discussed in this paper.
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      AISI LRFD Method for Cold‐Formed Steel Structural Members

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30783
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    contributor authorLing‐En Hsiao
    contributor authorWei‐Wen Yu
    contributor authorTheodore V. Galambos
    date accessioned2017-05-08T20:53:38Z
    date available2017-05-08T20:53:38Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A2%28500%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30783
    description abstractIn the design of steel buildings, the allowable stress design (ASD) method has long been used for cold‐formed steel structural members in the United States. Recently, the load and resistance factor design (LRFD) criteria have been developed for steel buildings using hot‐rolled shapes and built‐up members fabricated from steel plates. In order to develop load and resistance factor design (LRFD) criteria for cold‐formed steel structural members, a joint research project is conducted at the University of Missouri‐Rolla, Washington University, and the University of Minnesota under the sponsorship of the American Iron and Steel Institute. Based on the 1986 edition of the American Iron and Steel Institute (AISI) ASD specification, the LRFD specification for cold‐formed steel structural members with commentary is prepared for consideration of the American Iron and Steel Institute. The background information for developing the proposed design criteria for structural members is discussed in this paper.
    publisherAmerican Society of Civil Engineers
    titleAISI LRFD Method for Cold‐Formed Steel Structural Members
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:2(500)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    contenttypeFulltext
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