Author
|
Jan Řihošek
|
University
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Brno University of Technology, Czech Republic
Faculty of Civil Engineering, Department of Concrete and Masonry Structures |
The structure of the roof was designed in two variants.
The first variant is a plate with the constant thickness, and the second one is a plate with reinforcing slabs in the area of columns. The second variant was subjected to the ultimate limit state design and the serviceability limit state design. The values from the plate model from RFEM 5.17 were used for the design.
The aim was to compare the internal force values obtained from both calculation models and the comparison of both construction variants. Furthermore, the design and analysis of an inner column was performed. The results include the relevant drawing documentation.