The thesis deals with the design of the crematorium located in the municipal land registry of the city of Žďár nad Sázavou. The thesis contains design documentation, technical report, thermal technical appraisal, details of 2D technical field, fire technical report, structural analysis of reinforced concrete structure, heat recovery.The proposed project has two floors.The build-up area is 587 m2. The proposed project has green roof. The building is divided into three working parts.

This study is based on an analysis of a foundation slab where calculations are done to find the minimum amount of reinforcement needed. The purpose of this thesis is to find a balance between time-cost, carbon dioxide emissions and the working environment. One way to minimize time-cost is by using FEM-software. In some cases, FEM-software is more exact than manual calculations, since manual calculations usually approximate. For this reason, manual calculations are compared to FEM-Design. FEM-software is commonly used for other parts of construction, which saves time-cost and materials compared to manual calculations. The use of FEM-software for foundation slabs could improve the dimensioning process in the same manner. The slab that is analysed in this thesis is part of an industrial building. The slab has two parts with different prerequisites in forms of area, thickness and point loads. Shrinkage- and creep-deformations are common causes for cracks in concrete. The results show that FEM-Design saves time for both parts of the slab but requires more reinforcement for the bigger of the two dimensions, which entails higher carbon dioxide emissions. Both calculation-methods met the maximum distance of 150 mm between the reinforcement bars which is the requirement for the workplace environment. / Detta examensarbete handlar om att analysera en grundplatta genom att hitta en balans mellan tid, arbetsmiljö och minimering av koldioxidutsläpp. Sweco presenterade utmaningen att beräkna den optimala ameringsmängden med hänsyn till dessa aspekter och erbjöd resurser för analysen. Plattan som analyseras är en del av en industribyggnad. Den är uppdelad i två delplattor som har olika förutsättningar för tjocklek och laststorlek. Ett sätt att minimera tid kan vara att använda sig av FEM-beräkningsprogram. I vissa fall är FEM-beräkningsprogram mer säkra än handberäkningar då handberäkningar approximerar. Av dessa anledningar jämförs handberäkningar med FEM-Design. Grundplattor är intressanta konstruktionsdelar som utsätts för krymp- samt krypdeformationer utöver externa laster. Dessa deformationer kan orsaka sprickbildning i armerade grundplattor. Momentfördelningen för grundplattor skiljer sig avsevärt jämfört med betongplattor som vilar på stöd. Resultaten visar att FEM-Design tar mindre tid, men utifrån avgränsningar kräver större armeringsmängd för större dimensioner av grundplattor. Större mängdarmering innebär negativ miljöpåverkan, eftersom större koldioxidutsläpp uppstår vid tillverkning. Båda metoderna klarar arbetsmiljökravet på maximalt 150 mm i centrumavstånd.

Diploma thesis deals with the desing of reinforced two way concrete foundation slab in three variants. In the first variant is slab of constant thickness. In the second variant is haunched slab. In the third variant is slab with piles. The thesis includes a structural design as well as drawings. All calculations were performed in accordance with applicable standards. For the design was used program SCIA Engineer 19.1.

The diploma thesis is focused on the design of the supporting structure of a multi-storey parking house. Part of the work is also a search of three parking houses in our country and in Slovakia. The content of the work is a preliminary design of 3 variants of a typical ceiling structure. Subsequently, one variant is selected and processed in detail. A flexurally supported slab-wall model was created in Scia Engineer for the analysis of the structure. Selected structural elements were modeled separately. Additional assessment is performed in GEO, FINE, IDEA Statica, JORDAHL and MS Excel software.

The diploma thesis processes project documentation for the construction of a hotel building with a lobby bar, which is located in the central part of the regional city of Brno. The building has four floors and is covered by flat roofs. The hotel meets the conditions of a four-star (****) economic standard. It is designed with 17 accommodation units with a capacity of total 40 persons and a lobby bar for 60 guests and social facilities. In addition to the accommodation content, the hotel will have a conference hall for training, corporate events, etc. Due to the lack of parking spaces in the city of brno, the hotel will also have underground garages primarily designed for parking cars of hotel visitors. The apartments and guest rooms are located on the 2nd., 3rd. a 4th. NP floor. On the ground floor there is a representative space of the hotel composed of the entrance hall with reception, space for hotel management, a lobby bar with social facilities and a gym, which will also be open to the public. In the basement there are underground garages and technical facilities of the hotel. On the 4th floor there is, among other things, a small wellness area with massages, saunas, a bar and an outdoor terrace. The hotel building is designed as a reinforced concrete skeleton with a reinforcing core, with 4 floors and basement. The design of the hotel will be designed in the spirit of modern materials, simple members and shapes. A vegetation roof is designed to alleviate the overheating of the building in the summer and to meet the requirements of the city for the largest possible greening of buildings and their surroundings.

