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    Limiting Heights for Gypsum-Sheathed, Cold-Formed Steel Wall Studs

    Source: Practice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 002
    Author:
    Young-Ki Lee
    ,
    Thomas H. Miller
    DOI: 10.1061/(ASCE)1084-0680(2001)6:2(83)
    Publisher: American Society of Civil Engineers
    Abstract: Interior walls and permanent or temporary partitions must be designed to resist loadings, such as those from earthquake, wind, and other building occupancy-related forces, applied perpendicular to the plane of the walls. The purpose of this test series was to develop experimentally based limiting heights for interior, non-load-bearing, cold-formed steel wall panels sheathed with gypsum board and subject to uniformly distributed lateral loadings. The limiting heights generated for ASTM C 754-98a allow designers to meet the 1997
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      Limiting Heights for Gypsum-Sheathed, Cold-Formed Steel Wall Studs

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    contributor authorYoung-Ki Lee
    contributor authorThomas H. Miller
    date accessioned2017-05-08T21:22:38Z
    date available2017-05-08T21:22:38Z
    date copyrightMay 2001
    date issued2001
    identifier other%28asce%291084-0680%282001%296%3A2%2883%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49018
    description abstractInterior walls and permanent or temporary partitions must be designed to resist loadings, such as those from earthquake, wind, and other building occupancy-related forces, applied perpendicular to the plane of the walls. The purpose of this test series was to develop experimentally based limiting heights for interior, non-load-bearing, cold-formed steel wall panels sheathed with gypsum board and subject to uniformly distributed lateral loadings. The limiting heights generated for ASTM C 754-98a allow designers to meet the 1997
    publisherAmerican Society of Civil Engineers
    titleLimiting Heights for Gypsum-Sheathed, Cold-Formed Steel Wall Studs
    typeJournal Paper
    journal volume6
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(2001)6:2(83)
    treePractice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 002
    contenttypeFulltext
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