Design of interstorey structure in a reinforced concrete building

Abstract

The Graduation Thesis deals with the design and dimensioning of floor constructions plate by the method of ultimate limit states and verification by the method of deflections allowable limit states based on the provisions of Eurocode standard. It is a classical building, in which the plate was made on site, supported by walls, columns, beams and cross bars. Longer side length of the plate is 28 m and 15.8 m on the smaller side, thickness is 0.2 m. In the bill is also covered entrance hall, staircase core plate and a balcony, located on the same floor level as the plate itself, and together comprise the entire first floor of the facility. In the bill are specifically taken into account the cross bars and beams under the plate. The way of the path and associated edge conditions are shown in the procedure of calculating the dimensions of bearing construction.\ud Computer model is made by using the SAP2000 computer program that calculates internal forces using finite element method. In calculating the necessary dimensions and characteristics we use internal forces generated by the program, which divide bearing construction on planar and regular elements. Model of the plate in the program is designed in a best way to describe the actual situation and form of a plate with its material properties