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    Point Loads on Precast Concrete Floors

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author:
    John F. Stanton
    DOI: 10.1061/(ASCE)0733-9445(1983)109:11(2619)
    Publisher: American Society of Civil Engineers
    Abstract: A method of analysis is developed for determining the response of precast concrete floor decks to point loads. Torsion is accounted for, and the method can be applied to a variety of cross sections, including double tees and hollow‐core units. A computer program is described which generates influence surfaces for internal member forces.
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      Point Loads on Precast Concrete Floors

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28861
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    contributor authorJohn F. Stanton
    date accessioned2017-05-08T20:50:25Z
    date available2017-05-08T20:50:25Z
    date copyrightNovember 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A11%282619%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28861
    description abstractA method of analysis is developed for determining the response of precast concrete floor decks to point loads. Torsion is accounted for, and the method can be applied to a variety of cross sections, including double tees and hollow‐core units. A computer program is described which generates influence surfaces for internal member forces.
    publisherAmerican Society of Civil Engineers
    titlePoint Loads on Precast Concrete Floors
    typeJournal Paper
    journal volume109
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:11(2619)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    contenttypeFulltext
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