The model represents a single-aisle steel sports hall designed for tennis and other sports activities, whose main load-bearing structure consists of truss girders. The sports hall includes a canopy for storage, changing rooms, and an entrance area. The study examines four variants of the truss geometry with respect to weight and stiffness. The load on the structure was designed according to ČSN EN, including snow and wind, while taking into account local climatic conditions and the self-weight of the roof covering and wall cladding. The structural analysis verified the ultimate limit state and serviceability limit state.