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Title:STATIČNA IN TRDNOSTNA ANALIZA ARMIRANOBETONSKEGA NOSILCA Z NEKONSTANTNIM PREREZOM
Authors:Ošep, Aleš (Author)
Dobrila, Peter (Mentor) More about this mentor... New window
Files:.pdf VS_Osep_Ales_2010.pdf (1,34 MB)
MD5: 2F9C409B004176EEE93FE053436408DB
 
Language:Slovenian
Work type:Undergraduate thesis (m5)
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
Year of publishing:2010
Publisher:[A. Ošep]
Source:Maribor
UDC:624.1.07(043.2)
COBISS_ID:14458902 New window
NUK URN:URN:SI:UM:DK:5GFARF0A
Views:2348
Downloads:189
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Categories:KTFMB - FG
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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


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