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 | 118 |
Number of Members | 243 |
Number of Load Cases | 8 |
Number of Load Combinations | 67 |
Number of Result Combinations | 2 |
Total Weight | 16.393 tons |
Dimensions | 45.47 x 35.56 x 49.51 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.
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.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.