New construction of a multi-apartment residential building with integrated commercial premises and an underground parking facility on Lysyk Street, in the city of Vynnyky, Lviv District, Lviv Region
Students Name: Ferens Yurii Ihorovych
Qualification Level: magister
Speciality: Industrial and Civil Construction
Institute: Institute of Civil Engineering, Infrastructure and Life Safety
Mode of Study: full
Academic Year: 2025-2026 н.р.
Language of Defence: ukrainian
Abstract: The master’s thesis consists of designing a new multi-unit residential building with commercial premises and underground parking. The building was designed in accordance with the current building standards as of 2025. Currently, the construction of new multi-apartment residential buildings in the western regions of Ukraine is an important factor, as it provides housing for people who have lost their homes. During the development of the master’s thesis, five sections were developed: · Architectural and construction section; · Calculation and design section; · Technological and organisational section; · Construction economics section; · Scientific section; In the architectural and construction section, a detailed plan was developed and the building was designed in accordance with the detailed plan. During the design process, floor plans, sections, facades and architectural details were developed. The structural scheme of the building is a complete monolithic reinforced concrete frame. The projected building will be filled with 2NF ceramic blocks. The base of the building is a monolithic slab foundation with a thickness of 350-500 mm. The vertical load-bearing elements are columns and stiffening diaphragms. The horizontal load-bearing elements are monolithic floor slabs with a thickness of 200-330 mm. In the design and calculation section, we collected all the loads acting on the designed building in accordance with [4] and then developed a calculation model in the ETABS 21 software package. The next section is the calculation of the monolithic floor slab. The slab is 200 mm thick, made of C20/25 concrete and reinforced with A500C reinforcement. After that, we designed a column with dimensions of 900x250 and checked its load-bearing capacity manually and using the programme. The final step is the calculation and design of a reinforced concrete staircase. The width of the staircase is 1350 mm. The dimensions of the staircase are 150x3000 mm. The staircase is designed with C20/25 concrete and A500C reinforcement. In the technological and organisational section, a general construction plan and a technological map for the installation of a monolithic reinforced concrete floor slab at elevation +7.100 were developed. A schedule for the execution of works was also drawn up based on the calculation of the volumes of the main construction and installation works. According to calculations, the duration of construction was 158 days. In the section on construction economics, I compiled a local and object estimate for the main construction and installation works. All calculations were made based on prices and time standards for major construction works as of December 2025. The estimated cost of construction is 27,007,349 The topic of the scientific section was a comparison of different types of foundations and the determination of the most optimal option for the designed structure of the master’s qualification work. As a result of the master’s qualification work, a multi-apartment residential building was designed. All the main architectural, structural and technological solutions are described in the explanatory note and reflected in the graphic part. Keywords: construction, multi-apartment residential building, calculation of monolithic reinforced concrete floor slab, monolithic reinforced concrete column, monolithic staircase, schedule, cost-effectiveness, Etаbs 21. References 1. DBN V.1.2-14:2018 ‘General principles for ensuring the reliability and structural safety of buildings and structures’ - Kyiv: Ministry of Regional Development, Construction, Housing and Communal Services of Ukraine, 2018 2. DSTU B V.2.6-156:2010 ‘Concrete and reinforced concrete structures made of heavy concrete. Design rules’ - Kyiv: Ministry of Regional Development of Ukraine, 2010 3. DBN V.2.1 – 10:2018 ‘Bases and foundations of buildings and structures. Basic provisions’ - Kyiv: Ministry of Regional Development of Ukraine, 2018 4. DBN V.1.2-2:2006. Loads and impacts.-K.: Ministry of Construction of Ukraine, 2006