Structural Fire Analysis of a Prefabricated Steel Hall According to EN 1993-1-2

Zadatak diplomskog rada je požarna analiza nosive čelične konstrukcije montažne dvorane prema HRN EN 1993-1-2. Prvo je napravljena statička analiza i dimenzioniranje elemenata po linearnoj teoriji elastičnosti prvog reda u programskom paketu Tower 6 i Aspalathos Calculatoru prema normama EN 1993-1-1 za normalne temperature. Analiza požara je napravljena primjenom standardne krivulje, parametarske krivulje i lokaliziranog požara te je napravljena usporedba istih.
The topic of the Thesis concerns structural fire analysis of a prefabricated steel hall according to HRN EN 1993-1-2 rules. Static analysis and member design was conducted by using the principles of the first order linear elastic theory within the structural analysis programme Tower 6 and Apalathos Calculator. Design rules from EN 1993-1-1 were applied in the normal temperature member design. Fire analysis was conducted by applying the standard fire curve, parametric fire and localized fire model. Furthermore, a comparison of results obtained for each of the fire curves is given in the Thesis.