MONOLITHIC REINFORCED CONCRETE NON GIRDER FLOOR
The research is devoted to non girder, non chapiter, prestressedmonolithic concrete floor. This question is analyzed in the article. The stressed monolithic concrete floor with a span 4x4, 6x6 and 9x9 meters was object for the research. Variants of the stressed monolithic concrete floor and non stressed monolithic concrete floor are calculated. The method of finite elements underlined calculation, that used a basic unknown as displacements and rotations of node points of the analytical model. Geometric, structural and physical nonlinearities are attended in the calculation.Rationality of non girder, prestressed floors is proved by the calculation of variants floors. Using these structures for buildings allow to got the object of a higher class according to its architectural, constructive and planning parameters with a low cost. Construction scheme of non girder, non chapiter, monolithic concrete floor allows to building with spans to 9 m without beams and capitals throughout the area floor. Possibility of building consoles various geometric shapes gab to 3,5 m appeared.