Using the SketchUp program I have drawn a model which shows the geometry of the loadbearing elements and distances between them. By using the Eurocode 1 standard I have
determined the impacts on the structure, whereby the impact of the earthquake load was not taken into account. In SAP2000 program I have modeled the structure which was loaded with corresponding loads. The obtained internal static forces were then used for design of the load-bearing elements. The design of structure is based on the Eurocode 5 standard and therefore on checking of the Ultimate Limit State and the Serviceability Limit State. Finally, at
the end, I have foreseen the connection of load-bearing elements.