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    Basis for ASTM E 1300 Annealed Glass Thickness Selection Charts

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author:
    W. Lynn Beason
    ,
    Terry L. Kohutek
    ,
    Joseph M. Bracci
    DOI: 10.1061/(ASCE)0733-9445(1998)124:2(215)
    Publisher: American Society of Civil Engineers
    Abstract: In the early 1980s, a glass failure prediction model (GFPM) was introduced to resolve differences in U.S. industry procedures used to determine the minimum thickness of glass required to resist a specified uniform lateral pressure. The differences in these industry procedures continue to cause problems for designers who are forced to choose between two different glass thickness selection methods that result in different specified thicknesses of glass for the same loading. Since its introduction, the GFPM has helped resolve industry conflicts as it has gained increasing acceptance. In the late 1980s, the GFPM was used to develop glass thickness selection information that is incorporated in ASTM E 1300-94. The purpose of this paper is to provide documentation for the ASTM E 1300-94 glass thickness selection procedure and to propose improvements. The proposed improvements include modifications to the optional procedure for calculating the probability of failure of a rectangular glass plate, and the presentation of a new set of dual-unit glass thickness selection charts.
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      Basis for ASTM E 1300 Annealed Glass Thickness Selection Charts

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/32927
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    • Journal of Structural Engineering

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    contributor authorW. Lynn Beason
    contributor authorTerry L. Kohutek
    contributor authorJoseph M. Bracci
    date accessioned2017-05-08T20:57:01Z
    date available2017-05-08T20:57:01Z
    date copyrightFebruary 1998
    date issued1998
    identifier other%28asce%290733-9445%281998%29124%3A2%28215%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32927
    description abstractIn the early 1980s, a glass failure prediction model (GFPM) was introduced to resolve differences in U.S. industry procedures used to determine the minimum thickness of glass required to resist a specified uniform lateral pressure. The differences in these industry procedures continue to cause problems for designers who are forced to choose between two different glass thickness selection methods that result in different specified thicknesses of glass for the same loading. Since its introduction, the GFPM has helped resolve industry conflicts as it has gained increasing acceptance. In the late 1980s, the GFPM was used to develop glass thickness selection information that is incorporated in ASTM E 1300-94. The purpose of this paper is to provide documentation for the ASTM E 1300-94 glass thickness selection procedure and to propose improvements. The proposed improvements include modifications to the optional procedure for calculating the probability of failure of a rectangular glass plate, and the presentation of a new set of dual-unit glass thickness selection charts.
    publisherAmerican Society of Civil Engineers
    titleBasis for ASTM E 1300 Annealed Glass Thickness Selection Charts
    typeJournal Paper
    journal volume124
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1998)124:2(215)
    treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 002
    contenttypeFulltext
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