Design of a Steel Manufacturing Hall : Undergraduate Thesis

Na temelju zadanih ulaznih podataka o lokaciji objekta, materijalu izrade, širini objekta i visini stupova, nagibu krovne plohe, razmaku okvira i visini rešetke dimenzionirana je glavna nosiva konstrukcija čelične hale, sekundarni nosači i spregovi. Dimenzioniranje je provedeno na mjerodavnu (kritičnu) kombinaciju djelovanja opterećenja (vlastita težina, dodatno stalno opterećenje, snijeg i vjetar) prema graničnom stanju uporabljivosti (GSU) i graničnom stanju nosivosti (GSN). Iznosi unutarnjih sila dobiveni su u računalnom programu „SCIA Engineer 19.1“.Based on the default input data about a location of object, construction material, object width and column height, the slope of the roof surface, frame spacing and height of the grating, our assignment is to design main supporting structure of the steel hall, secondary structure, bracings and foundations. The designing is implemented by applicable (critical) combination of load action (self weight, additional constant load, snow and wind) according to ultimate limit state (ULS) and serviceability limit state (SLS). The results of the internal forces were calculated in „SCIA Engineer 19.1“