20.500.12556/RUL-73044
Statični izračun enodružinske hiše na Jeličnem Vrhu
diplomska naloga
Static calculation of single-family house on Jelični Vrh
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.
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.
gradbeništvo
diplomska dela
dimenzioniranje
lepljeni nosilci
armiranobetonska plošča
zidovje
temeljenje
stabilnostne analize
standardi Evrokod
civil engineering
graduation thesis
design
glued laminated timber
reinforced concrete plate
mansory
foundation
construction pit
stability analysis
Eurocode standards
true
false
false
[K. Novak]
Slovenski jezik
Angleški jezik
Diplomsko delo/naloga
2015-10-08 05:53:09
2015-10-08 05:53:12
2022-12-16 12:13:34
0000-00-00 00:00:00
2015
0
Ljubljana
2015
Ljubljana
IX, 36 str., [11] str. pril.
0000-00-00
NiDoloceno
NiDoloceno
NiDoloceno
0000-00-00
0000-00-00
0000-00-00
7270241
BG1224_Novak.pdf
BG1224_Novak.pdf
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20.500.12556/rul/fdf7926e-63ae-4803-a685-c73a68d348a3
https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=86285
Fakulteta za gradbeništvo in geodezijo
0
0
0