Statični izračun enodružinske hiše na Jeličnem Vrhu

diplomska naloga

Katja Novak (Author), Jože Lopatič (Mentor), Janko Logar (Thesis defence commission member), Sebastjan Bratina (Co-mentor)

Abstract

V diplomski nalogi analiziram in projektiram značilne nosilne elemente enodruţinske hiše, ki se nahaja na Jeličnem Vrhu pri Idriji, del naloge pa se nanaša na temeljenje in izvedbo gradbene jame. Pri dimenzioniranju strešne nosilne konstrukcije in preverjanju medetaţne armiranobetonske plošče ter zidovja kontrole izvajam za mejna stanja nosilnosti in mejna stanja uporabnosti, z upoštevanjem ustreznih kombinacij vplivov. Pri tem poleg stalnih vplivov, ki jih predstavljajo lastne in stalne obteţbe nosilnih in nenosilnih elementov, upoštevam še spremenljive vplive, med katere uvrstim koristno obteţbo na plošči, obteţbo snega na strehi in obteţbo vetra na zunanji ovoj stavbe ter vodoravni potresni vpliv. Analizo značilne horizontalne nosilne konstrukcije sem izvedla s pomočjo idealiziranega ravninskega modela v programu SAP2000, ki temelji na metodi končnih elementov. Kot rezultat dobim količino potrebne vzdolţne armature. Strešno nosilno konstrukcijo sprojektiram s pomočjo linijskega modela v programu SAP2000 in ustreznih kontrol iz standardov. Preverjanje zidovja pa izvajam s pomočjo arhitekturnih podlog ter ustreznih kontrol iz standardov in ostalih priročnikov. Za ustrezno temeljenje in izvedbo gradbene jame se odločim na podlagi geomehanskih karakteristik zemljin, ki so bile pridobljene s terenskimi raziskavami. Globalne stabilnostne analize izvajam s pomočjo programa Slide, nato pa se na podlagi zahtevane varnosti iz standarda odločim za ustrezno izvedbo.

Keywords

gradbeništvo;diplomska dela;dimenzioniranje;lepljeni nosilci;armiranobetonska plošča;zidovje;temeljenje;stabilnostne analize;standardi Evrokod;

Data

Language:	Slovenian
Year of publishing:	2015
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[K. Novak]
UDC:	006:624.07(043.2)
COBISS:	7270241
Views:	2741
Downloads:	988
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Static calculation of single-family house on Jelični Vrh
Secondary abstract:	This thesis presents the design and static analysis of the load-bearing construction for the selected single-family house, which is located on Jelični Vrh in Idrija. Part of the thesis refers to the foundation and the design of the construction pit. I provided controls for ultimate limiting states for load-bearing and limiting states for usability when I was dimensioning the supporting structure of the roof and when I was analysing the reinforced concrete plate and masonry. I took into consideration multiple effects such as permanent impacts, impacts of imposed loads, snow load, wind load and also seismic effect. For the analysis of horizontal structure I made an idealized mathematical model with the SAP2000 program, which is based on finite element method. As a result I obtained the necessary amount of longitudinal rebar. For the analysis of the roof supporting structure I also made an idealized mathematical model with the SAP2000 program. I made the appropriate checks using the standards. The analysis of the masonry was performed with the help of the architectural drawings and appropriate checks using the standards and other manuals. I chose the appropriate foundation and design of the construction pit on the basis of the geotechnical characteristics of soils, which were obtained through the field research. I performed global stability analysis using the Slide program and on the basis of the required safety I chose the appropriate implementation.
Secondary keywords:	civil engineering;graduation thesis;design;glued laminated timber;reinforced concrete plate;mansory;foundation;construction pit;stability analysis;Eurocode standards;
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	IX, 36 str., [11] str. pril.
ID:	9057144