The thesis deals with the design of the drilling rig tower. The goal of the diploma thesis, which is created in cooperation with MND, a.s., is to design a steel structure. Then perform a load analysis. Further, to perform a structural analysis using the Finite Element Method and to optimize the design.

The thesis deals with the design of the drilling rig tower. The goal of the diploma thesis, which is created in cooperation with MND, a.s., is to design a steel structure. Then perform a load analysis. Further, to perform a structural analysis using the Finite Element Method and to optimize the design.

This diploma thesis deals with design of a robotized workplace for welding truss structures. First, the target construction that the work focuses on is shown. Then the functions of the entire workplace are designed, including the procedures for activities and the gross displacement of the used components and their layout. The next chapter itemize specific robots and components. This, along with the solution of safety and ergonomics, makes the layout of the entire workplace more precise. Everything is completed by creating a simulation model in Siemens Tecnomatix Process Simulate, where all the welding operations are simulated.

Master´s thesis describes the design of the railway bridge in Ústí nad Labem. Length of the structure is 200.00 meters, the height of the structure is 32.61 m and width of the structure is 12.10 m. Main structural system is composed of a spatial strut-frame structures. The bridge carries an important railway stations between Usti nad Labem Západ, Usti nad Labem Střekov. Part of the proposal is a footbridge for pedestrians.

The scope of the Master's thesis is the design, evaluation and the comparison of two variations of the solution for steel load-bearing structure which is a part of a gokart areal with adjacent refreshments. The construction is composed of three structurally dependent objects. For the first construction object, there were solved the variants with a truss and a frame structure. The construction has an irregular plan. The object plan dimensions are 75 x 45 m. The built up area covers 2450 m2. The construction reaches the height of 13,2 m. The thesis contains the design of dimensions, structural analysis and the evaluation of structural members. The calculation of internal forces was made by SCIA Engineer 16.1.62 software. Attached to the thesis is the drawing documentation.

The study presents a new church for Novy Liskovec in Brno. The site is situated in the middle of housing estate close to public transport, on a rocky southern slope. The proposed building is used for local citizens and the christian community. For the project to be beneficial to all people concerned, I suggest layout features on culture, recreation, services and church. The open building design creates a natural social center. The church acts as a social center - multi-functional building. The basic inspirational impulse for the general shape and formal concept of the house is the existing passage through the plot, the need for social meetingpoint and the relationship to the surrounding landscape. Abstracted belt runs continuously through the construction; gradually defines and separates the social, secular and sacred space. To the visitor the house reveals a play of light, shadows and glimpses of the horizon. The project is divided into three parts: connected community center and church which are accompanied by multi-functional car park with shops and playground. The described objects create two building complexes that stand opposite to each other on the western and eastern edge of the plot. Among them, these create a town-square motif, leaving free space - the rock. The architectural concept of the church as a meandering path is expressed in the material solution of the construction. Path - the band that wraps the space has a different outer and inner material surface. The wrapped ribbon motif embracing and defining the space comes alive and changes with the movement of man in the enclosed space. Construction works as a series of leaflets - images that tell the story. The main axis of the object is oriented in the north-south direction thus offering views of open countryside and horizon, binds the building to the landscape. The structural design of the church is designed from concrete walls and steel trussers. The main load-bearing structures are embedded with self standing boxes from wooden KLH boards (laminated solid wood) as additional space separators.

The aim of the final thesis is to design steel structure of the sports hall in Brno. The design is processed in two options. The option "A" is designed in variant of flat space frame with dimensions 78x46,5 m and the structure height is 13,0 m. The option "B" is designed in variant of truss girder with parabolic lower belt and purlin. Dimensions are 84x46,5 m and the structure height is 12,8 m. Roof covering and curtain walling is made of sendwich panels with polyurethane foam and trapezoidal sheet.

This master`s thesis deals with the design of an offshore crane jib with maximal safe working load 80 tons and maximal radius 45 meters. The design consists of a design solution of the steel construction and a stress analysis of its FEM model, which was performed using NX I-deas software according to the requirements and specifications of the Huisman company. This thesis includes source materials for drawing documentation.

The subject of this final thesis was to elaborate variant proposal and to assess supporting steel structure roof bus station in the shape of a hyperbolic paraboloid. 2 variants were proposed, one of which was chosen as a more appropriate and this was processed details and drawings. Both variants are used as cover glass panels. Structures are made of steel with 235J0.

This master´s thesis solves design of a mobile crane for handling air aggregates and ejection seats. Handling crane provides lifting a maximum weight of 300 kg to a height of 4600 mm. Subject of the work is the choice of appropriate technical solutions, design of lifting mechanisms, supporting structures and accessories. The suitability of the solution is checked by strength analysis of individual units. Another task is to provide mobility equipment and control stability against overturning. The appendix includes protocols static analysis of the program Nexis32, drawing overall crane assembly and manufacturing drawings selected parts.