Statické řešení železobetonové konstrukce zaměřené na protlačení žb desky

Abstract

Bibliographic citation: KONEČNÝ, Tomáš. Static design to reinforced concrete structure aimed at punching reinforcement of concrete slab. Ostrava: Technical University of Ostrava, Faculty of Civil Engineering, Department of Building Construction, 2017. 95 p. The aim of the diploma thesis is a static design of a reinforced concrete slab of the selected floor of a three-storey building, aimed at punching reinforcement in the area around the inner column. In the beginning, the calculation of the punching is introduced according to 3 different methods and the options of punching-shear reinforcement are outlined. A design of an appropriate structure is made and internal forces are determined using a 3D calculation model. Results are verified by manual simplified calculation. The bending reinforcement is designed and assessed according to EC2. A variant design of the shear reinforcement is made and then evaluated according to 3 different methods. These are compared at the end according to the total weight of the designed reinforcement or the number of shear studs, depending on the input parameters. A part of this project is also the relevant design documentation.