Abstract: The paper presents the structural design of a toll station building on the highway. The subject building consists of two different types of structures, a reinforced concrete skeleton structure of ground floor with a flat roof and a steel structure of the canopy. Two reinforced concrete columns that support the canopy rise above the flat ground floor building. This is also the connection between the concrete and steel structure. All structural elements are calculated according to the current Eurocode regulations and National Annexes.
Keywords: construction, reinforcement, steel sections, load, bearing capacity, serviceability