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.

The subject of this diploma thesis is design and check of two steel structures. A production hall with a floor plan dimensions 24x50 m and an administrative building with floor plan dimensions 54x30 m. Both buildings are situated in Prostějov. The structure of the production hall has a roof pitched at 12%. The main frames have 6 m centre to centre spacing. The design of the production hall is processed in two options. The administrative building has 4 floors. The floor structures are made of composite steel and concrete structure. The structure is stabilized by vertical bracings in both directions. The computational model of both structures was built up using SCIA Engineer software.

This thesis deals with structural design of a steel frame footbridge with wheelchair access, which will lead pedestrian and cyclists‘ traffic over the river Thaya in Břeclav. The footbridge is a structure of one field, lightness of a bridge opening is 58,92 m and a span length is 60,25 m. A light width of an area between rails is 2,5 m. The footbridge is constructed of a truss beam cable – stayed bridge on an oblique pylon of 20,0 m length and a preloaded steel suspender. The thesis was processed according to valid standards ČSN EN.

The goal of the diploma thesis is to design and assess a steel structure of ice stadium in Česká Třebová. The ground plan dimensions of the load–bearing structure are 66 meters in width and 66 meters in length. The maximal height of the structure is 15 meters. The main frames are made of truss girders of elliptical shape. The girders are pin–supported on solid columns on both sides. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters. There are two variants designed and compared in the thesis. In the first variant there are two-dimensional truss girders in the main hall, whereas in the second variant they are replaced with three dimensional ones.

The subject of this diploma thesis is the elaboration of project documentation for the construction of a new multifunctional building. The building will be located in the city of Brno, in the district of Zábrdovice, in street Vlhká. The building is divided into residential units, offices, a dental office, a café and a technical background. The building is designed as a terrace house in blank space, non-basement and with four above-ground floors. The residential part has 2 flats 3+kk. Part of the residential areas includes storage areas and garage. Non-residential premises include a café with hygienic facilities, administrative part of individual offices, storages and hygienic premises, dental office with waiting room and background for employees and technical facilities – technical room and air-condition machinery. There are 17 parking places, of which 1 for people with limited mobility and 1 for motorbike. The object is based on piles. The peripheral load-bearing structures are walled of sand-lime blocks. The ceiling structure consists of prestressed ceiling panels. The building is sheltered by hipped roof, which is made of gang-nailed-connected timber truss. The stairs are prefabricated. During processing the emphasis was put on the appropriate layout, building-construction and architectural design and safe use of the building. Project documentation is processed in Allplan.

The thesis deal with structural design of steel footbridge for pedestrians and cyclist over the Bečva river in Černotín village. Span of the footbridge is 50 m. The basic material is steel S355 and S460. At the beginning were created two variants. First one is an arched footbridge and the second one is cable stayed footbridge. After evaluation variants was selected the cable stayed footbridge. The selected variant was assessed in detail including joints and bearings. Structure is designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.17.01 of Dlubal company.

This diploma thesis solves a project documentation of boarding house and contains appurtenances according to valid regulations. The house is as a detached house, without basement. It has rectangular size and is covered with a flat one coat roof and saddle roof with truss girders. The house has three floors with terrace. On the second and third floor is 14 guest rooms with social rooms. On the first floor is: pram room, bicycle/ski room, reception, utility rooms, wellness, restaurant, kitchen. In the house is designed a elevator. The house is brick with a contact thermal insulation system. Ceiling constructions are from prestressed panels. The house is designed on sloping terrain from south to north.

The aim of my master´s thesis is a new sports center project in Havlíčkův Brod in neighborhood of sports complex Na Losích on plot no. 561/1, 564/17. The land is slightly sloping and their total area is 12574 square meters. The building of the sports center is designed as a two-storey, with a cellar, with a dominant part of the multipurpose sports hall. The vertical supports construction consists of a reinforced concrete monolithic combined system. In the sports hall, the supports construction consists of a skeletal structure made of steel rolled elements in combination with reinforced concrete monolithic columns. Vertical peripheral construction are equipped with thermal insulation system with perforated sheet metal. The foundation building construction is designed as a monolithic foundation slab serves as a white bath. The horizontal supports construction are designed from prestressed SPIROLL slabs. The roof construction is designed as a single-layer vegetation flat roof. The roof supports construction of the sports hall is designed from steel-truss girder with supporting trapezoidal sheet. The designed sports center has 3 functional parts. It is a multifunction sports hall with facilities for athletes on the underground floor. The second functional part on the first floor is a sports bar connected with the main entrance hall and a bleacher with a capacity of 400 persons, which is located in the sports hall. The third part consists of a separate section on the first floor for athletes using the adjacent outdoor playground and the main part is located on the second floor, which serves as a facilities for TJ Jiskra club management, then there is a VIP zone, a clubroom and a small exercise room with facilities.

The subject of the diploma thesis is the design of a new building of a free-standing building for housing for the elderly, in the form of project documentation for the construction. The building is designed brick with monolithic reinforced concrete ceilings. Perimeter masonry is designed from ceramic brick blocks th. 300 mm supplemented by contact insulation system ETICS th. 200 mm, which will be provided with silicone plaster with a grain size of 1.5 mm. The internal load-bearing masonry is designed from acoustic ceramic brick blocks of thickness 250 and 300 mm. The partitions are designed from acoustic partitions. The ceilings are designed with a heavy floating floor with excellent acoustic properties. The roof above the two-storey part is designed as a single-skin flat with extensive greenery. Above the three-storey part is a hipped roof made of lattice trusses and sheet metal roofing. The windows are designed with plastic insulating triple glazing. The balcony railing is designed for aluminum with safety glass filling. The building is heated by a gas boiler and controlled ventilation is designed throughout the building using a central recuperation.

Master´s thesis describes the design and the check of the construction of the art gallery. This hall has the elliptical ground plan, the main dimensions are 25 x 40 m and the height is 12 m. The structure consists of 24 supporting curved ribs, which are supported on elliptical ring of steel at the top of the construction. Between the ribs are inserted purlins, which support the perimeter cladding. The structure is designed alternatively like the system of the timber solid beams from the glued laminated timber and the system of the steel truss girders.