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    Ultimate Strength of Wood Walls in Tension—Pilot Study

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author:
    J. A. Puckett
    ,
    J. F. Atkinson
    DOI: 10.1061/(ASCE)0733-9445(1989)115:7(1782)
    Publisher: American Society of Civil Engineers
    Abstract: The tension resistance of conventionally constructed wood‐frame walls was determined experimentally in a pilot study. A series of tests was performed using a combination of gypsum board, foam, and plywood as sheathing material. The ultimate tension resistances of the test panels are compared to the ultimate strength of a typical nailed roof‐to‐wall connection and to the resistance required by the Uniform Building Code. The design implications are examined.
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      Ultimate Strength of Wood Walls in Tension—Pilot Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30630
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    contributor authorJ. A. Puckett
    contributor authorJ. F. Atkinson
    date accessioned2017-05-08T20:53:25Z
    date available2017-05-08T20:53:25Z
    date copyrightJuly 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A7%281782%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30630
    description abstractThe tension resistance of conventionally constructed wood‐frame walls was determined experimentally in a pilot study. A series of tests was performed using a combination of gypsum board, foam, and plywood as sheathing material. The ultimate tension resistances of the test panels are compared to the ultimate strength of a typical nailed roof‐to‐wall connection and to the resistance required by the Uniform Building Code. The design implications are examined.
    publisherAmerican Society of Civil Engineers
    titleUltimate Strength of Wood Walls in Tension—Pilot Study
    typeJournal Paper
    journal volume115
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:7(1782)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
    contenttypeFulltext
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