Cilj ovoga diplomskog rada je dimenzioniranje glavnih elemenata čeliče hale s kraskim nosače prema HRN EN 99 i HRN EN 99 normama. Hala je dužine 40,0 m i širine 30,0 m te ukupne osne visine 8,0 m. Glavnu nosivu konstrukciju čine šest okvirnih nosača s međusobni razmakom od 8,0 m. Prvi dio diplomskog rada odnosi se na proračun nosača kranske staze prema zadanim parametrima. Proračunate su vrijednosti vertikalnih i horizontalnih sila, nastalih djelovanjem krana, koje se prenose na glavni nosač. Napravljena je analiza opterećenja snijega i vjetra za lokaciju čeliče hale. Nakon toga dimezioirana je podrožnica, glavni nosač i spregovi. Posljednji dio rada se odnosi na proračun vijčanog spoja stupa i grede te spoja u sljemenu.

The purpose of this thesis is to design the main elements of steel hall with crane girder according to HRN EN 1991 and HRN EN 1993 standards. Hall dimensions are length 40,0 m, width 30,0 and total height 8,0 m. The main load bearing steel construction is made of six portal frames with 8,0 m distance between them. The first part of thesis deals with crane girder analysis by specified parameters . Values of vertical and horizontal forces incurred by a crane , which are transmitting to portal frame, have been calculated. Thesis contains an load analysis of snow and wind for the location of steel hall. After that comes design of purlins, design of steel portal frame and design of bracings. The last part of the thesis refers to the calculation of the bolted connection column-beam and apex connection.