A static analysis of a single-family residential building, located in Škofljica, in accordance with standards of Eurocode, is made and shown in the thesis. For this purpose, firstly a specification of loads that effect the building is made. Effects of self-weight and permanent loads, variable loads, snow and wind are determined depending on the structure, intended purpose and the location of the building. Due to the unfavorable seismic location of the building, influence of an earthquake is taken into account, but only in the case of masonry walls. In the calculation of other structural elements, seismic load is not observed. Modelling of the structure is done by a computer program SAP2000, which is based on the finite element method. In the case of wooden and steel elements, mainly linear calculation model is used, while planar mathematical model (plate) was necessary to be created for
reinforced concrete elements, and beams were added to the same. Masonry wall was modelled only for the needs of the evaluation of bending moments that occur in the wall. In the phase of dimensioning, standards of Eurocode are used, while design resistance of elements is calculated with the help of MS Excel. Some of the formulas for calculating these resistances are gathered in the thesis, while for some, only their source is provided. In the conclusion of the thesis, some findings and solutions to specific problems are provided, which we have witnessed during the production of the thesis.