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.
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