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    Snow Loads on Sloped Roofs

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author:
    R. L. Sack
    DOI: 10.1061/(ASCE)0733-9445(1988)114:3(501)
    Publisher: American Society of Civil Engineers
    Abstract: Snow slides off unobstructed slippery sloped roofs, but this behavior is not adequately quantified. As a result, most building codes and standards require slippery sloped roofs to be designed for excessively large snow loads, and dynamic forces imposed by snow sliding from slippery sloped roofs are approximated. We propose design recommendations using the results from a field investigation, wherein the effects of slope and thermal environment are measured independently of other snow accumulation factors. Data from instrumented sloped roofs are combined with observations from a group of similar structures. A flat‐roof building with four different thermal conditions is monitored as a control for the sloped roofs. Results are widely applicable since the field site has significant snow accumulation during the years of study. Regression analysis is used to formulate new sloped roof coefficients; the coefficient errors are normally distributed.
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      Snow Loads on Sloped Roofs

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    contributor authorR. L. Sack
    date accessioned2017-05-08T20:52:53Z
    date available2017-05-08T20:52:53Z
    date copyrightMarch 1988
    date issued1988
    identifier other%28asce%290733-9445%281988%29114%3A3%28501%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30289
    description abstractSnow slides off unobstructed slippery sloped roofs, but this behavior is not adequately quantified. As a result, most building codes and standards require slippery sloped roofs to be designed for excessively large snow loads, and dynamic forces imposed by snow sliding from slippery sloped roofs are approximated. We propose design recommendations using the results from a field investigation, wherein the effects of slope and thermal environment are measured independently of other snow accumulation factors. Data from instrumented sloped roofs are combined with observations from a group of similar structures. A flat‐roof building with four different thermal conditions is monitored as a control for the sloped roofs. Results are widely applicable since the field site has significant snow accumulation during the years of study. Regression analysis is used to formulate new sloped roof coefficients; the coefficient errors are normally distributed.
    publisherAmerican Society of Civil Engineers
    titleSnow Loads on Sloped Roofs
    typeJournal Paper
    journal volume114
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1988)114:3(501)
    treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 003
    contenttypeFulltext
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