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Title:Jeklena enonadstropna hala s previsom 20 x 9 m : projektna naloga
Authors:ID Hojnik, Jan (Author)
ID Žula, Tomaž (Mentor) More about this mentor... New window
Files:.pdf UN_Hojnik_Jan_2020.pdf (3,44 MB)
MD5: CA54E0CF93E05F9E095A818672F18AA7
PID: 20.500.12556/dkum/22c179c7-1b5d-4414-9865-6f9f20b3dfb0
 
Language:Slovenian
Work type:Diploma project paper
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Projektna naloga vsebuje proces celotne analize jeklene konstrukcije dimenzij 20 m x 12 m. Pridobivanje osnovnih vhodnih podatkov glede lokacije objekta ter namembnosti, na podlagi katerih je posledično izveden izračun projektnih vrednosti stalnih in spremenljivih obtežb, kot je prikazano v nalogi. Zatem je opravljen izračun notranjih statičnih količin; uporabljeno je programsko orodje TOWER 8 ter dimenzioniranje konstrukcije. Vsi postopki so bili izvedeni v skladu s Evrokodi.
Keywords:gradbeništvo, jeklena hala, obtežbe, Tower, dimenzioniranje.
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[J. Hojnik]
Year of publishing:2020
Number of pages:VIII, 39 f.
PID:20.500.12556/DKUM-77843 New window
UDC:624
COBISS.SI-ID:50417667 New window
NUK URN:URN:SI:UM:DK:WAYGGDCN
Publication date in DKUM:17.09.2020
Views:1801
Downloads:218
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:16.09.2020

Secondary language

Language:English
Title:Steel single storey hall with a cantilever 20 x 9 m
Abstract:The project task contains the whole process of analysis regarding a steel construction with dimensions 20 m x 12 m. Acquiring basic initial data regarding the location of the hall and the purpose of it in turn allows us to perform the calculation of permanent and variable loads, as shown in the project. This is followed by the calculation of internal forces. The TOWER 8 programming tool was used, as well as the dimensioning of the construction. All of the procedures were performed according to the Eurocode standards.
Keywords:civil engineering, steel hall, loads, Tower, dimensioning.


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