Analiza in dimenzioniranje karakteristične stropne konstrukcije več– etažne poslovno–stanovanjske stavbe

diplomska naloga št.: 461/B-GR

Medeja Tomaževič (Author), Sebastjan Bratina (Mentor), Žiga Plevel (Co-mentor)

Abstract

V diplomski nalogi je predstavljena analiza in dimenzioniranje karakteristične stropne konstrukcije več–etažne poslovno–stanovanjske stavbe. Pridobljene arhitekturne podloge so bile izdelane na nivoju idejne zasnove, zato so bile pred analizo izvedene manjše korekcije nosilne konstrukcije. Analiza konstrukcije je bila opravljena s pomočjo 3D računskega modela, izdelanega v programu SOFiSTiK. Poleg analizirane plošče so bili v model vključeni tudi vsi vertikalni nosilni elementi pod in nad obravnavano stropno konstrukcijo. V analizi se je upoštevalo lastno in stalno obtežbo ter ustrezno razporejeno koristno obtežbo na plošči glede na standarde Eurocode. Drugi vplivi niso bili upoštevani. Potrebno računsko količino armature je program izračunal ob upoštevanju zahtev iz mejnih stanj nosilnosti in uporabnosti (omejitev širine razpok). Ugotovljeno je bilo, da je izbrana debelina stropne konstrukcije iz idejnega projekta ustrezna.

Keywords

gradbeništvo;diplomske naloge;UNI;GR;B-GR;stropna konstrukcija;armiran beton;analiza;dimenzioniranje;SOFiSTiK;

Data

Language:	Slovenian
Year of publishing:	2023
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[M. Tomaževič]
UDC:	624.072.1:725+728(043.2)
COBISS:	178326019
Views:	124
Downloads:	49
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Analysis and design of typical ceiling construction in multi–storey business–residential building
Secondary abstract:	The graduation thesis presents the analysis and design of typical ceiling construction in multistorey business–residential building. The architectural plans were acquired at conceptual design phase, therefore minor corrections of load-bearing construction had to be made before analysis. The analysis was concluded with the help of 3D structural model, made in software program SOFiSTiK. In addition, all vertical load-bearing elements below and above the analysed slab were also included in the model. The analysis considered the dead and permanent weight of the considered slab and also the properly distributed imposed load, based on Eurocode standards. Other actions on the slab were not included in the analysis. The program calculated the required amount of reinforcement based on ultimate limit states and serviceability limit states (crack width limitation). It was determent that the chosen thickness of the ceiling structure from the conceptual project is appropriate.
Secondary keywords:	graduation thesis;civil engineering;ceiling construction;reinforced concrete;analysis;design;SOFiSTiK;
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	31 str., 26 f. str. pril.
ID:	22289774