diplomsko delo visokošolskega študijskega programa
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;
Data
Language: |
Slovenian |
Year of publishing: |
2012 |
Typology: |
2.11 - Undergraduate Thesis |
Organization: |
UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture |
Publisher: |
[M. Arčon] |
UDC: |
624.014.2(043.2) |
COBISS: |
17266198
|
Views: |
1454 |
Downloads: |
176 |
Average score: |
0 (0 votes) |
Metadata: |
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Other data
Secondary language: |
English |
Secondary title: |
Global analysis of multi-storey building in Celje |
Secondary 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. |
Secondary keywords: |
civil engineering;steel structures;steel building;dimensioning;analysis; |
URN: |
URN:SI:UM: |
Type (COBISS): |
Undergraduate thesis |
Thesis comment: |
Univ. v Mariboru, Fak. za gradbeništvo |
Pages: |
XVI, 83 f. |
ID: |
8724792 |