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    Experimental Investigation of High Strength Cold-Formed C -Sections in Combined Bending and Shear

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 007
    Author:
    Cao Hung Pham
    ,
    Gregory J. Hancock
    DOI: 10.1061/(ASCE)ST.1943-541X.0000172
    Publisher: American Society of Civil Engineers
    Abstract: In roof systems, a high strength steel profiled sheeting fastened to high strength steel cold-formed purlins of a lipped
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      Experimental Investigation of High Strength Cold-Formed C -Sections in Combined Bending and Shear

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68058
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    contributor authorCao Hung Pham
    contributor authorGregory J. Hancock
    date accessioned2017-05-08T21:59:04Z
    date available2017-05-08T21:59:04Z
    date copyrightJuly 2010
    date issued2010
    identifier other%28asce%29st%2E1943-541x%2E0000213.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68058
    description abstractIn roof systems, a high strength steel profiled sheeting fastened to high strength steel cold-formed purlins of a lipped
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation of High Strength Cold-Formed C -Sections in Combined Bending and Shear
    typeJournal Paper
    journal volume136
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000172
    treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 007
    contenttypeFulltext
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