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    Load Capacity of Nested, Laterally Braced, Cold-Formed Steel Z-Section Beams

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author:
    Ahmad A. Ghosn
    ,
    Ralph R. Sinno
    DOI: 10.1061/(ASCE)0733-9445(1996)122:8(968)
    Publisher: American Society of Civil Engineers
    Abstract: Cold-formed steel Z-purlins were tested in combining bending and shear to evaluate the behavior of lap joints. The tested sections covered a range of web depth-to-thickness ratios (
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      Load Capacity of Nested, Laterally Braced, Cold-Formed Steel Z-Section Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32535
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    • Journal of Structural Engineering

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    contributor authorAhmad A. Ghosn
    contributor authorRalph R. Sinno
    date accessioned2017-05-08T20:56:23Z
    date available2017-05-08T20:56:23Z
    date copyrightAugust 1996
    date issued1996
    identifier other%28asce%290733-9445%281996%29122%3A8%28968%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32535
    description abstractCold-formed steel Z-purlins were tested in combining bending and shear to evaluate the behavior of lap joints. The tested sections covered a range of web depth-to-thickness ratios (
    publisherAmerican Society of Civil Engineers
    titleLoad Capacity of Nested, Laterally Braced, Cold-Formed Steel Z-Section Beams
    typeJournal Paper
    journal volume122
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1996)122:8(968)
    treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 008
    contenttypeFulltext
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