The first part of my thesis determines the external loads that, in addition to its own weight, act on the structure. The calculations took into account self weight, wind, snow and earthquake loading. Hereinafter I made the static calculations and comparison of different structural concepts of frames for the steel industrial shed. For further detailed analysis I chose structural design of the frame with three hinges, and a detailed analysis and design of elements was conducted. In the calculations of the frame
global geometrical imperfection was considered. The thesis also includes calculations of all secondary structures and foundations.