Design of the Steel Roof of an Industrial Hall : Master's Thesis

Tema ovog diplomskog rada je proračunati glavne elemente čeličnog krova industrijske hale. Glavna nosiva konstrukcija se sastoji od višedjelnih čeličnih IPE profila (saćastih nosača) postavljenih na osnom razmaku od 3.35 m, a sekundarna konstrukcija od standardnih IPE nosača postavljenih na osnom razmaku od 2.0 m. Projekt se izvodi za halu tlocrtnih dimenzija 30.45 x 12.10 m sa jednostrešnim krovom nagiba 7%.Visina hale u strehi iznosi 5.0 m, a u sljemenu 5.85 m. Analiza konstrukcije je provedena računalnim programima Sciaengineer 2018 i Arcelomittal software.This thesis presents a design of main elements in the steel roof of an industrial hall. The main load bearing elements are steel IPE profiles (castellated beams) spaced every 3.35 m apart, while the secondary elements are standard IPE girders, spaced every 2.0 m. Design was carried out for a rectangular hall with dimensions 30.45 x 12.10 m, with one-sided roof with inclination of 7%. Height of the ridge of the structure is 5.85 m, while height of the eave is 5.0 m. Numerical modeling are structural analysis of the building was performed in Scia engineering 2018 and Arcelomittal software