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    Roof Snow Loads for Structural Design

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author:
    Michael J. O'Rourke
    ,
    Ulrich Stiefel
    DOI: 10.1061/(ASCE)0733-9445(1983)109:7(1527)
    Publisher: American Society of Civil Engineers
    Abstract: Lognormal probability distribution functions for both ground snow loads and the ground‐to‐roof conversion factor are used to establish lognormal probability distribution functions for roof snow loads. Site specific values for the conversion factor multiple
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      Roof Snow Loads for Structural Design

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29033
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    • Journal of Structural Engineering

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    contributor authorMichael J. O'Rourke
    contributor authorUlrich Stiefel
    date accessioned2017-05-08T20:50:43Z
    date available2017-05-08T20:50:43Z
    date copyrightJuly 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A7%281527%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29033
    description abstractLognormal probability distribution functions for both ground snow loads and the ground‐to‐roof conversion factor are used to establish lognormal probability distribution functions for roof snow loads. Site specific values for the conversion factor multiple
    publisherAmerican Society of Civil Engineers
    titleRoof Snow Loads for Structural Design
    typeJournal Paper
    journal volume109
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:7(1527)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    contenttypeFulltext
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