20.500.12556/RUL-32502 Dimenzioniranje značilnih elementov nosilne konstrukcije več-etažnega poslovnega objekta v Logatcu diplomska naloga Design of a typical load-bearing structure of an more storey office building in Logatec V diplomski nalogi analiziramo in dimenzioniramo značilne elemente armiranobetonske nosilne konstrukcije več-etažnega poslovnega objekta, ki se nahaja v Logatcu. Horizontalno nosilno konstrukcijo obravnavanega objekta sestavljajo polne medetažne plošče in strešna plošča, vertikalno nosilno konstrukcijo pa prostorski okvirji in stene. Pri tem so obodni betonski okvirji zapolnjeni z zidanimi polnili. V analizi poleg stalnih in spremenljivih vplivov upoštevamo tudi potresni vpliv v horizontalni smeri. V programu SAP2000 (Computers and Structures, Inc., 2014) izdelamo dva idealizirana računska modela nosilne konstrukcije obravnavanega objekta. Prvi model služi za analizo in dimenzioniranje tipične medetažne plošče, drugi pa za analizo elementov vertikalne nosilne konstrukcije objekta. Zaradi velikih obremenitev v stenah pri delovanju potresnega vpliva izvedemo modifikacijo vertikalne nosilne konstrukcije objekta. Rezultate analize in dimenzioniranja značilnih elementov nosilne konstrukcije predstavimo z armaturni načrti, ki so del prilog k diplomski nalogi. In this thesis we analyse and design a typical load-bearing structure of an more storey office building, located in Logatec. The horizontal load-bearing structure of the concerned building consists of full interfloor plates and a roof plate, the vertical load-bearing structure consists of spatial frame constructions and walls. The spacings between the concrete frames is filled with brick walls. In the analysis of the structure in addition to permanent and variable impacts we also consider the seismic impact in the horizontal direction. In the commercial program SAP2000 (Computers and Structures, Inc., 2014) we design two different computational models of the load-bearing structure. The first model serves for the analyse and design or a typical interfloor plate, the second for the analyse of the vertical load-bearing structure. Because of big loads in the walls in influence of the seismic impact we have to perform a modification of the vertical model of the load-bearing structure. The results of the analyse and design of typical elements of the load-bearing structure are presented with reinforcement plans, which are a part of the annex of the thesis. gradbeništvo diplomska naloga VSŠ armirani beton nosilna konstrukcija dimenzioniranje standard Evrokod plošča stena greda steber graduation thesis geodesy reinforced concrete frame construction load-bearing structure design Eurocode standards plates walls beams columns true false false [G. Amon] Slovenski jezik Angleški jezik Diplomsko delo 2015-07-10 10:16:50 2015-07-10 10:16:50 2022-12-16 10:20:29 0000-00-00 00:00:00 2014 0 Ljubljana 2014 Ljubljana XVI, 106 str., 4 pril. 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.01:725(497.4Logatec)(043.2) 6848609 GRV506_Amon.pdf GRV506_Amon.pdf 1 9AA45E67D7D33202A17F9E023CA1E0F1 71c60be7b36c074b62a1e14a98b4a1ff07932cc738f3c428f28c4e8959e8b290 2865e7e2-a1ae-11eb-a523-00155dcfd717 20.500.12556/rul/b700d33a-f897-4356-bf3f-d9640215e92a https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=86005 Priloge.zip Priloge.zip 1 8B47075999C589CCF4A6820B7CFD571D ac0cebcccd18e818c9ae358dd5b70eb308a17fd2bc95e5d60c082baf09d76b31 067acd95-a1ae-11eb-a523-00155dcfd717 20.500.12556/rul/5b35c761-1212-44e8-bdbd-8be07516cdd8 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=85257 Fakulteta za gradbeništvo in geodezijo 0 0 0