Design of the roof steel structure of the swimming pool

Tema ovog završnog rada bila je provesti analizu i proračun odnosno dimenzioniranje svih elemenata krovne rešetkaste čelične konstrukcije plivačkog bazena prema Eurocode–u 3, HRN EN 1993. Djelovanja na konstrukciji izračunata su u skladu sa propisima EC1 i prema Nacionalnom dodatku koja su temeljena na podacima o geografskom položaju. Statički proračun konstrukcije proveden je računalnim programom Tower 4.3.7 dok je dimenzioniranje elemenata provedeno ručno. Dimenzioniranje elemenata privedeno je za granično stanje nosivosti (GSN) i granično stanje uporabljivosti (GSU). Ponašanje krovne konstrukcije te dobivene rezultate koje smo dobili u analizi u stalnoj projektnoj situaciji sa svim karakterističnim opterećenjima su cilj ovog završnog rada. Mehaničku otpornost i stabilnost moraju zadovoljiti svi elementi.The theme of this final work was to analyze and calculate the dimension of all the elements of the swimming pool roof grid of the steel according to Eurocode 3, HRN EN 1993. Actions on structures were calculated, according to EC 1 and according to the National Annex based on data on geographic position. The static calculation of the construction was carried out by the computer program Tower 4.3.7 while the dimensioning of the elements was carried out manually. Dimensioning of the elements is provided for the Ulimitate limit states and the Serviceability limit states. The behavior of the roof structure and the results obtained in the analysis of the permanent project situation with all the characteristic loads are the aim of this final work. Mechanical resistance and stability must be satisfied by all the elements