The aim of this master thesis is to prepare the project documentation for a building of a Christian centre. The building is designed for liturgical purposes, but also leisure activities and consists of two floors and a partial basement. The main parts of the building: Main hall for worship services, group of rooms for activities, small hall, tea room and a dwelling unit for the pastor. The floor plan of the building is shaped like the letter „V“, and the architectural design of the building does not interfere with the landscape. The building is set in slightly sloping terrain which forms a contrast with the opposite rising flat roof over the main hall.

The subject of this Master thesis is a project of a leisure center. The project covers building plans, specifications and includes all the requirements according to valid regulations. The project comprises of two buildings which are connected together by a corridor. The first is a two storey building and contains classrooms designed to be used for aesthetics activities, children play area, cloakrooms, toilets and offices for the managers of these buildings. The second a one storey building comprises two halls for sport activities and the rest of the area is intended to be used as a play area for children, study rooms for teachers and a tool store. The roofing of both buildings is designed as a single pitched roof made of timber ties. This project also includes heat loss with sound assessment, fire assessment and two other projects of services and structures, described in the details of these buildings.

The aim of this master's thesis is to design the steel construction of a multifunctional building in the cadastral area of Brno-Bohunice. Multifunctional building consists of two identical buildings - A and B. Floor plan dimensions are 40.0 x 40.0 meters and height of 33,8 meters. Both objects have the 1st floor of the overall height of 5,0 m, each additional floors 3,5 m. The plan shape of the building is a square 40 x 40 m with bevel in the corners with a length of 8 m. In the middle of the building is roofed atrium 8 x 8 m. The buildings are in the 5th floor connected with the enclosed footbridge with a length of 10.0 meters. The main structure consists of two buildings columns and girders. Columns are alternatively solved as the composite steel and concrete structures with closed section filled with concrete or concreted steel profile. The girders are made of castellated beams. Among the girders are embedded solid panel joists and girders, coupled with the composite steel and concrete slab. Spatial rigidity besides the composite slabs provide rods placed around the atrium and in the corners of the building. The main structure of the footbridge consists of two inclined arched beams on which is placed stringer of the footbridge.

The aim of the thesis is the design and the assessment of an administrative center in Vimperk. The building is divided into three height levels, the highest has 7 floors. The building is rectangular floor plan with dimensions of 102,5 x 48,0 m. The construction is designed as framing with truss roofing, bracing and purlins for attaching sheathing.

The topic of the thesis is a conceptual design of a roadable aircraft. The comparison of existing concepts is made, as well as description of proposed solution, aircraft mass analysis, basic aerostatic calculations, flight and gust envelope calculation and a design of truss construction of the fuselage. The CS-VLA, alternatively ELSA-K, has been used as a certification base. The compliance to this certification specification is one of the goals of this thesis.

The subject of this diploma thesis is a public library in Mohelnice. The object is designed with sand lime blocks, it has a basement and three floors. Basement is used for storage, first and second floor fulfill the function of library and a meeting room can be found in the third floor which is used for a purpose of the library and municipal office. The object is roofed by a cold roof with load-bearing structure made by nailed timber truss. The roofing of utility room is designed as a warm flat roof. Ceilings are designed from cast in place reinforced concrete floor. The whole object is insulated with contact thermal insulation made by mineral wool insulation. Facade of the first floor is designed with stone veener.

The diploma thesis deals with the study of sports hall designated for volleyball. The volleyball hall is steel construction with arched truss with span of 30 meters. Sport`s background, roofed by mono-pitch plus saddle roof, is part of south-easterly side of the hall. The hall is situated in moderate slope terrain in cadastre unit Zbraslav na Moravě. Designed hall has rectangular plan (48 x 30 m) to this belongs also the foyer and the clubroom. Clear height of the hall is 15 m. Object consists of columnal structural system with steel columns that support arched truss. Center to center spacing of main truss is 8 m. The object is set up on reinforced concrete foundation pad. Column foot is sticked in foundation pad and column head is pinned. Roof’s and wall’s bracings provide stability of the hall. Curtain walling and roof cover is made of sandwich panels Kingspan. Insolation and daylighting is guaranteed by plastic windows set in the wall.

The objective of this thesis is to create the documentation for building construction.Designed building is a sports center, which is used for playing tennis. The project is located in the cadastral Holostřevy, a small village near the town of Plzen. Construction will be visible from the highway D5, which is widely used by German, Austrian and Czech drivers and her attendance and payback will be more effectiv. And the architectural appearance shoud be also contribute. Project documentation has been prepared in compliance with applicable laws, regulations and standards. The building is functionally, operationally and structurally divided into two parts. The first part is called "zázemí" (background). It is the skeleton construction of reinforced concrete with cross reinforced the plate. Packing construction is only between the base and the ceiling and itsn't supporting. In the "zázemí" there are dressing rooms, sanitary facilities, but also a café. The second part is a "hala" (hall). It only serves to playing tennis. The supporting construction is a lamellar wood trusses and central column in "zázemí" supporting it. It is interesting that on the 2nd floor which serves as a grandstand, are formed two parts, one of which serves as an auditorium for interior court and the other as an auditorium for exterior court.

Diploma thesis solves newly built pension in the village Jestřabí v Krkonoších - Křížlice. The pension is separately standing in a sloping terrain. It has a cuboid shape with gable roof, three aboveground floors and an underground floor with partial basement. The house is designed for accomodation of persons including families with children in the summer and winter season, with possibility of conferences and corporate training courses in off-season. As a part of pension there is a flat for its owner. Structural system is transversal, wall, technology of masonry. Horizontal load-bearing structures are combined. Gable roof is made by timber truss girders with metal roofing. Staircase is straight, two-arm with landing, monolithic. Foundation structures are shallow, foundation strips are monolithic, rectangular shaped, made from plain concrete.

The master thesis ´´Storage hall” deals with designing of selected elements prefabrikated skeleton hall. Discussed elements are truss, beam, girder, column and prefabricate footing. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces for columns and prefabricate footing was carried out with usage of the program Scia Engineer, 3D model of the whole object was created. Analysis of internal forces for the rest of elements was carried out with help of manual calculation. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the truss.