20.500.12556/RUL-32378 Projekt pet etažne jeklene poslovne stavbe diplomska naloga Structural design of a five storey office building made in steel V diplomski nalogi je izdelana tehnična dokumentacija v obsegu projekta za pridobitev gradbenega dovoljenja. Narejen je statični izračun pet etažne jeklene poslovne stavbe v skladu s standardi Evrokod. Nosilna konstrukcija je zasnovana s prostorskimi okvirji, ki potekajo v vzdolžni in prečni smeri. Medetažna in strešna konstrukcija pa je zasnovana kot armirano betonska sovprežna plošča. Določene so stalne obtežbe, spremenljive obtežbe in nezgodne obtežbe, ki jih upoštevamo pri dimenzioniranju. Izračun notranjih statičnih količin je narejen s programom Scia Engineer 2012. Dimenzioniranje nosilne konstrukcije je izvedeno z nelinearno globalno analizo z upoštevanjem teorije drugega reda in geometrijskih nepopolnosti za statične obremenitve. Za potresne obremenitve je izvedena modalna analiza s spektri odziva. Konstrukcija je projektirana po metodi načrtovanja nosilnosti za konstrukcije z visoko stopnjo duktilnosti. Dimenzionirani so še tipični spoji in pasovni temelji, ter izvedena požarna analiza za požarni razred R 60. V okviru diplomske naloge so izdelani tudi dispozicijski načrti in načrti detajlov tipičnih spojev. The diploma thesis presents the technical documentation drawn up for the purposes of the project for building permit acquisition. The design of a five-storey office building was made in accordance with the Eurocode standards. The bearing structure is designed as steel space frames, which run in the longitudinal and transversal direction. Floor and roof structure is designed as a concrete composite slab. Permanent loads, variable loads, seismic and fire loads have been defined and considered in the design. The calculation of internal forces is made by means of the analysis and design software Scia Engineer 2012. The design of the bearing structure is performed by means of a non-linear global analysis by taking into account the second-order theory and geometrical imperfections. Modal response spectrum analysis was carried out in relation to seismic loads. The structure is designed in accordance with the capacity design rules for a high level of ductility. Further, typical joints and foundations have also been designed and fire analysis for fire resistance class R60 was carried out. Within the diploma thesis we have also made dispositional schemes and details of typical joints. diplomska naloga VSŠ-B gradbeništvo jeklena konstrukcija projektiranje Evrokod standardi statična analiaza modalna analiza požarna analiza čašasti temelj graduation thesis civil engineering steel structure design Evrocode standards static analysis modal analysis fire analysis pocket foundation true false false [G. Žitko] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2015-07-10 10:15:18 2015-07-10 10:15:18 2022-12-15 15:59:06 0000-00-00 00:00:00 2014 0 Ljubljana 2014 Ljubljana XVIII, 184 str., 12 pril. 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.014.2(497.4)(043.2) 6706017 BOG057_Zitko.pdf BOG057_Zitko.pdf 1 2814DF34AB6F4BECC9FA86BB18F3AC53 357e326d04d7ab7f7f9ffdfc451cc93b0a1f8827ae40893509f9c97b97d2eac1 2013fad6-a1ae-11eb-a523-00155dcfd717 20.500.12556/rul/f2091d06-3db9-4151-8bf4-595ea6fef964 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=85877 Fakulteta za gradbeništvo in geodezijo 0 0 0