Thesis deal with the new building of hotel in Brno circuit areal in Ostrovačice. The structure has six floors. The first floor is 45 meters long and 22 meters wide. The upper floors size is 34,5 x 16,8m. The last sixth floor is offset from the building frontage. In this master´s thesis the main supporting elements of first floor was designed, including columns, girder and slab. Structure has mainly traverse wall construction system transferred into column frame in first floor. The slabs are designed as a reinforced concrete slabs.

This master´s thesis deals with a proposed design of the derrick of the filling car of a coke-oven battery, which is used for working with unit loads, repairing and maintenance of the filling car and cleaning of the battery risers. In the first part a solution concept was chosen. For this concept a main steel structure was designed, which was controlled in stress analysis by the FEM program I-DEAS NX 11. Further, the main parts of the lifting and travelling mechanism were calculated using specified parameters. In the conclusion of this thesis the results summary of specified targets is stated. Assembly drawing is in the annex of this thesis.

The diploma thesis deals with the design of a mobile crane for working in a manufacturing environment. The crane has load capacity 600 kg, length of radius 3 m and load-lifting height 3m. It is equipped with the electric chain hoist with electric trolley, rotation by held by hand of burden. The diploma thesis contains crane design and control and design calculations of important components. Technical drawings are also part of the thesis.

This diploma thesis deals with the construction design of revolving column crane which is used for manipulation with metal plates for metal shears and bending bench. The aim is to set main proportions and basic parameters for the designed steel construction via design calculation. Then the thesis deals with checking of strength analysis done by programme I-DEAS NX 11. Suggestion of disposal placement of the crane, choice of hoist, travelling system, auxiliary device and drawing documentation are also parts of the design.

This thesis addresses the six-storey newly built residential building with shops and underground garages. The apartment building has 80 residential units, four shops, a hairdresser and offices. The apartment house is designed as a combined column concrete skeleton with brick infill. In the underground garage there are 88 seats in the collator parking system. The building consists of a compact shape.

This thesis describes the design of a multipurpose sports hall in Pribram. The sports hall is situated in the town of Pribram II. The aim of this work is to propose bearing structure with dimensions 49 x 28 halls has a background in the shape of L in the level of ± 0.000. Maximum height of the hall is 14 meters.Structure of the hall consists of arched trusses in 7 m grid supported by steel columns. This is a column support system. The building is based on the footings. Ensure stability bracing. Perimeter and roof cladding consists of sandwich panels.

Subject of the solution master´s thesis is new domestic building with polyfunction. It is four floors building with underground floor. Construction system is made by column with monolithic ferron concrete ceilings and monoplane roof. In underground floor is a garage. In First floor on south side is a space designated for commercial activities. Next on the floor is technical facilities and 7 flats. In next floors there is always 11 flats. Building is located in straight terrain in the development area of new houses in Zlin in area Bonecko.

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.

In this thesis are solved the newly built 'hotel in Brno ". The building is freestanding. It has five storeys. The structural system is reinforced concrete skeleton. Columns in combination with masonry infill Porotherm. The building is based on the footings. The building has two height levels. The first is covered with a flat roof vegetation and the second single-roof bitumen sheets. The building is insulated contact system. On the first floor is a reception, restaurant with kitchen, fitness center and facilities for the hotel staff. The second floor of the portion used for guest accommodation. The second part is a cafe with cold kitchen and meeting room attached to the bar. In the third to fifth floors are guest rooms and technical background. On the fifth floor are apartments

The thesis solves the project of a kindergarten in the field of inclination 7%. The kindergarten is located on the plots number 570, st. 373, st. 374 in the village Vrané nad Vltavou. The building has two floors and one basement. The kindergarten is for 60 children and for 11 employees. The building serves as a preschool institution for raising children. The supporting structure consists of a precast concrete frame supplemented in the basement by a cast-in-place wall and a foundation slap. External walls and partitions form sand-lime bricks Sendwich. The external walls are completed with Orsilt TF Profi mineral insulation th. 280 mm. The floors are made of prestressed concrete floor slabs Spiroll PPD 256 th. 250 mm supported by T and L primary beams. The building ends with a could extensive green roof. The slope and space for the blow-in insulation Climatizer Plus uses Steico Joist 400 I-beams. Windows are wooden frame Optiwin Purista and doors are Optiwin Entrada.