diplomsko delo visokošolskega strokovnega študijskega programa
Srečko Mernik (Author), Stojan Kravanja (Mentor), Tomaž Žula (Co-mentor)

Abstract

Namen diplomskega dela je statična in dinamična analiza jeklene hale. Dimenzije hale so 35,0 m x 21,0 m, višina pa je 12,50 m. Izračun je bil izveden na podlagi znanih dimenzij jeklene hale. Kvaliteta jekla je S 355, uporabljeni so profili 1. in 2. razreda kompaktnosti. Za medetažno konstrukcijo so uporabljene prefabricirane montažne plošče. Dimenzionirali smo jekleno konstrukcijo in temelje. Temelj je dimenzij 2,0 m x 2,0 m, zgrajen iz armiranega betona C 25/30 in armature S 500. V izračunu smo upoštevali obtežbe snega, vetra in potresa po predpisih SIST EN 1990-1998.

Keywords

gradbeništvo;jeklene konstrukcije;dimenzioniranje;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher: [S. Mernik]
UDC: 624.014(043.2)
COBISS: 17698582 Link will open in a new window
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Downloads: 168
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Other data

Secondary language: English
Secondary title: THREE-STOREY BUSINESS STEEL BUILDING 21 X 35 M
Secondary abstract: The purpose of the thesis is static and dynamic analysis of a steel hall. The hall’s dimensions are 35,0 m x 21,0 m with the height of 12,50 m. The calculation was based on the known dimensions of the steel hall. The quality of steel is S 355, the profiles used are of the 1st and 2nd class compactness. Prefabricated mounting plates are used for floor constructions. Steel construction and foundations were being dimensioned, the latter of 2,0 m x 2,0 m, built from reinforced concrete C 25/30 and reinforcement S 500. According to the regulations BS EN 1990-1998, snow load, wind and earthquake were taken into account at the calculations.
Secondary keywords: civil engineering;steel structures;dimensioning;
URN: URN:SI:UM:
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Mariboru, Fak. za gradbeništvo
Pages: XII, 107 f.
ID: 8726269
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