Structural design of a rectangular layout residential building with shear walls

Ovim diplomskim radom je prikazan proračun stambene zgrade pravokutnog tlocrta sa posmičnim zidovima. Analiza opterećenja je provedena ovisno o namjeni zgrade i njenoj lokaciji. U svrhu proračuna izrađen je globalni model konstrukcije u softweru SCIA Engineer 20.0. gdje je modalnom analizom određen period konstrukcije. Dobiveni rezultati unutarnjih sila za mjerodavne kombinacije djelovanja su se koristile za proračun zidova,stupova i ploče. Za proračun ploče je napravljen poseban model gdje se ona promatrala kao izdvojeni element. Zidovi kao glavni nosivi konstrukcijski elementi su dimenzinirani prema normi HRN EN 1998-1, dok su ploča i stup dimenzionirani prema normi HRN EN 1992-1-1. Provedene su sve provjere za zadovoljenje uvjeta graničnog stanja nosivosti i graničnog stanja uporabljivosti te se pokazalo da konstrukcija ima dostatnu otpornost.In this thesis, a structural analysis of a rectangular layout residential building with shear walls has been conducted. Load analysis was made depending on the purpose of the building and its location. For the purpose of the structural analysis, a global construction model was developed in the SCIA Engineer 20.0 software in which the period of construction is determined by modal analysis. The obtained results of internal forces for the relevant combinations of actions were used for the design of walls, columns and slabs. In addition, a local model was made for the structural analysis of the slab, where it was observed as separate element. The walls as the main structural elements are designed according to the standard HRN EN 1998-1, while the slab and column are designed according to the standard HRN EN 1992-1-1. All checks were performed to satisfy requirements of the Ultimate Limit State and Serviceability Limit State and it was shown that the structure has sufficient resistance