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:
STATIČNA IN TRDNOSTNA ANALIZA ARMIRANOBETONSKEGA NOSILCA Z NEKONSTANTNIM PREREZOM
Authors:
ID
Ošep, Aleš
(Author)
ID
Dobrila, Peter
(Mentor)
More about this mentor...
Files:
VS_Osep_Ales_2010.pdf
(1,34 MB)
MD5: 2F9C409B004176EEE93FE053436408DB
PID:
20.500.12556/dkum/d2359975-3502-4585-bf57-a68f2362bcea
Language:
Slovenian
Work type:
Undergraduate thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
V diplomskem delu je obravnavan statično določen armiranobetonski nosilec nekonstantnega prereza, dolžine 15 m. Nosilec je definiran kot primarni nosilec v sklopu montažnih konstrukcij. Dimenzionirana je potrebna armatura, in preverjeni so povesi nosilca. Zaradi spremenljive statične višine je vzdolžna armatura položena konstantno po celotni dolžini nosilca, razen 2 Ø16. Stabilnost nosilca na zvrnitev izven ravnine zagotavljajo II plošče, katere so definirane kot sekundarna konstrukcija. Nosilec je dimenzioniran na podlagi evropskih predpisov za dimenzioniranje konstrukcij -Evrokodov oziroma po slovenskih veljavnih predpisih SIST.
Keywords:
betonske konstrukcije
,
montažne konstrukcije
,
statično določen nosilec nekonstantnega prereza
,
dimenzioniranje
Place of publishing:
Maribor
Publisher:
[A. Ošep]
Year of publishing:
2010
PID:
20.500.12556/DKUM-14895
UDC:
624.1.07(043.2)
COBISS.SI-ID:
14458902
NUK URN:
URN:SI:UM:DK:5GFARF0A
Publication date in DKUM:
21.07.2010
Views:
3104
Downloads:
289
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
:
OŠEP, Aleš, 2010,
STATIČNA IN TRDNOSTNA ANALIZA ARMIRANOBETONSKEGA NOSILCA Z NEKONSTANTNIM PREREZOM
[online]. Bachelor’s thesis. Maribor : A. Ošep. [Accessed 30 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=14895
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:
Crystal structure of CNG mimicking NaK-ETPP mutant cocrystallized with methylammonium
Crystal structure of CNG mimicking NaK-ETPP mutant in complex with Rb+
Crystal structure of CNG mimicking NaK-ETPP mutant in complex with Na+
Crystal structure of CNG mimicking NaK-ETPP mutant cocrystallized with DiMethylammonium
Crystal structure of CNG mimicking NaK-ETPP mutant cocrystallized with Li+
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:
STATIC AND STRENGTH ANALYSIS OF REINFORCED CONCRETE BEAM WITH NON-RECTANGULAR SECTION AND VARIABLE HEIGHT
Abstract:
This diploma paper deals with a statically defined reinforced concrete beam which is of non-rectangular section and 15 m long. It is determined as a primary beam in a complex of prefabricated constructions. The necessary reinforcement has been dimensioned and the sag of the beam has been checked. The longitudinal reinforcement has been placed constantly along the whole length of the beam, except 2 Ø 16, because of the changing static height. The stability of the beam against the displacement out of the level is ensured by the II floors, which are defined as a secondary construction. Beam are dimensioned in accordance with European legislation and regulation for construction dimesionig – Eurocodes, respectively in accordance with Slovenian SIST rules in force.
Keywords:
concrete constructions
,
prefabricated constructions
,
statically defined beam with a non-rectangular section and variable height
,
dimensioning
Comments
Leave comment
You must
log in
to leave a comment.
Comments (0)
0 - 0 / 0
There are no comments!
Back
