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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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