The new building sport center without cellar. The object is based on strip foundation. The footing bottom is in frost resistant depth. Construction system is in both ways. Vertical walls are made by cut bricks POROTHERM. The external cladding is replenished by thermal insulation plaster POROTHERM TO. Horizontal constructions are made by filigree ceiling panels. Stairway is made by reinforced concrete. Heating system is ensured by gas boiler.

Master´s thesis is divided into two parts. In first part is author focusing on designing load-bearing structures that are made of reinforced concrete (floor slab, external wall, stairway). The assessments of those structures were made according to valid standard of ČSN EN 1992-1-1 and structural part of design documentation to those constructions were processed. In second, theoretical, part are different models of reinforced concrete slab in 3D (as part of whole construction) and in 2D created. The main task was to compare influence of different support´s stiffness in models on internal forces (bending moments) and on deflection of slab.

The Master´s thesis is focused on the assessment basic parts of the story building. All construction is made from reinforced concrete. The columns, flat plate slabs, flanges and stairways are between the design constructions. The thesis includes working-out of static calculation, drawing shape, reinforcement drawing of all design constructions and results from computer sofware.

The diploma thesis is aimed for design and assessment main load bearing elements of a apart-ment building on the ultimate and serviceability limit state. Assessed parts of construction are reinforced concrete slab over the second floor, column and shear wall in the first floor, stairway slab and foundation pad. The elements are assessed in a structural design report according valid standard. There is created drawings. Internal forces are calculated using software Scia Engineer, where is modeled and loaded the construction.

My master‘s thesis is concerned with study of location of tram stop, part od North - South Railway Line Diameter, which is supposed to be in underground level below Konečného square, important transfer junction. According to this location find out the best place to situate pedestrian exits and elevators in nearby streets Nerudova, Kotlářská and Veveří. After building up the station, pedestrian transfers will be safer and time to get into the centre of Brno/ job for commuter people will be shortened. This master thesis also deals with enlargement of tram islands, repositioning of trolleybus stop from Kotlářská street, movement of pedestrians in area and optimization of traffic lines.

This thesis describes the design and processing of the convention center. The proposed house is located at the top of the square of Humpolec in the area designated for the construction of public facilities. The building consists of a basement, where there is a garage for the car owner and stores food for the kitchen. On the first floor there is a reception, restaurant and facilities for the kitchen. On the second floor are conference halls. In the third and fourth floor is accommodation for guests. The restaurant is designed for 55 people inside + outdoor terrace can seat about 30 people. Conference halls are designed for 90 people. Accommodation is for 28 guests. Outdoor parking is for 40 cars. Perimeter bearing walls are made of reinforced concrete + insulation. Interior bearing walls are made of reinforced concrete, interior non-bearing brick walls HELUZ. The ceilings are made of overstretched Spiroll panels and boards reinforced cross. For ceiling is plasterboard ceilings. The roof home is designed as a single-layer flat. Heating is effected by the heat pump. Wooden windows are six-chamber, aluminum doors. There is a staircase and an elevator. The proposed facility is designed wheelchair.

The Master’s thesis is focused on the analysis and design of selected members of load-bearing structure of an administration building according to the ultimate limit states (ULS) and seviceability limit states (SLS). The calculation and the analysis was supported by design software SCIA ENGINEER 2012. Structural analysis deals with the design of the reinforced concrete (RC) flat slab above the 4rd strorey which is particularly supported by RC columns and particularly lies on RC walls. Furthermore, the Master’s thesis contains analysis of some selected columns of last three storeys, column of lowest storey, construction of stairway between 4rd and 5th storeys. The work beside this deals with the calculation and design of foundation of the object. The rest parts of the load-bearing structure are not solved in the Master’s thesis.

The subject of this master’s thesis is the design and calculation of a five-floor multifunctional building. The building consists of flats located in floors -1 to 3, the remaining underground floors serving as a car park and the second part of the building contains spaces designated for business purposes. Each of the two flats located on each floor features a balcony. The multifunctional building contains two underground floors which are designed entirely as reinforced concrete structures and three aboveground floors designed as ceramic brickwork structure. The roof of the building is flat, not designed for walking and featuring an air conditioning unit for the entire building. A review of selected loadbearing structures of component floors was performed as a part of this thesis. The main load-bearing horizontal is composed of stiff ceilings, including the bordering ceiling of the third floor and the roof. Above-ground floors are to be constructed of pre-stretched ceiling girders Spiroll which are set onto reinforcing wreaths. Underground floors are to be constructed as a monolithic structure made of ferroconcrete. The vertical structure is constructed of perforated brick blocks for above-ground floors comprising floors 1-3, remaining underground walls are constructed of monolithic ferroconcrete. Foundation constructions are made of monolithic concrete white tub including confluence and review of the tub.