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    Wind Protection Tie-Downs for Manufactured Homes

    Source: Practice Periodical on Structural Design and Construction:;1996:;Volume ( 001 ):;issue: 004
    Author:
    John E. Pearson
    ,
    Anatol Longinow
    ,
    Donald F. Meinheit
    DOI: 10.1061/(ASCE)1084-0680(1996)1:4(126)
    Publisher: American Society of Civil Engineers
    Abstract: Past experience has shown that manufactured homes are susceptible to high wind forces. Because of the typical “temporary” nature of their foundation system, the foundation design must provide adequate resistance to prevent overturning of a manufactured home due to lateral loads. A generally accepted system of piers for vertical load support and metal strapping and soil anchors with stabilizer plates for lateral load resistance are typically used as the foundation system. Several organizations and code bodies have specified the lateral load-resistance requirements of the lateral load-resisting tie-down anchors. Tests have shown that anchors typically used to tie down manufactured homes do not achieve the desired resistance. The specified lateral load resistance can be met if there is a proper understanding of the overall behavior of an anchor embedded in a particular soil. This paper reviews the existing standards and discusses the behavior of soil anchors subjected to axial and shear loads.
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      Wind Protection Tie-Downs for Manufactured Homes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/48878
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    • Journal of Structural Design and Construction Practice

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    contributor authorJohn E. Pearson
    contributor authorAnatol Longinow
    contributor authorDonald F. Meinheit
    date accessioned2017-05-08T21:22:22Z
    date available2017-05-08T21:22:22Z
    date copyrightNovember 1996
    date issued1996
    identifier other%28asce%291084-0680%281996%291%3A4%28126%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48878
    description abstractPast experience has shown that manufactured homes are susceptible to high wind forces. Because of the typical “temporary” nature of their foundation system, the foundation design must provide adequate resistance to prevent overturning of a manufactured home due to lateral loads. A generally accepted system of piers for vertical load support and metal strapping and soil anchors with stabilizer plates for lateral load resistance are typically used as the foundation system. Several organizations and code bodies have specified the lateral load-resistance requirements of the lateral load-resisting tie-down anchors. Tests have shown that anchors typically used to tie down manufactured homes do not achieve the desired resistance. The specified lateral load resistance can be met if there is a proper understanding of the overall behavior of an anchor embedded in a particular soil. This paper reviews the existing standards and discusses the behavior of soil anchors subjected to axial and shear loads.
    publisherAmerican Society of Civil Engineers
    titleWind Protection Tie-Downs for Manufactured Homes
    typeJournal Paper
    journal volume1
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)1084-0680(1996)1:4(126)
    treePractice Periodical on Structural Design and Construction:;1996:;Volume ( 001 ):;issue: 004
    contenttypeFulltext
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