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Title:Dvonadstropna jeklena hala 20X50 m
Authors:ID Pražnikar, Aljaž (Author)
ID Žula, Tomaž (Mentor) More about this mentor... New window
ID Kravanja, Stojan (Comentor)
Files:.pdf VS_Praznikar_Aljaz_2016.pdf (8,66 MB)
MD5: 0F1465D7CA2055DC61384559EAE3775F
 
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 statična in dinamična analiza dvonadstropne jeklene hale, dolžine 50m, širine 20m in višine 12m. Za izvedbo hale bomo v celoti uporabili jekleni material kvalitete S235, uporabljeni so profili 1. in 2. kompaktnostnega razreda. Jeklena hala leži na armirano betonskih točkovnih temeljih. S pomočjo programskega paketa TOWER 7, smo preračunali jekleno halo, ter na podlagi izračuna izbrali ustrezne prereze. Za statično analizo in dimenzioiranje so uporabljeni standardi EUROCODE.
Keywords:gradbeništvo, jeklene konstrukcije, dimenzioniranje, hale
Place of publishing:[Maribor
Publisher:A. Pražnikar
Year of publishing:2016
PID:20.500.12556/DKUM-62723 New window
UDC:624.014.2.04(043.2)
COBISS.SI-ID:20472342 New window
NUK URN:URN:SI:UM:DK:979YOFLG
Publication date in DKUM:12.10.2016
Views:2284
Downloads:298
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
PRAŽNIKAR, Aljaž, 2016, Dvonadstropna jeklena hala 20X50 m [online]. Bachelor’s thesis. Maribor : A. Pražnikar. [Accessed 23 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=62723
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Secondary language

Language:English
Title:Two-storey hall 20X50 m
Abstract:The purpose of the thesis is static and dynamic analsys of the two-storey steel hall, which is 50m length, 20m width and 12m height. The hall will be completely made of steel grade S235, and we are going to use the profiles from 1st and 2 nd class compactness. The reinforced concred pad is used for the fondation of the steel hall.With the help of the program package Tower 7, we calculated the steel hall, and based on the calculations, we choose the appropriate sections. For static analysis and dimensidning we used Eurocode standards.
Keywords:civil engineering, steel structures, dimensioning, hall


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