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    Development of Wind Load Criteria for Commercial Roof Edge Metals

    Source: Journal of Architectural Engineering:;2018:;Volume ( 024 ):;issue: 003
    Author:
    Baskaran A.;Molleti S.;Martins N.;Martín-Pérez B.
    DOI: 10.1061/(ASCE)AE.1943-5568.0000308
    Publisher: American Society of Civil Engineers
    Abstract: Edge metal covers the majority of commercial roofs to maintain waterproofing. It acts as the first line of defense against wind effects on commercial roofs. First, this article summarizes the in situ measurement site (the Canada Post building located in Vancouver, Canada) and compares the measured pressures with the existing wind standards. This study aimed to develop appropriate wind design pressure coefficients for roof edges, for incorporation in the National Building Code of Canada (NBCC). During this process, the following observations were made: (a) Comparison of the in situ measured pressures with existing wind standards suggested that design specifications on wind loads acting on roof edge metal systems in current building codes and standards are not adequate; (b) a systematic procedure to calculate code-comparable pressure coefficients from the in situ measured data is a challenging process; (c) correlation exists between edge metal design coefficients with those of the roof, to simplify the components and cladding design process.
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      Development of Wind Load Criteria for Commercial Roof Edge Metals

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4247632
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    contributor authorBaskaran A.;Molleti S.;Martins N.;Martín-Pérez B.
    date accessioned2019-02-26T07:31:49Z
    date available2019-02-26T07:31:49Z
    date issued2018
    identifier other%28ASCE%29AE.1943-5568.0000308.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247632
    description abstractEdge metal covers the majority of commercial roofs to maintain waterproofing. It acts as the first line of defense against wind effects on commercial roofs. First, this article summarizes the in situ measurement site (the Canada Post building located in Vancouver, Canada) and compares the measured pressures with the existing wind standards. This study aimed to develop appropriate wind design pressure coefficients for roof edges, for incorporation in the National Building Code of Canada (NBCC). During this process, the following observations were made: (a) Comparison of the in situ measured pressures with existing wind standards suggested that design specifications on wind loads acting on roof edge metal systems in current building codes and standards are not adequate; (b) a systematic procedure to calculate code-comparable pressure coefficients from the in situ measured data is a challenging process; (c) correlation exists between edge metal design coefficients with those of the roof, to simplify the components and cladding design process.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of Wind Load Criteria for Commercial Roof Edge Metals
    typeJournal Paper
    journal volume24
    journal issue3
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000308
    page4018011
    treeJournal of Architectural Engineering:;2018:;Volume ( 024 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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