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    Simplified Window Glass Design Procedure

    Source: Journal of Architectural Engineering:;2000:;Volume ( 006 ):;issue: 004
    Author:
    H. Scott Norville
    ,
    Joseph E. Minor
    DOI: 10.1061/(ASCE)1076-0431(2000)6:4(105)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simplified window glass design procedure (SWGDP) as an alternative to the comprehensive window glass design procedure described in ASTM E 1300, “Standard practice for determining the load resistance of glass in buildings.” Although ASTM E 1300 provides a technically robust treatment of the strength of window glass and window glass constructions, architects and engineers will find ASTM E 1300 difficult to use. The SWGDP presented herein uses the same failure prediction methodology to characterize the annealed window glass strength that underlies ASTM E 1300. By reducing the number of basic glass strength charts to one, the voluminous strength adjustment factors in ASTM E 1300 to one simple table, and the computation of window glass lite center deflections to simple graphs requiring no computations to use, the SWGDP achieves simplicity in its approach to window glass design.
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      Simplified Window Glass Design Procedure

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    contributor authorH. Scott Norville
    contributor authorJoseph E. Minor
    date accessioned2017-05-08T21:21:56Z
    date available2017-05-08T21:21:56Z
    date copyrightDecember 2000
    date issued2000
    identifier other%28asce%291076-0431%282000%296%3A4%28105%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48609
    description abstractThis paper presents a simplified window glass design procedure (SWGDP) as an alternative to the comprehensive window glass design procedure described in ASTM E 1300, “Standard practice for determining the load resistance of glass in buildings.” Although ASTM E 1300 provides a technically robust treatment of the strength of window glass and window glass constructions, architects and engineers will find ASTM E 1300 difficult to use. The SWGDP presented herein uses the same failure prediction methodology to characterize the annealed window glass strength that underlies ASTM E 1300. By reducing the number of basic glass strength charts to one, the voluminous strength adjustment factors in ASTM E 1300 to one simple table, and the computation of window glass lite center deflections to simple graphs requiring no computations to use, the SWGDP achieves simplicity in its approach to window glass design.
    publisherAmerican Society of Civil Engineers
    titleSimplified Window Glass Design Procedure
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)1076-0431(2000)6:4(105)
    treeJournal of Architectural Engineering:;2000:;Volume ( 006 ):;issue: 004
    contenttypeFulltext
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