This diploma thesis focuses on the design of roof slab in two options. Internal forces are calculated by software rfem. The thesis also includes design of column, manual calculation and comparision with finite element method and drawings.

Subject of this final thesis is to develop project documents of a new mixed-use building in Havířov. The building has three floors and basement car park. On the first floor there is a café and shops. On the second and third floor there are office spaces. Structural sytem of building is cast-in-place concrete frame. Exterior building envelope is made of sand-lime bricks with ventilated facade with thermal insulation of mineral wool insulation. The roof of the building is designed as a non-walkable warm flat roof.

This diploma thesis deals with the control of the implementation of reinforced concrete structures. The theoretical part deals with the issues of this theme. There are presented individual work processes of the implementation of reinforced concrete structures, accesses of valid standards, used diagnostic methods and also inspection and test plans for cast-in-place reinforced concrete structure. The practical part is divided into three chapters. The first chapter applies with the most frequent defects in new reinforced concrete structures and two remaining chapters with the inspection of newly built structures for which arose misgivings about the quality of execution.

The subject of diploma thesis is the elaboration a selected part of construction technological project of an apartment houses in Bučovice. The selected part iswith the apartment building SO 01.X, on which rough construction will be solved . The apartment building consists of three above ground floors and is partially basement. An important part of the thesis is an item budget of the rough construction and the time schedule. The diploma thesis also deals with construction site equipment design, a study of the implementation of the main technological stages, design of the machinery, solution of the transport routes, technological prescription for selection operation, the protection of health and safety at work and environmental requirements for the construction of the building SO 01.X.

The subject of my diploma thesis is a design of new kindergarten and elaboration of documentation for the construction. The building is situated in the southwestern suburb of Brno, in the district Brno-Starý Lískovec district. The building is set in a slightly sloping terrain. The building has two floors and and basement, created by partial basement of the building. The building is characterized with two wings designed at right angles and a decent coloured facade. The building contains two kindergarten classrooms with a capacity of 48 children with operational facilities, a rentable part for public, the administrative of the school and a technical facilities of the building. The first floor contains two separate kindergarten classes, each with 24 children, teacher's cabinet, toy storage room and a kitchen. The kitchen is designed without food preparation, with a food delivery company. Each kindergarten class has its own entrance. On the second floor is a rentable space containing a classroom, workshop, lounge and terrace. There are also an isolation room, a gym for children and a head master's office. The building is designed to a low energy standard, definated by near zero heat energy building (nzeb) standarts. There is established a wheelchair access to the building, A lift is proposed in the building. The structural design is proposed as a ceramic block wall with contact insulation system. The vertical strucutres are made of reinforced concrete cast-in-place ceiling. The building is based on concrete foundation and is covered by a single-skin, flat roof with a layer of extensive flora.

Despite a few decades of discussion and the existence of all the studies on the transfer of the Brno Main Station to the river and the subsequent construction of the new Trnitá district, it has not been decided on the exact architectural form of these major urban interventions. In my pre-diploma thesis, I worked out an urban study of a new southern district - Trnitá, which gave above all a functional and mass form of the territory. This location will be extremely interesting for both the city's visitors, who will be moving from the station to the center, and of course for the potential new residents of the district. The district offers a unique combination of city life and recreation in the immediate vicinity of the natural river and park features. For a more detailed elaboration, I chose a building within a walk-through block by a river consisting of two buildings. My goal was to create a new scenery for what's happening in the neighborhood, to design new scenarios for how we can look at blocks. Given the contact with the waterfront and the river, I decided to propose both private and public functions. An important role is played by the courtyard, which defines a private space (a raised platform intended only for the residents of the house) and a public space - a creative center courtyard using a raised part as a residence bench. The mass of the house is horizontally divided into two parts. The first and second floors belong to the creative center, which is transparent with distinctive stone columns. An important goal was to show the life and movement of the center and its openness to new people and ideas - access from the yard. From the third floor there are apartments that are terraced and offer views of the river and roof terraces of deluxe apartments.

The diploma thesis deals with the design of a reinforced concrete floor structure above the 1st floor of a two-storey pavilion of a spa complex. It is a point-supported slab with the use of prestress. The design is converted with respect to the required fire resistance of structures. The analysis of internal forces is performed by manual calculation using the method of spare frames and using the computational software RFEM 5.23, which uses the finite element method. The design is made according to the group of standards ČSN EN.

The subject of the diploma thesis is to elaborate the project documentation of a newbuilt wellness hotel located in the village of Lipno nad Vltavou. The building is designed as a non-basement one with three floors. It is visually divided into several parts. On the first floor there are two operational parts – a wellness and a restaurant. On the second and third floor there are small apartments for temporary guests' accommodation. The building foundations are made of concrete and reinforced concrete. The load-bearing structure is made of aerated concrete blocks and sand-lime blocks. The ceiling structures are made of cast-in-place reinforced concrete. The roof of the first floor is designed as a one-layer flat extensive green roof. The roofing of a main reception is designed by a sloping roof and the third floor as three adjoining sloping roofs. These roofs are formed by a system of aerated concrete roof panels and a water-dissipating layer of folded sheet metal. The building is insulated with an external thermal insulation composite system (ETICS). The part of the facade consist of facade cladding strips and part of the render of light color.

The diploma thesis deals with the design of the floor structure of an apartment building in two structural variants. The aim of the work is to find out the internal forces, design and check in two construction variants. Finite Element Method was used for calculation internal forces using 2D model for floor slab and 3D model of building in the Dlubal RFEM 5.24. The work also includes check of masonry walls.

The subject of the master thesis is design of a new detached office building for public administration of Czech Republic Police as a district department in Brno-Černovice. It is presented as a form part of project documentation for a building construction. The building has a cellar and two above-ground floors. It is founded on a strip foundation and pads. The building is roofed by green roof. There are office rooms, sanitary facilities, archives, interrogation rooms, pre-trial detention cells, garages, storage rooms and dog cages in the above-ground part. In the basement, there are technical facilities and shooting range backround. Structural system of the building is wall longitudinal masonry system from clay blocks. The ceiling structure is from cast-in-place reinforced concrete. The part of the building is with ventilated facade a nd rest is insulated with contact thermal insulation.