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Title:Analiza odpornosti jeklene hale z mostnim žerjavom na lokaciji z visoko nadmorsko višino : diplomsko delo
Authors:ID Prelević, Danilo (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Žula, Tomaž (Comentor)
Files:.pdf VS_Prelevic_Danilo_2023.pdf (5,30 MB)
MD5: 7558319F87102BA3E9093F94C14B341B
 
Language:Slovenian
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V svojem diplomskem delu smo se posvetili analizi jeklene hale z vključeno žerjavno progo, pri čemer sem zajel statično analizo. Konkretno smo preučevali konstrukcijo jeklene hale, katere dimenzije znašajo 48,0 m x 25,0 m, z višino 10,0 m. Za izvedbo analize smo izhajail iz določenih dimenzij hale in specifikacij mostnega žerjava. Uporabili smo jeklo kakovosti S 355. V okviru naloge smo izvedli dimenzioniranje jeklene konstrukcije, talne plošče in tudi temelje. Dimenzije temelja so 2,5 m x 2,5 m, izdelan pa je bil iz armiranega betona C 25/30, pri čemer smo uporabili armaturo tipa B 500. Pri izračunih smo upoštevali obremenitve, ki jih povzročajo sneg, veter, delovanje žerjava ter potres, skladno s predpisi SIST EN 1990-1998. Kot zaključek naloge smo tudi predstavili količino porabljenega jekla ter strošek za izdelavo jeklene hale.
Keywords:gradbeništvo, jeklene konstrukcije, žerjavna proga, dimenzioniranje.
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[D. Prelević]
Year of publishing:2023
Number of pages:1 spletni vir (1 datoteka PDF (XII, 75 f.))
PID:20.500.12556/DKUM-85749 New window
UDC:624.014.2.04(043.2)
COBISS.SI-ID:173203715 New window
Publication date in DKUM:19.09.2023
Views:567
Downloads:75
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
PRELEVIĆ, Danilo, 2023, Analiza odpornosti jeklene hale z mostnim žerjavom na lokaciji z visoko  nadmorsko višino : diplomsko delo [online]. Bachelor’s thesis. Maribor : D. Prelević. [Accessed 14 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=85749
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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:10.09.2023

Secondary language

Language:English
Title:Resistance analysis of a steel hall with an overhead crane at a high altitute location
Abstract:In the diploma work, we focused on the analysis of a steel hall with an integrated crane runway, covering both static and dynamic analysis. Specifically, we examined the structure of a steel hall with dimensions of 48.0 m x 25.0 m and a height of 10.0 m. To perform the analysis, we based it on specified hall dimensions and overhead crane specifications. We used S 355 grade steel. Within the scope of the project, we conducted the dimensioning of the steel structure, floor slab, and the foundations. The foundation dimensions are 2.5 m x 2.5 m, constructed from reinforced concrete C 25/30, with the use of B 500 grade reinforcement. In the calculations, we considered loads caused by snow, wind, crane, and seismic effects, following the SIST EN 1990-1998 regulations. As a conclusion of the project, we also presented the quantity of consumed steel and cost of the steel structure.
Keywords:civil engineering, steel structures, crane runway beam, dimensioning.


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