| | SLO | ENG | Cookies and privacy

Bigger font | Smaller font

Show document Help

Title:PREBOJ PRI ARMIRANOBETONSKIH KONSTRUKCIJAH
Authors:ID Španinger, Jernej (Author)
ID Kuhta, Milan (Mentor) More about this mentor... New window
Files:.pdf UNI_Spaninger_Jernej_2013.pdf (4,04 MB)
MD5: 721C74D62D8746C7CEA0D0B009480D11
 
Language:Slovenian
Work type:Diploma project paper
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Projektna naloga obravnava preboj pri armiranobetonskih konstrukcijah. Preboj je problem, ki se pojavi v večini etažnih konstrukcij, tako moramo biti na njega pozorni pri dimenzioniranju plošč in temeljev. Predstavljeni so načini dimenzioniranja proti preboju po standardih SIST EN 1992-1-1 in DIN EN 1992-1-1. Postopki so za lažje razumevanje prikazani na primerih, med katerimi je na koncu narejena tudi primerjava rezultatov.
Keywords:gradbeništvo, preboj, armatura, plošča, steber, temelj
Place of publishing:Pragersko
Publisher:[J. Španiniger]
Year of publishing:2013
PID:20.500.12556/DKUM-41756 New window
UDC:624.012.45
COBISS.SI-ID:18735382 New window
NUK URN:URN:SI:UM:DK:QCJPYTVI
Publication date in DKUM:04.09.2013
Views:5686
Downloads:512
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
ŠPANINGER, Jernej, 2013, PREBOJ PRI ARMIRANOBETONSKIH KONSTRUKCIJAH [online]. Bachelor’s thesis. Pragersko : J. Španiniger. [Accessed 21 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=41756
Copy citation
  
Average score:
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
(0 votes)
Your score:Voting is allowed only for logged in users.
Share:Bookmark and Share



Similar works from other repositories:

No similar works found

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:Punching shear in reinforced concrete structures
Abstract:Project work discusses punching shear in reinforced concrete structures. Punching shear is a problem, that mostly occurs in most multy-storey structures. To prevent it we have to take it in consideration during dimensioning slabs and foundations. The methods of dimensioning used to prevent shear puncing are presented according to standards SIST EN 1992-1-1 and DIN EN 1992-1-1. To facilitate understanding, procedures are presented through examples , among which is in the end made comparison of the results.
Keywords:civil engineering, shear punching, reinforcement, slab, column, foundation


Comments

Leave comment

You must log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back
Logos of partners University of Maribor University of Ljubljana University of Primorska University of Nova Gorica