Calculating a Timber Structure of a Truss Roof : Undergraduate Thesis

Završni rad na temu ''Proračun drvene konstrukcije rešetkastog krovišta'' analizira nosivu konstrukciju i spojeve za konstrukciju raspona 19,2 x 45,0 m u Osijeku, na nadmorskoj visini do 100 m. Na konstrukciju djeluju stalna opterećenja kao i promjenjiva, poput snijega i vjetra. U radu su detaljno opisani postupci dimenzioniranja nosive konstrukcije i spojeva. Kroz provedenu kontrolu graničnog stanja nosivosti i uporabljivosti, utvrđena je usklađenost kontrukcije s propisanim zahtjevima EC5. Posebna pažnja posvećena je proračunu nosivosti konstrukcije i spojeva na požar od 30 minuta. Na kraju, izrađeni su nacrti i detalji spojeva konstrukcije.The final thesis on the topic of calculating a timber structure of a truss roof analyzes the load-bearing structure and connections for a span of 19,2 x 45,0 m in Osijek, at an elevation of up to 100 m. The structure is subjected to both permanent loads and variable loads, such as snow and wind. The thesis provides a detailed description of the procedures for dimensioning the load-bearing structure and joints. Through a conducted verification of the ultimate limit state and serviceability, the compliance of the structure with the prescribed requirements of EC5 has been established. Special attention is given to the calculation of the load-bearing capacity of the structure and joints in a 30-minute fire scenario. In the end, drawings and details of structural joints were made