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    Differential Movement Effects in Steel Shelf Angles

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author:
    Joseph A. Yura
    DOI: 10.1061/(ASCE)0733-9445(1986)112:3(636)
    Publisher: American Society of Civil Engineers
    Abstract: Shelf angles, supporting masonry on a structural frame, deflect due to the weight of the masonry and may also deflect due to differential movement between the masonry and the frame in the absence of an adequate expansion joint between the shelf angle and the masonry. Those deflections induce bending moments and compressive stresses in the masonry, which may be destructive. A method is provided for estimating the magnitude and direction of those moments and forces. The method has been used in masonry failure investigations.
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      Differential Movement Effects in Steel Shelf Angles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29757
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    contributor authorJoseph A. Yura
    date accessioned2017-05-08T20:51:56Z
    date available2017-05-08T20:51:56Z
    date copyrightMarch 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A3%28636%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29757
    description abstractShelf angles, supporting masonry on a structural frame, deflect due to the weight of the masonry and may also deflect due to differential movement between the masonry and the frame in the absence of an adequate expansion joint between the shelf angle and the masonry. Those deflections induce bending moments and compressive stresses in the masonry, which may be destructive. A method is provided for estimating the magnitude and direction of those moments and forces. The method has been used in masonry failure investigations.
    publisherAmerican Society of Civil Engineers
    titleDifferential Movement Effects in Steel Shelf Angles
    typeJournal Paper
    journal volume112
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:3(636)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 003
    contenttypeFulltext
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