This thesis deals with the structural analysis and design of a steel structure for the completion of the Šutka swimming complex in Prague, Czech Republic. This graduation thesis project was divided into two parts. The first proposed structure is a roof of the waterpark. The structure consists of a separate building, which is connected to the existing building of the Šutka swimming pool.
Structural Analysis and Design of Steel Extension of the Šutka Swimming Complex in Prague
Number of Nodes | 316 |
Number of Members | 618 |
Number of Load Cases | 9 |
Number of Load Combinations | 67 |
Number of Result Combinations | 2 |
Total Weight | 59.419 tons |
Dimensions (Metric) | 48.400 x 52.600 x 11.859 m |
Dimensions (Imperial) | 158.79 x 172.57 x 38.91 feet |
Program Version | 7.02.03 |
The material database in RFEM, RSTAB and SHAPE-THIN contains steels according to the Australian standard AS/NZS 4600:2005.
- Numerous component types, such as base and end plates, web angles, fin plates, gusset plates, stiffeners, tapers, or ribs for easy input of typical connection situations
- Universally applicable basic components (such as plates, welds, bolts, auxiliary planes) for modeling complex connection situations
- Graphical display of the connection geometry with dynamic updating during the input
- Wide range of cross-section shapes: I-sections, U-sections, angles, T-sections, hollow sections, built-up cross-sections and thin-walled sections
- Library in Dlubal Center with program template connections as well as user-defined templates
- Automatic adaptation of the connection geometry based on the relative arrangement of the components to each other – even in case of subsequent editing of the structural components
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.