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Title:ANALIZA JEKLENE HALE 18X35 m NA TRAJNO IN POŽARNO STANJE
Authors:ID Rukav, Sebastijan (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Žula, Tomaž (Comentor)
Files:.pdf VS_Rukav_Sebastijan_2016.pdf (5,23 MB)
MD5: 105F40FEC00F505348E6BC0594CCDDE5
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V diplomskem delu je obravnavana analiza in dimenzioniranje jeklene hale na trajno in požarno stanje v skladu z danes veljavnimi prepisi. Predmet analize je jeklena hala dimenzij 18 x 35 m, ki je v celoti izdelana iz jekla S 355. Glavni okvir sestavljata dva stebra in strešni nosilec. Stabilnost v posameznih ravninah je zagotovljena s povezji. Prav tako je obravnavana fasadna podkonstrukcija, ki je izvedena iz stebrov in prečk. Pri računski analizi na požarno stanje je upoštevana požarna obremenitev R 90. Kot protipožarna zaščita je uporabljen premaz. Temelji hale so točkovni in so izdelani iz betona C 20/25. Analiza posameznih elementov hale je izvedena po EUROCODE standardih.
Keywords:jeklene konstrukcije, jeklena hala, trajno stanje, požarno stanje
Place of publishing:Maribor
Publisher:[S. Rukav]
Year of publishing:2016
PID:20.500.12556/DKUM-60662 New window
UDC:624.014.2.04(043.2)
COBISS.SI-ID:20280598 New window
NUK URN:URN:SI:UM:DK:BKT9XPFM
Publication date in DKUM:11.08.2016
Views:1052
Downloads:171
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
RUKAV, Sebastijan, 2016, ANALIZA JEKLENE HALE 18X35 m NA TRAJNO IN POŽARNO STANJE [online]. Bachelor’s thesis. Maribor : S. Rukav. [Accessed 21 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=60662
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Secondary language

Language:English
Title:ANALYSIS OF STEEL BUILDING 18X35 m ON PERMANENT AND FIRE STATUS
Abstract:The diploma thesis deals with an analysis and design of steel hall on the permanent and fire states in accordance with today's regulations. The analysed object is a steel hall of 18 x 35 m dimensions, which is fully made od S 355 steel. The main frame consists of two columns and a roof beam. Stability in the individual planes is provided by a bracing system. We also analyse a facade sub-construction, which is made from columns and rails. In the calculation analysis against the fire states it is considered fire load R 90. As a fire protection is applied coating. The hall foundations are spotty and made of concrete C 20/25. The analysis of individual hall elements is made by EUROCODE standards.
Keywords:steel structures, steel building, permanent state, fire state


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