MONTAŽNA AB HALA S PRIMARNIM NOSILCEM SPREMENLJIVEGA PREREZA

Lorenčič, Matjaž

| | SLO | ENG | Cookies and privacy

Bigger font | Smaller font

First page > Show document

Show document

Title:	MONTAŽNA AB HALA S PRIMARNIM NOSILCEM SPREMENLJIVEGA PREREZA
Authors:	ID Lorenčič, Matjaž (Author) ID Kuhta, Milan (Mentor) More about this mentor... ID Klobučar, Aljoša (Comentor)
Files:	VS_Lorencic_Matjaz_2011.pdf (1,49 MB) MD5: 5E72EBD0B13948F1F124C3F4D8F7A0A7 PID: 20.500.12556/dkum/944172b5-200a-4193-9e40-3fb7674dda32
Language:	Slovenian
Work type:	Undergraduate thesis
Organization:	FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:	Diplomsko delo obravnava statično analizo enoetažne montažne armiranobetonske hale in dimenzioniranje posameznih konstrukcijskih elementov. Statična analiza je bila izvedena v programu Tower 6, v nadaljevanju pa je prikazano dimenzioniranje posameznih elementov. Elementi, ki so v diplomskem delu dimenzionirani so: primarni nosilec s spremenljivim prerezom, steber in temeljna čaša. Dimenzionirali smo po metodi mejnih stanj, v skladu s pravili in po principih evrokod standardov EC 0, EC 1 in EC 2
Keywords:	gradbeništvo, montažna gradnja, armiran beton, nosilec, spremenljiv prerez
Place of publishing:	Maribor
Publisher:	[M. Lorenčič]
Year of publishing:	2011
PID:	20.500.12556/DKUM-20239
UDC:	624.072.238(043.2)
COBISS.SI-ID:	15321366
NUK URN:	URN:SI:UM:DK:9IPGYWXZ
Publication date in DKUM:	15.09.2011
Views:	3228
Downloads:	515
Metadata:
Categories:	KTFMB - FG
:	LORENČIČ, Matjaž, 2011, MONTAŽNA AB HALA S PRIMARNIM NOSILCEM SPREMENLJIVEGA PREREZA [online]. Bachelor’s thesis. Maribor : M. Lorenčič. [Accessed 22 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=20239 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:	PREFABIRCATED REINFORCED CONCRETE HALL WITH A PRIMARY BEAM OF VARIABLE CROSS SECTION
Abstract:	This diploma thesis deals with static analysis of single floor assembly hall with prefabricated reinforced concrete and dimensioning of its individual structural elements. Static analysis was carried out in the program tower 6 in what follows dimensioning of the individual elements is shown . Elements that are dimensioned in my diploma are: primary beam of variable cross section, column and slab footing. For dimensioning we used method of ultimate limit state complied with the rules and principles of Eurocode standards EC 0, EC 1 and EC 2.
Keywords:	civil engineering, prefabricated hall, reinforced concrete, variable cross section

Comments

Leave comment

You must log in to leave a comment.

Comments (0)

0 - 0 / 0

There are no comments!

Back