diplomska naloga
Davor Kaučič (Author), Boštjan Brank (Mentor)

Abstract

Prikazani sta analiza in projektiranje medetažne armiranobetonske plošče enodružinske hiše. V ta namen je bil uporabljen komercialni računalniški program SAFE [1], ki pri svojih izračunih uporablja metodo končnih elementov. Obremenitev plošče, kontrola pomikov ter dimenzioniranje potrebne armature je izvedeno v skladu s standardoma SIST EN 1990:2004 [2] in SIST EN 1991-1-1:2004 [3]. Pomiki so preverjeni za linearno elastično stanje brez razpok in za dolgotrajno stanje, ko se upošteva lezenje in krčenje betona ter tudi razpok. Na koncu so podani armaturni načrti.

Keywords

gradbeništvo;diplomske naloge;UNI;GR;B-GR;računalniški program Safe;dimenzioniranje;armiranobetonska plošča;analiza;Evrokodi;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [D. Kaučič]
UDC: 004.42:519.6:624.012.45:624.073(043.2)
COBISS: 45626883 Link will open in a new window
Views: 639
Downloads: 325
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Other data

Secondary language: English
Secondary title: ǂThe ǂ numerical analysis and design of reinforced concrete slab with Safe
Secondary abstract: Analysis and design of a reinforced concrete slab of a family home is presented. To this end, a commercial computer code SAFE [1] is employed that uses the, finite elements method fort he analysis. The actions on the slab and the slab design are applied acording to the codes SIST EN 1990:2004 [2] and SIST EN 1991-1-1:2004 [3]. For the serviceability limit state, the displacements are checked for linear elastic analysis and for nonlinear analysis, taking into account craks and long term creep and shrinkage of the concrete. Finally, the design drawings are given.
Secondary keywords: graduation thesis;civil engineering;computer program Safe;reinforced concrete slab;Eurocodes;design;analysis;
Type (COBISS): Bachelor thesis/paper
Study programme: 0
Embargo end date (OpenAIRE): 1970-01-01
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XII, 33 str., [4] str. pril.
ID: 12038943