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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...
ID
Žula, Tomaž
(Comentor)
Files:
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
UDC:
624.014.2.04(043.2)
COBISS.SI-ID:
20280598
NUK URN:
URN:SI:UM:DK:BKT9XPFM
Publication date in DKUM:
11.08.2016
Views:
1052
Downloads:
171
Metadata:
Categories:
KTFMB - FG
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:
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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