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Title:RAČUNSKA ANALIZA RAZGLEDNEGA STOLPA NA ROGLI
Authors:ID Zavšek, Matija (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Visočnik, Boris (Comentor)
Files:.pdf VS_Zavsek_Matija_2011.pdf (7,18 MB)
MD5: 67DCC6E41C1D0ED74ABC28B2C37C5BBA
PID: 20.500.12556/dkum/f642a914-42f1-483b-a98c-98ce691c825a
 
Language:Slovenian
Work type:Undergraduate thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Namen diplomskega dela je bil izdelati 3D računsko analizo že obstoječega razglednega stolpa na Rogli višine 30 m. Najprej sem se lotil 3D izrisa konstrukcije v programu Tower. V nadaljevanju sem naredil analizo obtežb po standardu Evrokod 1, katere podatke sem uporabil za izračun konstrukcije jeklenega stolpa v že omenjenem statičnem programu. Na podlagi rezultatov sem preveril prereze po mejnem stanju nosilnosti in uporabnosti, pri čemer sem uporabil standard Evrokod 3. Po končanih izračunih sem preveril izkoriščenost elementov in preobremenjene elemente ojačal ali pa izbral močnejše namesto njih.
Keywords:gradbeništvo, jeklene konstrukcije, analiza konstrukcij, dimenzioniranje, jekleni stolp
Place of publishing:Maribor
Publisher:[M. Zavšek]
Year of publishing:2011
PID:20.500.12556/DKUM-17568 New window
UDC:624.97.014.2(043.2)
COBISS.SI-ID:15072022 New window
NUK URN:URN:SI:UM:DK:CG5BVRQ2
Publication date in DKUM:08.03.2011
Views:3810
Downloads:358
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:CALCULATING ANALYSIS OF THE ROGLA TOWER
Abstract:The purpose of the diploma was to calculate the 3D analysis of the existing tower on Rogla, of 30 m height. First, I drew 3D structure in the program Tower. Then I performed an loads analysis by considering the standard Eurocode 1, whose data I used for the calculation of the steel tower structure in the above mentioned program. Then I checked cross – sections following the ultimate limit state and seviceability limit state, according to Eurocode 3. After the completion of the calculations I checked the utilisation of elements and I strengthened the overloaded elements or choose stronger items instead of them.
Keywords:Civil engineering, steel structures, structural analysis, dimensioning, steel tower


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