Your browser does not allow JavaScript!
JavaScript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
|
|
SLO
|
ENG
|
Cookies and privacy
DKUM
EPF - Faculty of Business and Economics
FE - Faculty of Energy Technology
FERI - Faculty of Electrical Engineering and Computer Science
FF - Faculty of Arts
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
FKBV - Faculty of Agriculture and Life Sciences
FKKT - Faculty of Chemistry and Chemical Engineering
FL - Faculty of Logistic
FNM - Faculty of Natural Sciences and Mathematics
FOV - Faculty of Organizational Sciences in Kranj
FS - Faculty of Mechanical Engineering
FT - Faculty of Tourism
FVV - Faculty of Criminal Justice and Security
FZV - Faculty of Health Sciences
MF - Faculty of Medicine
PEF - Faculty of Education
PF - Faculty of Law
UKM - University of Maribor Library
UM - University of Maribor
UZUM - University of Maribor Press
COBISS
Faculty of Business and Economic, Maribor
Faculty of Agriculture and Life Sciences, Maribor
Faculty of Logistics, Celje, Krško
Faculty of Organizational Sciences, Kranj
Faculty of Criminal Justice and Security, Ljubljana
Faculty of Health Sciences
Library of Technical Faculties, Maribor
Faculty of Medicine, Maribor
Miklošič Library FPNM, Maribor
Faculty of Law, Maribor
University of Maribor Library
Bigger font
|
Smaller font
Introduction
Search
Browsing
Upload document
For students
For employees
Statistics
Login
First page
>
Show document
Show document
Title:
PROJEKTIRANJE AB KONTINUIRNEGA NOSILCA
Authors:
ID
Balažič, Simon
(Author)
ID
Kuhta, Milan
(Mentor)
More about this mentor...
ID
Klobučar, Aljoša
(Comentor)
Files:
VS_Balazic_Simon_2011.pdf
(6,25 MB)
MD5: 1A9F55F734BE362E796D032CBD66CA12
PID:
20.500.12556/dkum/d97f274e-b40f-44f9-8707-216c35c4ec0f
Language:
Slovenian
Work type:
Undergraduate thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Diplomsko delo obravnava projektiranje armirano betonskega kontinuirnega nosilca čez dve polji. Prikazan je celoten postopek dimenzioniranja po mejnem stanju nosilnosti in mejnem stanju uporabnosti. Uporabili smo različne metode izračuna, po katerih lahko dimenzioniramo armirano betonske konstrukcije in jih preverili s pomočjo programa za dimenzioniranje Tower 6. Upoštevali smo predpise, ki jih podaja slovenski standard SIST Evrokod.
Keywords:
gradbeništvo
,
armirani beton
,
nosilec
,
statični izračun
,
dimenzioniranje
,
armaturni načrt
Place of publishing:
Ljutomer
Publisher:
[S. Balažič]
Year of publishing:
2011
PID:
20.500.12556/DKUM-19850
UDC:
624.072.2(043.2)
COBISS.SI-ID:
15321110
NUK URN:
URN:SI:UM:DK:LCOS2STT
Publication date in DKUM:
01.09.2011
Views:
5164
Downloads:
1202
Metadata:
Categories:
KTFMB - FG
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago 17th Author-Date
Harvard
IEEE
ISO 690
MLA
Vancouver
:
BALAŽIČ, Simon, 2011,
PROJEKTIRANJE AB KONTINUIRNEGA NOSILCA
[online]. Bachelor’s thesis. Ljutomer : S. Balažič. [Accessed 22 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=19850
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:
Similar works from our repository:
Jeklena hala 35 x 48 m s paličnimi nosilci na polnostenskih stebrih iz jekla Fe 360 in mostnim žerjavom nosilnosti 100 kN
Jeklena hala 35 X 48 m s paličnimi nosilci na polnostenskih stebrih iz jekla Fe 510 in mostnim žerjavom nosilnosti 100 KN
Jeklena hala 35 x 46 m s paličnimi nosilci na polnostenskih stebrih iz jekla Fe 430 in mostnim žerjavom nosilnosti 100 KN
Jeklena hala 25 X 48 m s paličnimi nosilci in stebri iz jekla Fe 360 in mostnim žerjavom nosilnosti 100 KN
Jeklena hala 40 X 48 m s paličnimi nosilci na stebrih iz jekla Fe 430 in mostnim žerjavom nosilnosti 100 KN
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:
DESIGN OF CONTINUOUS REINFORCED CONCRETE BEAM
Abstract:
This diploma thesis discusses the design of a reinforced concrete continuous beam over two fields. The design for ultimate limit states and serviceability limit states is shown. Different methods of calculation were used which were verified using the aplication Tower 6, a graphical computer program for universal analysis in planar and space structures. We followed the guidelines and the rules stated by the Slovenian SIST Evrokod.
Keywords:
civil engineering
,
reinforced concrete
,
beam
,
statical analysis
,
design
,
reinforcement plan
Comments
Leave comment
You must
log in
to leave a comment.
Comments (0)
0 - 0 / 0
There are no comments!
Back
