| Popis: |
V magistrskem delu so izvedeni zasnova, globalna in potresna analiza ter dimenzioniranje petetažnega kovinskega poslovnega objekta tlorisnih dimenzij 17,5 m x 20 m in višine 20 m. Vertikalna stabilnost stavbe je zagotovljena je z jekleno konstrukcijo, ki je sestavljena iz šestih glavnih okvirjev, povezanih s sekundarnimi nosilnimi elementi. Stavba je poslovna in stoji v Ptuju, s čimer je določena njena obtežba z vetrom, snegom in potresom. Za zasnovo, statično analizo in dimenzioniranje sta uporabljena računalniška programa Autocad 18 in Dlubal Rfem 5.20.01. Za analizo vplivov na konstrukcijo in dimenzioniranje so upoštevani veljavni standardi od Eurocode SIST EN 1990 do SIST EN 1998. Dimenzionirani so vsi glavni in sekundarni elementi kovinske konstrukcije uporabljeni so HEA profili za stebre, HEB profili za nosilce v x smeri, IPE profili za nosilce v y smeri, RHS profili za elemente zavetrovanja in RD profili za strešno povezje. This master's thesis covers the designing the global, seismic analyses and dimensioning of a five-story business building, with the dimensions: 17.5 m x 20 m and 20 m (of height). The vertical resistance of the building is enabled by a steel structure composed of six mainframes, connected by secondary elements. The building is constructed for business use and is located in Ptuj. The wind, snow, and earthquake load are determined by that. For the designing, static analysis, and dimensioning, computer programs Autocad 18 and Dlubal Rfem 5.20.01. were used. For the analysis and dimensioning of the a five-story or building, Eurocode standards from SIST EN 1990 to SIST EN 1998 were used. All of the main and secondary elements of the steel structure are dimensioned. HEA profiles were used for the columns, HEB profiles for the beams in the x-direction, IPE profiles for the beams in the y-direction, RHS profiles for the side force couple elements and RD profiles for the roof braces. |
