The diploma thesis deals with design assessment railway station steel structure with roofing platform in Zlín. The structure has a lenght 80m, a width 44m and a height 9,87m. The structure is divided into two parts, first part consists office building and second part consistsroofing platform.The supporting structure of the hall is a transverse bond, which is formed by rounded truss ginder and truss columns with axial distance of 5 meters. The main construction material is steel S355JR. The work contains structural design report load-bearing elements, including joints and details. The calculations are processed according to the valid norms ČSN EN.

This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 67,2 m length and 28,8 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,8 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.

The community center in Ostrava - Kunčičky design in reflecting the specific social and material situation of the city. Creates new possibilities for the habitants and helps their integration and interaction. This design endeavors to naturally establish the existing church and rectory, not trying to compete them, but develop them. Important point of this project is also new village center, which is located right in front of the church and gets new definition and soundness. The project also solves the development of public amenities in relation of spiritual, social and everydays needs. It offers an insight into the real solutions to the problems and opportunities of the place in relation to the possibilities of the local parish. The project works with the this units: church, rectory, square, community center, community courtyard, multifunctional hall, house with services, sports facilities and meadow behind the church.

Diploma thesis deals with desing and static assessment of supporting steel roof structure of velodrom. Climatic load is determined for location of city Znojmo. The thesis consists of technical report with comparison of 2 options solution, technical report of chosen variant, static report of main supporting parts and chosen connections, bill of materials quantities and drawing documentation. Computational model for evaluation of internal forces is realized in SCIA ENGINEER 17.01 software. Static report is created manually according to valid European standards.

This diploma thesis is focused on static analysis, design and check of tank roof. There is design and check of main load-bearing elements of tank roof in this thesis according to ČSN EN 1992.

The theme of the diploma thesis is the preparation of project documentation for the construction of two designed buildings of the Primary School. Building plot for the planned new building is located near the existing nursery school near the center of Vracov. The campus is designed to provide basic education in a total of 18 classes with a proposed total capacity of 540 pupils. The complex consists of 4 main buildings that functionally divide individual operations. These are designed as free-standing, SO01 and SO04 objects will be two-storey, without basement. SO02 and SO03 objects as four-storey without basement. The construction system is designed as a prefabricated reinforced concrete skeleton with filling masonry from ceramic blocks to thin-walled masonry mortar. The ceiling construction consists of pre-stressed ceiling panels SPIROLL in combination with reinforced concrete. The staircases connecting the floors are designed in reinforced concrete. Vertical communication between floors will also be made possible by barrier-free passenger lifts. The roof cladding consists of a single-shell construction with thermal insulation made of EPS, the covering will be made of PVC foil weighted with a layer of peacock. The building will be insulated with a façade thermal insulation system with a ventilated gap and external surface treatment of HPL façade cladding panels. Paved pedestrian roads will be made of concrete interlocking pavement. The road for vehicle traffic will be with an asphalt surface. Parking spaces are designed from drainage concrete pavement. The project documentation was processed in ArchiCAD.

The content of this diploma thesis is the design of a new boarding nursing home in Dolany. building with two floors and a residential attic. The main entrance to the building is located on the north side. On the first floor there is a spacious common room, two apartments (one belonging to the administrator of the building), technical room, room for maintenance and cleaning, storage, toilets, areas for nursing services and cellars. The second and third floors are accessible by internal stairs and elevators. Both floors have the same accessibility. In each of them there are a total of 7 apartments. the vertical load-bearing structures are made of ceramic masonry with a contact thermal insulation system. The roof structure consists of a gable roof with ceramic roofing. The project documentation was prepared in accordance with valid legal and technical regulations.

The subject of the diploma theses is architectonical's study of the culture and public center. It's consisted of three buildings, located in the southwestern part of the Brno dam. The objects are functionally divided into yachtclub, café with a terrace and hotel. The buildings are designed as a wave shape that are visually lined. The design consists of a steel arch truss supported by steel columns. The cladding is made of masonry Porotherm 30 P + D fixed between the steel columbs. Glassed part of the building is designed by using structural glazing which is an aluminum facade system REYNAERS CW 86/SG. The top layer of a roof is made by white Siakaplan membrane foil. The color tones are white (Sikaplan, membrane roofing terraces), brown (wood paneling) and metal (metal veneer, exterior steel staircase).

The design and the static estimation of the load-bearing steel structure of tribune roofing of the football stadium are the subject of this thesis. The football stadium is located in Brno. The main bearing system consists of 16 radially arranged truss girders with the console lining of 39,9 m. Column “trees” always support a pair of truss girders. The plan dimensions of the structure are 63,2 m x 155,0 m. The roof height above the ground level is 52,0 m. There were two variant of analysis elaborated. The design is made in accordance with the valid ČSN EN standards.

This thesis deals with the preparation of construction management, Faculty of Science, University of South Čekých Budějovice. The work includes a technical report on building technological project, coordinating the situation, time and financial plan, a study of the implementation of the main technological stages, the design of construction machines and mechanisms, the schedule of the main building structure, technological prescription for ventilated facade structures, inspection and test quality plan for the object SO 100, itemized budget plan and the main subject of risks arising from the construction and their action.