Structural calculation of steel warehouse with SCIA engineer software

Namen diplomskega dela je statični preračun ter dimenzioniranje jeklenega skladišča za domačo rabo in za možno oddajanje paletnih mest. Preračun smo izvedli v programskem paketu Scia Engineer 15.3, in sicer na podlagi predhodnih preračunov obremenitev ter podanih dimenzij same konstrukcije. Predhodni preračun je potekal po smernicah Evrokoda 1, ki je standard za obremenitve konstrukcij. Omenjeni preračun je pomenil osnovo za realizacijo projekta, torej za postavitev takšnega skladišča. Skladišče bi postavili doma ob že obstoječi objektsprva bi služilo za domače namene – rešitev za pomanjkanje prostora, kasneje pa mogoče kot skladišče okoliškim podjetjem, ki nimajo skladiščnih kapacitet. To idejo smo dobili zaradi vse večjega povpraševanja okoliških podjetij po skladiščih s prostimi paletnimi mesti. Želeli smo čim manj zahtevno izdelavo, zato smo se odločili za enostaven okvir enokapnice. Jekleni objekt bi namreč postavili poleg že obstoječega objekta. Glede na želje in statične preračune smo izbrali ustrezne nosilne profile. Vse je bilo statično dokazano in ne preobremenjeno.The purpose of my diploma thesis is to structurally calculate and properly dimension a steel warehouse for domestic use and the possibility of renting out pallet spaces. The calculation was done with the Scia Engineer 15.3 software. The calculation itself was based on transitional calculations of stresses and given dimensions of the construction itself, while the transitional calculation was based on the Eurocode 1 guidelines, which are a standard for structural stress. The whole calculation is my basis for erecting such a warehouse. It would be erected against a pre-existing facility and would serve as a storage space for our domestic needs, while maintaining the possibility of commercialisation of the warehouse for the needs of nearby businesses, which do not have sufficient storage capacities. I have stumbled across this idea, because there is a growing demand for warehouses with available pallet spaces. Pursuing the idea of a simplified design I have decided to make a simple one-pitch roof frame, as the steel structure would be built against an existing facility. Based on the wishes and structural calculations I have chosen the proper supporting beams. Naturally, everything has been calculated to withstand the structural stresses.