ecorative lighting strips could be used to the backlight of furniture, to creating a modern interior design. From an architectural point of view, this design is very difficult and requires a strong sense of aesthetics. More easier is to use the LED strips to the advertising trailers or to backlighting car parts. RGB strip will be powered by switching power supply with galvanic isolation. Colour will be changed by the combination of basic colours RGB, by using 3-channel PWM of Atmel microcontroller, controlled via a wireless module, providing two-way communication..

This thesis deals with a new building technical control station, office space and hotel. The building is situated on three floors, on the first floor we find technical inspection station and office premises manual technical lines. On the second floor there are offices. On the third there is a hotel. The building is designed by a rectangular shape with a flat roof and on the third floor there is a trafficable terrace. The supporting structure consists masonry Porotherm and reinforced concrete system columns, which is found only on the first floor. The supporting structure of tensioned ceiling consists of prestressed beams ceilings Spiroll a concrete slab. External surface finish on the first floor is made up of silicate plaster paste and the remaining two floors are made of ventilated facades. Utility room is located on the first floor, from where a chimney Schiedel is build. Most of the floor space in the building are made of a carpet or tiles, only in the service line is epoxy coating

This thesis covers brand new detached indoor pool with one underground and one above ground floor, which is designed for a maximum capacity of 120 people, with two swimming pools, a children's swimming. The building is designed with a flat rectangular roof insulation. Envelopes are ventilated, insulated, bearing part consists of reinforced concrete. The pool hall make up the majority of the building envelope glass facade. Facilities for employees is located on the first basement floor. All technologies for cleaning pool water, air conditioning, boiler, facilities for maintenance are located on the first basement floor. Chimneys are stainless steel, placed on the outside of the building. The finish floors are ceramic tile. Pool bath is designed as a so-called white bathtub. The supporting structure of the ceiling above the pool hall beams are post-tensioned concrete.

Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.

The subject of this master´s thesis is lately erected building of kindergarten. It is a two-storied building, without cellar and with flat roof. Object is based on the strips foundation. This kindergarten is formed by three departments with capacity fot twenty children. The part of this building is the kitchen, where cooks can prepare hot meals. On this piece of land there is situated the parking with seven parking spaces. The master´s thesis includes a project documentation and specialisation.

New apartment building is designed on the outskirts of the Ledeč nad Sázavou, in the Stínadla. It is a building with one underground floor and five overground floors. In the underground part, there are a cellar boxes, boiler room and a public garage. In the above-ground portion are 18 bytes. The structural system of the building is a wall with a combined transverse and longitudinal system. The underground floor is made of monolithic reinforced concrete. The overground floors are lined with brick blocks and insulated contact system. The roof is designed flat single. Building is based on the strip foundation and footings of plain concrete. It is placed into the sloping ground. The surrounding area is residential houses.

This thesis aims to design a bearing composite steel structure for five-storey administration building with ground plan dimensions 35,00 x 50,00 m. Designed building has L-shaped plan, flat roof and attic all the way around. The largest part of the plan area occupies office zone with dimensions of 48,60 x 18,90 m. Contiguous zone communication and sanitation has dimensions of 13,50 x 15,90 m. Floor height is designed 3,60 m, the total height of the building is 18,70 m. Composite steel floor structure consists of transverse primary beams and hinge-connected secondary beams. Integrated formwork (trapezoidal sheet) has ribs oriented perpendicular to the secondary beams. Coupling is bidirectional. Construction will be done in two variants. Variant No.1 assumes primary and secondary beams (at the columns) hinge-connected with columns. In variant No.2 will be frame connection between primary beams and columns and together they will create 2D transverse frames with hinge-connected secondary beams. The supporting structure of the roof is designed similarly to ceiling, but reinforced concrete slab will be replaced with bracing in the roof plane and self-bearing rib sandwich panels. Vertical sheathing of the building provide sandwich panels and strip windows. The type of steel is S355. The building is designed for the site Hradec Králové. Standards and documents used in design of the bearing structure are included in the list of sources. The result of this work is a static analysis with an assessment of all elements of the selected (best) variant of the structure, drawing documentation and technical report.

Diploma thesis deals with design of a road bridge over Husí potok in Hladké Životice. The supporting structure of the bridge is designed in three variants, one of which is selected variant post-tensioned slabs. To address the internal forces is used computing software Scia Engineer. In the structural analysis of the bridge structure is assessed at the ultimate limit state and serviceability by European standards – Eurocodes. For chosen variant is prepared drawing documentation and visualization.

The object of this work is operational building of artificial lake, which is located in the cadastral area Loučky u Zátoru. The building is designed to provide the operation and safety of newly proposed water project. The building is detached, three floors and a partial basement, ground shape of a cross. The structural system is a brick, designed by the brick blocks HELUZ, based upon the strip foundation of plain concrete. Floors and stairs are made of reinforced concrete, gabled roof is covered up with concrete roofing BRAMAC.

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.