GLOBAL ANALYSIS OF MULTI-STOREY STEEL BUIDING IN CELJE

Namen diplomskega dela je bil izvedba statične in dinamične analiza jeklene večnadstropne poslovne stavbe. Tlorisne dimenzije hale so 56.0 m x 17.0 m, višina v slemenu pa je 19.5 m. Izračun je bil izveden na podlagi znanih dimenzij jeklene stavbe. Kvaliteta jekla je za nosilce S 235, za stebre S 275 in za diagonale S 355. Vsi uporabljeni profili so 1. razreda kompaktnosti. Dimenzionirali smo jekleno konstrukcijo. Objekt je togo vpet 3D okvir v dvoetažno podzemno garažo, ki ni zajeta v izračunu. V izračunu smo upoštevali obtežbe snega, vetra, potresa in koristno obtežbo pripadajoče C kategorije ter pripadajočo lastno in stalno obtežbo po predpisih SIST EN 1990-1998. Na koncu so prikazani poraba jekla in stroški materiala za nosilno konstrukcijo.The purpose of the diploma thesis is static and dynamic analysis of steel multi-storey office building. Layout dimensions hall are 56.0 m x 17.0 m, height is 19.5 m. The calculation was carried out based on the known dimensions of the steel building. Quality steel for beams are S 235, for columns S 275 and for diagonals S 355. All the profiles are first class compactness. We have dimensioned steel construction. The building is rigidly mounted in the two-level underground garage, which is not included in the calculation. The calculation takes into account snow loads, wind, earthquake and imposed load corresponding category C and its associated self-weight and permanent loads according to the regulations SIST EN 1990-1998. The steel consumption and cost of materials for the structure are shown in the end of diploma