The topic of this final paper is analysis of the steel structure of the hall in accordance with European standards. The geometric characteristics of the hall were defined and the loads were analyzed, with which the static calculation was carried out to determine the internal forces in the structural elements. The dimensioning of structural elements is based on the results of the static calculation in accordance with the load-bearing limit states. A check of the limit state of usability, i.e. deformation, was also made. Static analysis and dimensioning was carried out in the "Dlubal" computer program, which is based on the finite element method. The "Opterećenja" computer program was used for load analysis, and the "Idea StatiCA" computer program was used for connection calculations. The paper defines the basic terms related to prefabricated construction, the material steel itself, parts of the steel hall and the Dlubal program. The description of the hall, the overall analysis and calculation of the steel structure of the hall in accordance with European standards is presented with the help of the mentioned computer programs, and the calculation from the computer programs is compared with the traditional method of calculation.