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    Analysis of Wind-Induced Clip Loads on Standing Seam Metal Roofs

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author:
    Murray J. Morrison
    ,
    Gregory A. Kopp
    DOI: 10.1061/(ASCE)ST.1943-541X.118
    Publisher: American Society of Civil Engineers
    Abstract: The current investigation extends the previous work in calculating components and cladding loads for standing seam metal roof clips. It was found that the ASCE 7-05 wind loads for these clips are conservative, while several other studies have shown that the ASCE 7-05 is unconservative when compared to integrated wind tunnel pressure data. The current note resolves this contradiction, showing that the observed conservatism is primarily due to the fact that the critical clips are not located in the worst aerodynamic region of the roof.
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      Analysis of Wind-Induced Clip Loads on Standing Seam Metal Roofs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68876
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    contributor authorMurray J. Morrison
    contributor authorGregory A. Kopp
    date accessioned2017-05-08T22:01:11Z
    date available2017-05-08T22:01:11Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%29su%2E1943-5428%2E0000045.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68876
    description abstractThe current investigation extends the previous work in calculating components and cladding loads for standing seam metal roof clips. It was found that the ASCE 7-05 wind loads for these clips are conservative, while several other studies have shown that the ASCE 7-05 is unconservative when compared to integrated wind tunnel pressure data. The current note resolves this contradiction, showing that the observed conservatism is primarily due to the fact that the critical clips are not located in the worst aerodynamic region of the roof.
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Wind-Induced Clip Loads on Standing Seam Metal Roofs
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.118
    treeJournal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 003
    contenttypeFulltext
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