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    Shallow Flat Soffit Precast Concrete Floor System

    Source: Practice Periodical on Structural Design and Construction:;2013:;Volume ( 018 ):;issue: 002
    Author:
    Eliya
    ,
    Henin
    ,
    George
    ,
    Morcous
    ,
    Maher K.
    ,
    Tadros
    DOI: 10.1061/(ASCE)SC.1943-5576.0000135
    Publisher: American Society of Civil Engineers
    Abstract: It is a key economic criterion for multistory residential and office buildings to have a shallow floor that minimizes floor height and saves in the cost of architectural, mechanical, and electrical systems. This paper presents the development of a new precast concrete floor system that eliminates the need for column corbels and beam ledges while being shallow. The proposed system can achieve a span-to-depth ratio of 30 and flat soffit while being consistent with prevailing erection techniques. The proposed system consists of continuous precast columns, prestressed rectangular beams, hollow-core (HC) planks, and cast-in-place composite topping. The paper presents the construction sequence of the new system and focuses on testing HC-beam connections without ledges in a full-scale specimen. Testing results indicate that a 30-cm-deep flat soffit precast floor system has adequate capacity to carry gravity loads (including 488 kg/m
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      Shallow Flat Soffit Precast Concrete Floor System

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/67823
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    contributor authorEliya
    contributor authorHenin
    contributor authorGeorge
    contributor authorMorcous
    contributor authorMaher K.
    contributor authorTadros
    date accessioned2017-05-08T21:58:24Z
    date available2017-05-08T21:58:24Z
    date copyrightMay 2013
    date issued2013
    identifier other%28asce%29sc%2E1943-5576%2E0000181.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67823
    description abstractIt is a key economic criterion for multistory residential and office buildings to have a shallow floor that minimizes floor height and saves in the cost of architectural, mechanical, and electrical systems. This paper presents the development of a new precast concrete floor system that eliminates the need for column corbels and beam ledges while being shallow. The proposed system can achieve a span-to-depth ratio of 30 and flat soffit while being consistent with prevailing erection techniques. The proposed system consists of continuous precast columns, prestressed rectangular beams, hollow-core (HC) planks, and cast-in-place composite topping. The paper presents the construction sequence of the new system and focuses on testing HC-beam connections without ledges in a full-scale specimen. Testing results indicate that a 30-cm-deep flat soffit precast floor system has adequate capacity to carry gravity loads (including 488 kg/m
    publisherAmerican Society of Civil Engineers
    titleShallow Flat Soffit Precast Concrete Floor System
    typeJournal Paper
    journal volume18
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000135
    treePractice Periodical on Structural Design and Construction:;2013:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian