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    Web Crippling Strength of Steel Deck Subjected to End One Flange Loading

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author:
    Onur Avci
    ,
    W. Samuel Easterling
    DOI: 10.1061/(ASCE)0733-9445(2004)130:5(697)
    Publisher: American Society of Civil Engineers
    Abstract: Cold-formed steel deck profiles are extensively used in building construction due to their versatility and economy. Web crippling is one of the failure modes of these multiweb profiles. The provisions for web crippling contained in the 1996
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      Web Crippling Strength of Steel Deck Subjected to End One Flange Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34297
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    contributor authorOnur Avci
    contributor authorW. Samuel Easterling
    date accessioned2017-05-08T20:59:03Z
    date available2017-05-08T20:59:03Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%290733-9445%282004%29130%3A5%28697%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34297
    description abstractCold-formed steel deck profiles are extensively used in building construction due to their versatility and economy. Web crippling is one of the failure modes of these multiweb profiles. The provisions for web crippling contained in the 1996
    publisherAmerican Society of Civil Engineers
    titleWeb Crippling Strength of Steel Deck Subjected to End One Flange Loading
    typeJournal Paper
    journal volume130
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2004)130:5(697)
    treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 005
    contenttypeFulltext
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