Design of Steel Warehouse Business Structure

U ovom diplomskom radu dimenzionirana je čelična hala skladišno – poslovne namjene u Barbanu. Građevina je u tlocrtu pravokutnog oblika, a sastoji se od prizemne etaže u kojoj su predviđeni skladišni prostori te 1. kata gdje su predviđeni poslovni prostori. Konstrukcija je dimenzionirana u programskom paketu Tower 8.4. prema prethodno izračunatim opterećenjima. Provedeno je dimenzioniranje glavnih okvira, sekundarnih elemenata konstrukcije te nadstrešnice, sve prema važećim europskim normama i nacionalnom dodatku. Kao provjera dobivenih rezultata provedeno je i dimenzioniranje na „ruke“ za jedan stup i jednu gredu. Priključci su dimenzionirani u programskom paketu IDEA StatiCa 21.1., te je provedena analiza za tri karakteristična priključka: priključak stupa na temelj, priključak stupa i grede i priključak stupa prve i druge etaže na gredu. U zaključku je prikazana tablična analiza iskorištenosti elemenata prema provjerama za granično stanje nosivosti i granično stanje uporabivosti.In this Master thesis, steel warehouse for storage - business purposes in Barban has been dimensioned. The building has rectengular floor plan, and consists of a ground floor with storage spaces and 1st floor for business premises. The structure is dimensioned in the Tower 8.4 software package. according to previously calculated loads. Dimensioning of the main frames, secondary elements of the structure and the canopy was carried out, all according to valid European standards and the national supplement. As a check of the obtained results, the dimensioning was carried out by "hands" for one column and one beam. The connections are dimensioned in the program package IDEA StatiCa 21.1., and an analysis was carried out for three characteristic connections: the connection of the column to the foundation, the connection of the column and the beam, and the connection of the column of the first and second floors to the beam. In the conclusion, a tabular analysis of the utilization of elements according to checks for the limit state of load capacity and the limit state of usability is presented