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Title:
SPOJI V JEKLENIH KONSTRUKCIJAH
Authors:
ID
Pesek, Daniel
(Author)
ID
Kravanja, Stojan
(Mentor)
More about this mentor...
ID
Šilih, Simon
(Comentor)
Files:
VS_Pesek_Daniel_2016.pdf
(2,11 MB)
MD5: 56AED0E2504B89A11EF1CC2FBB651405
Language:
Slovenian
Work type:
Undergraduate thesis
Typology:
2.11 - Undergraduate Thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Diplomska naloga obravnava dimenzioniranje spojev v jeklenih konstrukcijah v skladu s SIST EN 1993-1-8. Poudarek je predvsem na varjenih in vijačenih spojih, ki se v praksi najpogosteje uporabljajo. Dodatno so predstavljene določene, najbolj uporabne predpostavke za poenostavljeno dimenzioniranje spojev v skladu z Eurocode standardi. Dimenzioniranje spojev je prikazano z izračuni primerov, ki so izbrani tako, da za vsak primer prikažemo dve možni rešitvi spojitve. Na podlagi teh so nato razvidne prednosti in slabosti izbrane tehnike spajanja pri prenosu sil oziroma napetosti.
Keywords:
gradbeništvo
,
jeklene konstrukcije
,
spoji
,
dimenzioniranje
Place of publishing:
Celje
Publisher:
[D. Pesek]
Year of publishing:
2016
PID:
20.500.12556/DKUM-60905
UDC:
624.014.2(043.2)
COBISS.SI-ID:
20186646
NUK URN:
URN:SI:UM:DK:SM4Y7QKI
Publication date in DKUM:
12.08.2016
Views:
2151
Downloads:
376
Metadata:
Categories:
KTFMB - FG
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:
PESEK, Daniel, 2016,
SPOJI V JEKLENIH KONSTRUKCIJAH
[online]. Bachelor’s thesis. Celje : D. Pesek. [Accessed 26 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=60905
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Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.
Secondary language
Language:
English
Title:
CONNECTIONS IN STEEL STRUCTURES
Abstract:
This diploma thesis discusses the dimensioning process for structural steel connections in accordance with reference standards given in SIST EN 1993-1–8. To a large extent, the focus was placed on welded and screw joints, which are most common in practice. Furthermore, specific and the most useful assumptions for the simplified dimensioning of joints in accordance with the Eurocode standards are presented. The dimensioning process for structural steel connections is illustrated with calculations on a case basis, selected in such a way that for every case, two possible joint solutions are presented. Based on these, advantages and disadvantages of the selected joining technique with regard to force and tension distribution are showcased.
Keywords:
civil engineering
,
steel structures
,
structural steel connections
,
dimensioning
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