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    Design of Cold-Formed Steel Built-Up Closed Sections with Intermediate Stiffeners

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author:
    Ben Young
    ,
    Ju Chen
    DOI: 10.1061/(ASCE)0733-9445(2008)134:5(727)
    Publisher: American Society of Civil Engineers
    Abstract: A series of column tests on cold-formed steel built-up closed sections with intermediate stiffeners is presented in this paper. The test specimens were first brake pressed from structural steel sheets to form open sections with intermediate web stiffeners, then two of the open sections were connected at their flanges using self-tapping screws to form the built-up closed sections. The high strength structural steel sheets had the measured 0.2% proof stress up to
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      Design of Cold-Formed Steel Built-Up Closed Sections with Intermediate Stiffeners

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35236
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    contributor authorBen Young
    contributor authorJu Chen
    date accessioned2017-05-08T21:00:33Z
    date available2017-05-08T21:00:33Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A5%28727%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35236
    description abstractA series of column tests on cold-formed steel built-up closed sections with intermediate stiffeners is presented in this paper. The test specimens were first brake pressed from structural steel sheets to form open sections with intermediate web stiffeners, then two of the open sections were connected at their flanges using self-tapping screws to form the built-up closed sections. The high strength structural steel sheets had the measured 0.2% proof stress up to
    publisherAmerican Society of Civil Engineers
    titleDesign of Cold-Formed Steel Built-Up Closed Sections with Intermediate Stiffeners
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:5(727)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 005
    contenttypeFulltext
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