Design of steel structure of cultural and educational center

U diplomskom radu proveden je statički proračun čelične konstrukcije te dimenzioniranje pripadajućih elementa i spojeva objekta kulturno edukativnog centra. Lokacija navedene građevine je grad Rijeka. Objekt je dvoosno simetričan sa tloctom pravokutnog oblika dimenzija 56,0 m x 35,0 m. Visina objekta jednaka je na krajevima i u sljemenu konstrukcije a iznosi 10,58 m, pri čemu je krovna konstrukcija ravan krov sa minimalnim potrebnim nagibom od 2,0 %. Primjenom propisa Eurocoda 1, Eurocoda 3 i hrvatskih Nacionalnih dodataka provedena je analiza objekta. Djelovanja promjenjivih opterećenja na konstrukciju analizirana su pomoću normi iz Eurocoda 1(EC1) te pomoću Nacionalnih dodataka za djelovanje snijega i vjetra za geografsko područje Hrvatske. Djelovanje stalnih opterećenja pokrova, obloge, instalacija određena su iz navedenih dodataka, dok je vlastita težina elemenata konstrukcije uzeta u obzir u programu Tower7. Dimenzioniranje elemenata kao i spojeva tih elemenata konstrukcije provodi se u skladu sa normama iz Eurocoda 3 (EC3). Statički proračun objekta i dimenzioniranje elemenata konstrukcije provodi se uz pomoć programa za statički i dinamički proračun i dimenzioniranje čeličnih konstrukcija Tower7. Svaki element konstrukcije kao i njegovi priključci se provjeravaju na granično stanje uporabivosti (GSU) uz uvijet mehaničke otpornosti elemenata i granično stanje nosivosti (GSN) uz uvjet stabilnosti svakog pojedinog elementa i spoja konstrukcije.My diploma thesis provides the static analysis of the steel structure and the dimensioning of the corresponding elements and joints of the building which presents a cultural and educational center. The listed building is located in the city of Rijeka. The object is biaxialy symmetrical with a rectangular shaped plan that includes dymensions of 56,0 m x 35,0 m. The height of the object is 9,80 m, and it is equal at the ends as well as at the ridge of the structure, taking into cosideration the roof construction that includes a flat roof with a minimum required inclination of 1,5%. The analysis of the facility was carried out using the Eurocode 0, Eurocode 1, Eurocode 3 and Croatian National annexes. The effects of variable structural load were analyzed using the Eurocode 1 (EC1) standard and the National annexes of snow and wind effects on the Croatian geographical area. The effects of continuous loads of cover, lining, and installation were determined from the aforementioned additions, while the own weight of the construction elements was taken into account in the Tower7 programme. The dimensioning of elements as well as the joints of these construction elements is carried out in accordance with Eurocode 3 (EC3) standards. The static analysis of the object as well as the dimensioning of the elements of the construction is carried out with the help of program Tower7 which is used for static and dynamic analysis and dimensioning of the steel structures. Each element of the construction as well as its connections are checked for the serviceability limit state (SLS) including the mechanical resistance of the elements and the limit state loads (LSL) including the stability of each element and the construction compound