Projektiranje etažne plošče stanovanjske hiše

Kersnik, Kaja (author), Brank, Boštjan (mentor)

V diplomskem delu smo obravnavali armiranobetonsko etažno ploščo v stanovanji hiši. Glede na arhitekturni načrt in projektno obtežbo smo v programu za projektiranje konstrukcij SAFE pripravili numerični model, s katerim smo izvedli analizo konstrukcije po metodi končnih elementov, čemur je sledilo dimenzioniranje potrebne armature in kontrola mejnih stanj uporabnosti. Glede na rezultate numerične analize smo določili ustrezno količino potrebne armature. Preverili smo kontrolo omejitve napetosti v betonu in jeklu, ter preverili da pomiki in razpoke obravnavane plošče ne presegajo dovoljenih vrednosti. Na koncu smo izrisali ustrezen armaturni načrt v programu SofiCad. Pri projektiranju smo upoštevali standarde SIST EN 1990:2004, SIST EN 1991-1-1:2004, SIST EN 1992-1-1:2005 in SIST EN 1996-1-1:2006.

• Language: Slovenian
• Keywords: program SAFE, armaturni načrt, projektiranje etažne plošče, metoda končnih elementov
• Work type: Bachelor thesis/paper
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Year: 2024
• PID: 20.500.12556/RUL-161869
• Publication date in RUL: 15.09.2024

KERSNIK, Kaja, 2024, Projektiranje etažne plošče stanovanjske hiše [online]. Bachelor’s thesis. [Accessed 17 May 2025]. Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=161869

Secondary language

• Language: English
• Title: Design of floor slab of a residential house

Abstract

In the diploma thesis, we dealt with a reinforced concrete floor slab in a residential house. According to the architectural plan and the project load, we prepared a numerical model in the SAFE structural design program, which was used to perform analysis of the structure according to the finite element method, followed by the dimensioning of the necessary reinforcement and the control of the usability limit state. According to the results of the numerical analysis, we determined the appropriate amount of the required reinforcement. We checked a control of the stress limit in concrete and steel and checked that the displacement and cracks of the slab under consideration did not exceed the permissible values. At the end, we drew the appropriate reinforcement plan in SofiCad. In the design, we considered the standards SIST EN 1990:2004, SIST EN 1991-1-1:2004, SIST EN 1992-1-1:2005 and SIST EN 1996-1-1:2006.

• Keywords: program SAFE, steel reinforcement plan, design of slab, finite element method