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    Governing Stresses in Z-Purlin Lap Joints

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author:
    Ahmad A. Ghosn
    ,
    Ralph R. Sinno
    DOI: 10.1061/(ASCE)0733-9445(1995)121:12(1735)
    Publisher: American Society of Civil Engineers
    Abstract: Twenty-eight stiffened Z-section beams were transversely loaded to failure and stresses in the lap joints were investigated. Spans of 2.438 m (8 ft) were used. The tested sections were of web depth-to-thickness ratios (
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      Governing Stresses in Z-Purlin Lap Joints

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32140
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    contributor authorAhmad A. Ghosn
    contributor authorRalph R. Sinno
    date accessioned2017-05-08T20:55:48Z
    date available2017-05-08T20:55:48Z
    date copyrightDecember 1995
    date issued1995
    identifier other%28asce%290733-9445%281995%29121%3A12%281735%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32140
    description abstractTwenty-eight stiffened Z-section beams were transversely loaded to failure and stresses in the lap joints were investigated. Spans of 2.438 m (8 ft) were used. The tested sections were of web depth-to-thickness ratios (
    publisherAmerican Society of Civil Engineers
    titleGoverning Stresses in Z-Purlin Lap Joints
    typeJournal Paper
    journal volume121
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:12(1735)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 012
    contenttypeFulltext
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