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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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