The subject of this thesis is a design documentation for construction of a wellness centre. The main goals include creating structural and material solutions or designing a layout. The designed wellness centre is a building of 3 above-ground floors, which also has a basement. It is situated in a mild slope and shaped into a wave. The building will have a role of a local amenity, providing its visitors a wellness, 3 pools and a space for leisure activities.

The thesis deals with the design and calculation of selected parts of an apartment building in Brno. The apartment building is 6 floors (one underground floor and 5 above-ground floors), the underground floor is the entire reinforced concrete. The work focuses mainly on the static design and assessment of individual elements of reinforced concrete structures. The assessed load-bearing elements are the roof slab, ceiling slab 1.PP, prefabricated staircase, elevator shaft and so-called white bath (foundation slab, walls). All calculations are performed using SCIA Engineer. Individual ceiling slabs and staircases are solved by 2D models and the construction of the white bathtub is made in a 3D model. The design proceeded according to valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is static design of reinforcement of all solved parts and drawing documentation.

This master's thesis focuses on design and elaboration of documentation for construction of a Car Showroom. The building is divided to two functional parts. The building is to be situated on plot number 1333/21, cadastre unit: Bohunice. The building is to be located on an undeveloped plot in possesion of the investor. The parking lots are connected to a local road. All substantial infrastructures are located nearby the plot. The proposition and the design of the building have respect for both commune plan and current buildings. The documentation is elaborated with regard to the contemporary Czech legislative and standards. The project designs the building, which is divided in two functional parts: SO 01 & SO 02, both operationally and visually connected. Contructions of objects are structurally independent. The first object includes exhibition hall with capacity of 8 exhibited cars. There is also to be located the administrative part, waiting rooms for customers, facilities for employees and the warehouse. The second object includes car repair shop. There are also to be located facilities for employees of the service, workshop, room for a car handover, hand car wash and an utility room. Construction is designed as a reinforced concrete columnar structural system with prefabricated single footings, self-supporting foundation slab and reinforced concrete ceiling slab with integrated girders above first floor of the object SO 01. The roofs of the building are designed as a flat roofs and the support constructions are made of steel. Planned dimensions of autosalon are 41x18 metres. As a cladding of the first object is used the lightweight glass cladding. For masonry walls are used the 250 mm thick ceramic blocks, mineral insulation and ventilated external facade cladding with use of fiber-cement boards. Planned dimensions of car repair shop are 31x28 metres. As a cladding of the second object are used the sandwich panels with foam core made of PIR.

The master’s thesis deals with a design of a reinforced concrete foundation of multi-storey office building. The basement of the building is an underground watertight structure. The design of foundations is a combination of a concrete slab and piles. Internal forces were analysed in RFEM software based on finite element method. The structural assessment of underground construction was performed according to ultimate and serviceability limit states. Due to watertight function of construction, the reinforcement was also designed according to non-force effect in early stage.

The subject of diploma thesis is the elaboration of project documentation of an office building in the northern part of the city of Brno-Medlánky. The office building is designed as a four-storey, without basement. The roofs are flat, and the facade is designed as a glazed curtain wall. The operation of the office building is divided into an administrative part, a commercial part and a cafe. The individual operations do not intersect. Next to the building is a parking lot for customers and employees. The structural system of the building is RC frame with reinforced concrete walls. The internal walls are made of aerated concrete and acoustic lime-sand blocks. The partitions are precast plasterboard. The ceilings are cast-in-place reinforced concrete slabs. The floors are heavy floating with hot water underfloor heating. Most of the flat roofs are green. The drawing part was processed in Revit and AutoCAD.