The aim of bachleor thesis is design a static assessment of steel construction of sport hall. The floor dimensions of the building are 45x35m and the height of the construction above the ground is 17,7m. The main load- bearing construction is made of arched truss giders which are laid by pins on the concrete blocks. The range between these arched truss girders is 6m apart. The spatial rigidity of the construction is enshured with bracings and also with purlins. The front walls are formed by lattice columns that are articulated. The main elemenst of the construction are made of steel class S335 JR. Roof and front walls cladding is made of sandwich panels. Sport hall is situated in Brno