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    Rain-on-Snow Surcharge for Roof Design

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author:
    Michael O'Rourke
    ,
    Chris Downey
    DOI: 10.1061/(ASCE)0733-9445(2001)127:1(74)
    Publisher: American Society of Civil Engineers
    Abstract: A study of structural loading on gable roofs due to rain falling on an existing roof snowpack is presented. Rain-on-snow provisions in various existing standards are reviewed, and a summary of structural damage in the United States arguably related to rain-on-snow is presented. Three separate approaches are then used to quantify the intensity, duration, and return period for a rain-on-snow event. The first approach is case history information from a 1996/1997 rain-on-snow event (unknown return period). The second is a statistical approach in which the ground snow load plus daily rain with a 50-year return period is determined (unknown intensity and duration of the rain). The third is a two-year return period rain (unknown snow condition). Based upon the resulting roof surcharge loads, revised provisions for the ASCE 7 load standard are suggested. One possible revision is to only require a rain-on-snow surcharge for certain roofs with low slopes and short eave-to-ridge distances. An alternate revision is to simply eliminate the surcharge.
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      Rain-on-Snow Surcharge for Roof Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33484
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    contributor authorMichael O'Rourke
    contributor authorChris Downey
    date accessioned2017-05-08T20:57:50Z
    date available2017-05-08T20:57:50Z
    date copyrightJanuary 2001
    date issued2001
    identifier other%28asce%290733-9445%282001%29127%3A1%2874%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33484
    description abstractA study of structural loading on gable roofs due to rain falling on an existing roof snowpack is presented. Rain-on-snow provisions in various existing standards are reviewed, and a summary of structural damage in the United States arguably related to rain-on-snow is presented. Three separate approaches are then used to quantify the intensity, duration, and return period for a rain-on-snow event. The first approach is case history information from a 1996/1997 rain-on-snow event (unknown return period). The second is a statistical approach in which the ground snow load plus daily rain with a 50-year return period is determined (unknown intensity and duration of the rain). The third is a two-year return period rain (unknown snow condition). Based upon the resulting roof surcharge loads, revised provisions for the ASCE 7 load standard are suggested. One possible revision is to only require a rain-on-snow surcharge for certain roofs with low slopes and short eave-to-ridge distances. An alternate revision is to simply eliminate the surcharge.
    publisherAmerican Society of Civil Engineers
    titleRain-on-Snow Surcharge for Roof Design
    typeJournal Paper
    journal volume127
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2001)127:1(74)
    treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 001
    contenttypeFulltext
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