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Title:RAČUNSKA ANALIZA JEKLENE VEČNADSTROPNE POSLOVNE STAVBE V CELJU
Authors:ID Arčon, Miha (Author)
ID Žula, Tomaž (Mentor) More about this mentor... New window
ID Kravanja, Stojan (Comentor)
Files:.pdf VS_Arcon_Miha_2012.pdf (12,06 MB)
MD5: D1E0A0F37F3ACB5BBF5908C3D8585EE0
PID: 20.500.12556/dkum/8b670c21-561e-41c9-8b9f-a284471a1c56
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Namen diplomskega dela je bil izvedba statične in dinamične analiza jeklene večnadstropne poslovne stavbe. Tlorisne dimenzije hale so 56.0 m x 17.0 m, višina v slemenu pa je 19.5 m. Izračun je bil izveden na podlagi znanih dimenzij jeklene stavbe. Kvaliteta jekla je za nosilce S 235, za stebre S 275 in za diagonale S 355. Vsi uporabljeni profili so 1. razreda kompaktnosti. Dimenzionirali smo jekleno konstrukcijo. Objekt je togo vpet 3D okvir v dvoetažno podzemno garažo, ki ni zajeta v izračunu. V izračunu smo upoštevali obtežbe snega, vetra, potresa in koristno obtežbo pripadajoče C kategorije ter pripadajočo lastno in stalno obtežbo po predpisih SIST EN 1990-1998. Na koncu so prikazani poraba jekla in stroški materiala za nosilno konstrukcijo.
Keywords:gradbeništvo, jeklene konstrukcije, jeklene stavbe, dimenzioniranje, analiza
Place of publishing:Maribor
Publisher:[M. Arčon]
Year of publishing:2012
PID:20.500.12556/DKUM-38322 New window
UDC:624.014.2(043.2)
COBISS.SI-ID:17266198 New window
NUK URN:URN:SI:UM:DK:ZRHMMMQ7
Publication date in DKUM:24.09.2012
Views:2030
Downloads:236
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:GLOBAL ANALYSIS OF MULTI-STOREY STEEL BUIDING IN CELJE
Abstract:The purpose of the diploma thesis is static and dynamic analysis of steel multi-storey office building. Layout dimensions hall are 56.0 m x 17.0 m, height is 19.5 m. The calculation was carried out based on the known dimensions of the steel building. Quality steel for beams are S 235, for columns S 275 and for diagonals S 355. All the profiles are first class compactness. We have dimensioned steel construction. The building is rigidly mounted in the two-level underground garage, which is not included in the calculation. The calculation takes into account snow loads, wind, earthquake and imposed load corresponding category C and its associated self-weight and permanent loads according to the regulations SIST EN 1990-1998. The steel consumption and cost of materials for the structure are shown in the end of diploma.
Keywords:civil engineering, steel structures, steel building, dimensioning, analysis


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