The object of this thesis is to design and assess the roofing of concrete terraces on stadium Za Lužánkami in Brno. Rectangular plan of steel structure is 100x25 m. The main Girders are 5 m apart and are pin-supported. Girders are placed on concrete footings and supported by center columns. Roof cladding is connected with hot-rolled purlins. Two construction variants were designed and assessed. Variant A, where the main girders are made of welded beams (I shaped) and variant B, where the main girders are made of truss. Variant B was chosen as better option for this structure.

The aim of this thesis is to create a design of a grandstand steel roof structure with ground plan dimensions of 15 x 116 m in Frýdek-Místek. The roof size must meet all the required dimensions, so that the comfort of sitting spectators is not disturbed. The transverse connection is FORMED by trusses, which are hinged on columns. The spacing between inner connections is 12 m and 10 m between outer connections. The columns are interlocked in the base. The rigidity is secured by a system of brace rods and truss purlins. The steel columns are composed of rolled profiles designed according to ČSN EN standards. The structure consists of steel S355, some parts are then made from S235 or S460 (ordinary steel).

The aim of the diploma thesis is to construct a steel shopping mall hall. The construction is located in Frýdek-Místek. The whole object can be divided in two parts. One part of the building is an atrium with a cross bridge made from glass. The roof construction of the atrium is designed as system of cylindrical lattice girders within purlins are set up. The other part of the construction is multistoried shopping mall with terrace designed as composite steel and concrete structure. The whole ground plan size of the construction is 72 m x 120 m. The height of the construction above the ground is 12.06 m. The cross-links are built up to 6 m one. There were created two versions of the construction. The most convenient version is described in more details. The outcome of the thesis is a comparison of two above mentioned versions. The whole project is based on officially recognised standard ČSN EN. The construction was designed in RFEM programme.

The aim of the work is to design steel structure exhibition pavilion. The building is situated in Brno. The construction is processed in two options. The option A is designed in variant of arched space frame. The internal ground plan dimensions of the building are 42 x 72 meters. Space frame is hinged to the structure of columns. Height in the top of the ship is 16,834 metres. The option B is designed in variant arched truss. The internal ground plan dimensions of the building are 42 x 70 meters. Arched truss is hinged to the structure of columns. Height in the top of the ship is 18,334 metres. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels of KINGSPAN. The main material will be used steel S235.

The project deals with design of a multifunctional house. The object is situated in the city called Hořice in Hradec Králové region. Terrain of the land is flat. The building consists of a basement and four floors and it has a rectangular plan. There are four shops and ten dwelling units in the house. Layout of the units is three rooms plus one room. Above one part of thrid floor is a flat roof which is made of concrete tiles and vegetation. It serves for relaxing.

The main task of the diploma thesis is the elaboration of a project for the construction of a polyfunctional building Na Skřivánek in Chotěboř. The multifunctional house has one underground and 4 aboveground floors. On the underground floor there are premises serving as technical and storage facilities, on the ground floor there is designed two offices - general practitioner and pediatrician in the central part of the floor plan. In one of the outer tracts of the building there is a business area, designed for the operation of a travel agency. There is an apartment for barrier-free use on the ground floor. On the upper floors there is a total of 8 other apartment units ranging from 2 + kk to 2 atypical maisonettes in 3rd-4th floor. Each apartment unit, in addition to the barrier-free, is equipped with a balcony or terrace located on the south side. The basement part of the building is built of concrete slabs of lost formwork, the above-ground wall part of the Porotherm brick system is heat-insulated with a contact insulation system. Ceiling structures are made of pre-stressed Spiroll ceiling panels and filigree panels with superconducting. The roofing of the building is solved by a combination of a flat roof with a vegetation block with extensive green and saddle roofs with a continuous concealed dormer whose supporting function is provided by a wooden purlin roof truss.

The diploma thesis deals with the design and assessment of the steel supporting structure of the production hall. The transverse dimension of the hall is 21,00 m, the longitudinal dimension is 70,00 m, the height of the hall is 17,56 m. S355 steel is used as the main supporting material. The supporting part of the hall consists of columns on which is placed a truss and two crane tracks at two height levels. Three different types of purlins and pillars are considered in the design of the steel structure. For the selected variant, a static calculation of the main bearing elements, including selected details, is drawn up and drawings are drawn up.

The subject of this diploma thesis is a project for design documentation of boarding house which is oriented at south Moravia in the village Pavlov. The object is solved as four-storey with a partial recession of the first floor into the terrain. Boarding house will serve for the accommodation of 52 people. In the first floor, there is an entrance hall with reception, relaxing area and technical equipment of the building. In the second floor, there is a restaurant with a terrace and all necessary facilities for guests and restaurant staff. Two second highest floors are determined for guest accommodation. The construction of foundation is made from strip foundation. The structure is from bricks with monolith reinforced concrete frame in the first floor. It is a longitudinal wall system transversally reinforced by staircases. The perimeter walls will be insulated with ETICS system. The ceiling will be created from the prestressed reinforced concrete panels. Construction of roof is made from truss girders saddle type.

The thesis deals with the design and structural assessment of the swimming pool object in Dobruška. The solved structure has been chosen of the 2 preliminary variants. The dimensions of the rectangular floor plan are 34,10x40,99 m and the height of the ridge is 13,83 m. The structural system consist of two-hinged arched trusses which are connected with solid-web purlins and girts. The spatial rigidity is provided by combination of longitudinal and sway bracings. The cladding comprises of Kalzip roof system and a glass facade.

The purpose of the thesis is to suggest a span enlargement of steel Modular footbridge ML36 for pedestrian and cycling transport. The aim is to preserve as many elements of the original construction as possible. In the thesis, three variants are discussed with the detailed focus on one of them. The chosen variant is made up by elongated original footbridge ML36, which is supported by prestressed structure. From the static point of view, it is a simply supported truss. The span of the footbridge is 39-45. The main material of the structural elements is steel S355, S460 and S520.