This thesis deals with a bridging design of a river and ČD railway at the town bypass . The construction of the bridge is made as a running girder used for the road S 11,5/70 crossing the river Šlapanka and the railway line Šatov – Kolín, TÚ 1201. The work comprises some alternative solutions to this bridging design as well, especially alternatives of cross-section, static system and bridge building process. The static design solution made on a computer includes TDA (Time Dependant Analysis). All suggested alternatives consist of a design of prestressing and rough assessment of chosen sections. The next goal of this thesis is working-out of a project based on chosen alternative of the main bearing construction and a rough calculation of the foundation.

The object of this work is the preparation of project documentation for construction of a block of flats building containing all requirements in accordance with applicable regulations and standards. The building is located on sloping terrain on land 553/14, 553/15, 553/16 and 553/17 in the cadastral area Nemošice. The building has three overground floors containing a total of eleven residential units and one underground floor, which is partially below ground, where the six individual garages and cellars. Perimeter walls floors are made of ceramic bricks, underground floors of concrete bricks. Masonry is fitted with contact system. Ceilings are made of prestressed concrete ceiling panels, flat roof single casing.

The theme of the dissertation is former brewery in Opava. Specifically: Spilka, Varna and Strojovna. Current state and adaptation for new using is solved.

This thesis deals with a design of the bridge for highway D47 crossing the valley. From three alternative solution is chosen solution of a double-girder. The longitudinal direction of the structure is designed as eight span structure. The lenght of the spans is 25 + 6 x 35 + 25 m. Detailed design of the structure selected variants of the bridge is carried out according to limit states including consideration of the impact of construction on the bridge of his design. static model is carried out as a whip. It is elaborated a detailed structural analysis and it is developed drawings and visualization of the bridge.

The thesis focuses on the solution of the bridge construction made of prestressed concrete. The bridge is situated on the road II/485 and it is headed over the road I/48. Cathegory of the road communication is S 7,5. The construction is continuous and consists of five arrays. The lenght of the bridge construction is 125,1 m. The burden to the construction is according to ČSN EN 1991-2 standard. Inner forces are solved by using computational model. This model works on the FEM calculation axiom. The size is according to ČSN EN 1992-1-1 and ČSN EN 1992-2 standards.

Diploma thesis deals with design pre-stressed highway bridge over the valley Polančice Brook and cart track. There are designed 4 studies, from which variantion double-chamber girder with 4 spans in chosen. It is elaborated a detailed structural analysis and bridge is considered a proposal to limit states for temporary and permanent design situations according to European standards - Eurocodes. It is developed drawings and visualization of bridge and construction process.

Thesis deals with horizontally curved bridge on the ramp in Brno. Designed structure is continous beam formed by bicameral shape, on which are considered the effects of traffic according to ČSN EN 1991-2. Based on the results of stress the structure is designed.

The discussion of the master’s thesis is static analysis of residental building. The thesis details the original solution from assesment and a new design variant solution. The work is focused on static solution of monolithic concrete plate with ribs and is devoted to limit states assessment of the plate with ribs. The thesis includes a time analysis structure and prestressed ribs in the new variant.

Thesis describes the design and assessment of a plan view of a curved road bridge, which is a part of an elevated crossing transferring directional divided communication and tram line of public transport in Brno. There are four variants of cross sections designed, from which is selected bicameral cross section with arched angled bottom plate, which should be aesthetically pleasant to impress in an urban environment. Static calculation is processed and design is assessed by current European standards. Then clear and detailed drawings, the process of construction and visualization of the bridge are processed.

The thesis deals with the design of a bridge structures panning the highway. While designing the structure, it was vital to consider and implement the needs for both the aesthetic and economical desires and requirements. Of the two design solutions in the thesis, the one of the three-spaninteg rated spandrel beam is chosen. The main goal is a thorough design of the a forementioned load bearing structure.