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Title:Dimenzioniranje dvonadstropne jeklene hale : diplomsko delo
Authors:ID Žnidar Koprivnik, Jan (Author)
ID Žula, Tomaž (Mentor) More about this mentor... New window
ID Kravanja, Stojan (Comentor)
Files:.pdf VS_Znidar_Koprivnik_Jan_2026.pdf (3,74 MB)
MD5: 41B681D3FD2526DD091E6D15D5374D46
 
.zip VS_Znidar_Koprivnik_Jan_2026.zip (397,79 KB)
MD5: 6D66306014ECFBBD2F606B4A8C5E7544
 
Language:Slovenian
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Zaključno delo obravnava dimenzioniranje dvonadstropne jeklene hale, locirane v Celju. Objekt je zasnovan kot industrijska hala s tlorisnimi dimenzijami 20 × 60 m in višino 12 m. Pritličje je namenjeno skladiščni dejavnosti, nadstropje pa pisarniškim prostorom. Konstrukcijski sistem temelji na jeklenih okvirjih s strešnim paličjem, etažnih jeklenih nosilcih ter prednapetih votlih betonskih ploščah. Obtežbe so določene v skladu s standardi SIST EN 1990 in EN 1991, dimenzioniranje jeklenih elementov poteka po SIST EN 1993, potresna analiza pa upošteva zahteve SIST EN 1998. Statična analiza je izvedena z računalniškim programom SAP2000 na dvodimenzionalnem modelu tipičnega glavnega okvirja. Glavna pozornost je namenjena razumevanju obnašanja konstrukcije pod različnimi obtežnimi kombinacijami ter izbiri ustreznih jeklenih profilov za stebre, etažne nosilce in elemente paličnega nosilca. Posebej so obravnavani ključni konstrukcijski spoji ter zasnova točkovnih temeljev.
Keywords:gradbeništvo, jeklena konstrukcija, dimenzioniranje, Evrokodi, paličje
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[J. Žnidar Koprivnik]
Year of publishing:2026
Number of pages:1 spletni vir (1 datoteka PDF (XIV, 80 str.))
PID:20.500.12556/DKUM-99507 New window
UDC:624.014.2:624.04:006.77(043.2)
COBISS.SI-ID:290527235 New window
Publication date in DKUM:31.08.2026
Views:122
Downloads:29
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:18.08.2026

Secondary language

Language:English
Title:Design of a two-storey steel hall
Abstract:The thesis addresses the design of a two-storey steel hall located in Celje, Slovenia. The structure is conceived as an industrial hall with plan dimensions of 20 × 60 m and a height of 12 m. The ground floor is intended for warehouse use, while the upper floor serves as office space. The structural system consists of steel frames with a roof truss, intermediate steel beams and prestressed hollow-core concrete slabs. Loads are determined in accordance with SIST EN 1990 and EN 1991, steel element design follows SIST EN 1993, and seismic analysis complies with SIST EN 1998. Structural analysis is performed using SAP2000 software on a two-dimensional model of a typical transverse frame. Special attention is given to understanding structural behaviour under different load combinations, the selection of appropriate steel profiles for columns, floor beams and truss members, and the design of key structural connections and isolated foundations
Keywords:civil engineering, steel structure, design, Eurocodes, truss


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