20.500.12556/RUL-97638 Projekt enoetažne industrijske hale Project of one-storey industrial hall V diplomski nalogi je narejena kontrola starejše jeklene hale, ki je bila sprva enoetažna, kasneje pa ji je bila vgrajena dodatna etaža. Uradno dokumentacijo smo pridobili samo za prvotno stanje hale, zato so bili elementi dodatne etaže izmerjeni, nekateri deli pa predpostavljeni. Najprej so bili določeni vplivi na konstrukcijo. Fasadne lege so bile preverjene v ravninskem modelu, globalna analiza pa je bila narejena v prostorskem modelu. Ugotovljeno je bilo da prvotno stanje objekta ustreza zahtevam novih standardov. Nato sem preveril, obstoječe stanje objekta ob predpostavki uporabe etaže. Izkaže se, da je projekt potrebno dodatno zavetrovati v ravnini etaže ter dodati podpore za prenos sile iz strešne ravnine v glavne stebre konstrukcije. Popravki so v nalogi tudi predstavljeni. Prikazana je tudi kontrola nekaterih spojev. Na koncu sem preveril tudi nosilnost temeljnih tal objekta. Izkaže se, da temelj ni primeren za prevzem potresne obtežbe. This diploma thesis represents the analysis of older steel hall. At first it was one-storey hall, later a floor was added. The official documentation was obtained just for its original state, so the elements of the additional floor were measured, while some parts were assumed. At first the effects on the structure were determined. The verefication of side rails was made in planar model, while global analysis was made in spacial model. It was found that the original condition of the building meets the requirements of the new standards. Then the curent state of the building was checked with assuming the use of the floor. It turns out that we need additional horizontal stabilization in the plane of the floor and that we need to add supports for the transfer of force from the roof plane to the main pillars of the structure. The corrections are also presented in the thesis. Control of some joints is also shown. I also checked the load capacity of the foundation ground of the building. It turns out that the foundation is not suitable for the seismic load. jeklena konstrukcija statična analiza Evrokod 3 Evrokod 8 steel construction static analysis Eurocode 3 Eurocode 8 true false false Slovenski jezik Angleški jezik Diplomsko delo/naloga 2017-10-31 07:15:29 2017-10-31 07:15:33 2023-01-31 03:47:44 0000-00-00 00:00:00 2017 0 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 1970-01-01 129618 964.pdf 964.pdf 1 6B297FAEEDC916DD4D67C6C5E7BDCB1C 3e6a3106c42a815b9b219566faab6a3903d1fe2b02e88f9faaefd2ca4e26cafa 96c79700-a08b-11ed-9c94-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=166192 965.pdf 965.pdf 1 A74BFE7D971A58D3FEBBC9209C0AC119 d9f5d7ac69865e8dc1d41c5b4302b2ab4845a54c57f83bb3f78da11698f9dd2a 3c7c6c9e-a1b4-11eb-a523-00155dcfd717 20.500.12556/rul/317d2225-b405-429d-a000-4743a4a9d92b https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=106696 966.pdf 966.pdf 1 C2B8B8A10202495B8671A76010660D01 501dfd891be65cb0835bb4a323e8702411c4c859ca4e5d427aacb5b4a23f15f1 3c8d1b48-a1b4-11eb-a523-00155dcfd717 20.500.12556/rul/acc29a70-61f9-4940-a669-47b204e0eccd https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=106697 967.pdf 967.pdf 1 25587E78C086AE4B51ACC8CC5F516C15 2ca553a9b1803bd040c448978cb99aa42390c8a82efdc1e8ce6aa41ad3103e0f 3c9dd536-a1b4-11eb-a523-00155dcfd717 20.500.12556/rul/f7ad8434-7385-4970-bba8-dc8fabdee180 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=106698 964.pdf 964.pdf 1 6B297FAEEDC916DD4D67C6C5E7BDCB1C 3e6a3106c42a815b9b219566faab6a3903d1fe2b02e88f9faaefd2ca4e26cafa 5b1bd4cb-a08b-11ed-9c94-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=166191 Fakulteta za gradbeništvo in geodezijo 0 0 0