The topic of this work is the static analysis of the football stadium roof located in the city of Pula, with floor plan dimensions 30.50x10.83m, height 2.50m with a roof slope of 10.22 °. Starting from the template of an existing roof, a construction model was made for which the static analysis was performed. In addition to the static analysis, the limit states of load-bearing capacity and the limit states of usability were performed according to the applicable standards. In modeling, attention was paid to the type of connection between the elements and the way of supporting the structure. Variable loads were analysed according to European standards for loads on structures EN 1991-1, as well as the effect of dead loads, metal elements and installations, while the weight of structural elements was taken into account by the computer program STAAD.Pro in which a static analysis was performed. Based on obtained data the limit states of load-bearing capacity and the limit states of usability were checked according to the European standards EN 1993-1-1.