In the diploma thesis, we dealt with a reinforced concrete floor slab in a residential house. According to the architectural plan and the project load, we prepared a numerical model in the SAFE structural design program, which was used to perform analysis of the structure according to the finite element method, followed by the dimensioning of the necessary reinforcement and the control of the usability limit state. According to the results of the numerical analysis, we determined the appropriate amount of the required reinforcement. We checked a control of the stress limit in concrete and steel and checked that the displacement and cracks of the slab under consideration did not exceed the permissible values. At the end, we drew the appropriate reinforcement plan in SofiCad. In the design, we considered the standards SIST EN 1990:2004, SIST EN 1991-1-1:2004, SIST EN 1992-1-1:2005 and SIST EN 1996-1-1:2006.
|
