Železobetonová nosná konstrukce administrativní budovy v Ostravě
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Vysoká škola báňská – Technická univerzita Ostrava
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Abstract
This bachelor thesis focuses on the design and structural assessment of selected elements of a reinforced concrete frame structure for an office building. In the introductory part, all background data were summarized and boundary conditions necessary for subsequent calculations were defined. The entire structural model was created in SCIA Engineer software using the finite element method.
The actual dimensioning and assessment of the elements were carried out in accordance with the EN 1992-1-1 standard. During the design process, emphasis was placed on ensuring that the structure is efficient while remaining safe throughout its entire service life. Based on the calculations, reinforcement drawings for selected parts of the structure were prepared in the final part of the thesis.
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Frame structure, reinforced concrete, column, beam, slab, ultimate limit state (ULS), serviceability limit state (SLS), finite element method (FEM)