The theses is focused on the use of PLC technology. The aim of the thesis is creating device which communicates in a narrowband transmission frequency band. Transmission of communication between plc elements runs through the low voltage distribution network. The frequency and phase modulations are used in order to change the character of data signal. Transmitter and receiver parameters are subjects to the CENELEC standard. The theses gives more attention to the area of hardware build communication element rather than the area of programming.

The thesis theme is a carpentry production facility with the adjacent office building at Slané. The thesis deals about the proposal of the object with building and construction solutions of the building. The thesis includes a detialed solution of the exhaustion ventilation the technology part of the carpentry. In the office building there is a reception in the 1st floor and the exhibition spaces. The vertical communication in the building is solved by two-arm straight starcases, one in office building and the second in the annexe hall for the employes. The construction system of the hall is reinforced concrete prefabricated system with advanced prestressed girders. Office building is designed like a reinforced concrete monolithic frame. Buildings are divided by dilatation. The object is based on the footings which are connected to base thresholds. The rooftops of the objects are flat.

The object of this thesis is to design and assess steel structure of multi-storey office center in Nový Jičín. The object is supposed to have an rectangular shape with dimensions 54 x 72 m and roofed atrium in the middle. The object has 6 overground floors. Roof height is 29 m. Two construction variants were designed and assessed. Longitudinal and transverse rigity of variant A is ensured by truss bracings and variant B is braced by bracing frames. Floor structurs of both variants are made of steel secondary and primary beams, which are supported by steel columns. Facade and atrium roof cladding is made of glass panels.

The final thesis is focused on a project of a load bearing structure of a aircraft maintenance hangar that has a rectangular ground plan 60,0x120,0 m and includes suspended mobile hoist of loading capacity 5,0t. The object is situated in the airport area of Ostrava Mošnov. The task provides two versions of design. The first version consists of eleven traverse joining beams witch are distanced twelve meters from each other. The second version consists of thirteen traverse joining beams witch are distanced ten meters from each other. The thesis focuses on the load pressure of the steel construction, the main emphasis being placed on the single structural components and assembling components. The calculation meet the standards of ČSN EN.

The topic of this thesis is the processing documentation of a fitness center with another establishment of wellness and coffehouse. Building is situated on a sloping terrain in Odry. It's a public services. The building has two above-ground floors and one basement. The loadbearing structure is of cast-in-place concrete frame. The building is insulated by contact insulating system ETICS. Roofing is of flat roof. On the land is designed park with 15 spaces directly accessible from the driveway.

The theme of this work is design and check load-carrying steel structure of motor show in two variations. A given object is situated in Uherske Hradiste. The steel structure is created by two objects (main and adjoining), whose plans are partly overlaid. Main object has circular ground plan and adjoining object has rectangular ground plan. Building is two-storey. For analysis of internal forces, was constructed virtual spatial model, which was used for an optimization of partial bars for both limit states. The cladding will be made by system of roof panels Brollo and Rockwell. The wall facing will be glass wide, from isolation glasses Stavebni sklo and wall panels Brollo.

The aim of diploma thesis is design and assessment of bearing structure of viewing tower on the mountain Makyta in Javorníky, which is designed from timber and steel. The shape of construction is variable of its height. Diameter of octagonal platform at ground level is 12 m, in the middle of construction is 7,7 m and on the top of the construction is 8,7 m. Viewing tower has 5 viewing platforms – the highest one is covered by roof. Wooden elements are designed from glued-laminated GL24h timber, steel elements are designed from steel of S235 grade. Main support elements of structure are wooden rectangular outer columns and steel circle center column. Total height of construction is 31 m. Static analysis has been accomplished by student version of the SCIA Engineer 2014 software.

The diploma thesis is focused on the design and evaluation of the concrete monolithic ceiling slab in the shape of semicircular ring, ribs lining this plate and skylights. The result is static calculation and drawing documentation.

The theme of this thesis is structural design of the load bearing structure of a footbridge over the river Dyje Znojmo. Span of the footbridge is 30 meters and width is 3.8 meters.

The aim of this work is design and assessment of the box-girder road bridge on by-road of Bludov. Bridge is designed as composite steel concrete bridge with 5 spans with distances between supports of 31,25 m; 40,0 m; 60,0 m; 60,0 m and 40,35 m. Main bearing structure is designed as open steel box-girder with reinforced concrete deck. Box girder is braced with longitudinal and transversal bracings. Main structure is separated for each traffic direction. The bridge crosses river Morava and railway in 2nd and 3rd span, respectively. The category of road I/44 is S 21,5/100. The height of steel box girder is designed as 2,5 m. Bridge will be built by incremental launching method, with in-situ casted concrete deck afterwards. The bridge is designed according to current standards. Supporting elements are designed from steel of class S 355 and concrete of class C35/45.