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Title:DIMENZIONIRANJE JEKLENE HALE 25 X 48 X 10 M NA POŽARNO PROJEKTNO STANJE
Authors:ID Prelec, Jaka (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Hozjan, Tomaž (Comentor)
Files:.pdf MAG_Prelec_Jaka_2015.pdf (2,84 MB)
MD5: 9CFFFF757A133348B6C67F27495557F8
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:To magistrsko delo, s pomočjo predpisov Republike Slovenije in Evrokod standardov obravnava požarno projektiranje jeklene skladiščne hale. S pomočjo pravilnikov, ki so v veljavi, se za izbrano halo določijo in izvedejo požarni ukrepi, ki glede na zahtevano požarno odpornost gradbenim elementom konstrukcije določijo nosilnost v požarnem projektnem stanju. Za namen dimenzioniranja na požar se določita dva projektna požara, od katerih prvega določa standardna požarna krivulja ISO 834, drugega pa se določi s pomočjo conskega požara, izračunanega v programu Ozone V2. Gradbeni nosilni elementi, ki nato dimenzionirajo, so steber in paličen nosilec ter stik med njima. Za oba projektna požarna stanja se določi zahtevana debelina izolativnega materiala Promatect 200.
Keywords:gradbeništvo, jeklena hala, požarno projektno stanje, dimenzioniranje, analiza
Place of publishing:Maribor
Publisher:[J. Prelec]
Year of publishing:2015
PID:20.500.12556/DKUM-47786 New window
UDC:624.014.2
COBISS.SI-ID:18769174 New window
NUK URN:URN:SI:UM:DK:UJV7Q1EL
Publication date in DKUM:24.04.2015
Views:2102
Downloads:414
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:DESIGN OF STEEL HALL 25 X 48 X 10 M ON FIRE DESIGN SITUATION
Abstract:The subject of this master thesis is a fire analysis development for a steel hall warehouse in accordance with Slovenian regulations and Eurocode standards. These regulations help to determine and execute measures against fire and minimum fire resistance of structural elements in fire design situation. For the purpose of fire analysis two mathematical fire models are set up: first being the standard fire curve ISO 834, while the second fire curve is calculated as a zone fire by using Ozone V2 software. Structural elements that will be designed are the column and the multiframed beam that form the main frame as well as their joint connection. Appropriate thickness of fire insulation Promatect 200 will be calculated for both fire design situations.
Keywords:civil engineering, steel hall, fire design situation, dimensioning, analysis


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