The diploma thesis deals with design of loadbearing stell structure of a footbridge across the railway station. Footbridge is situated in the city centre of Brno with total length of 135 meters. For comparison, three bridging variants are predesigned and a varints comparison is made. The selected option was developed in greater detail. It is an arched structure with a semithrough bridge deck and adjacent span with support of oblique column. The main loadbearing structure consists of a pair of pin-supported arches inclited to each other at an angle of 11°. Arches support beams with susperder, the beams are conected by ortotropic steel deck. All load-bearing elements are designed from S355 stell. Spatial rigidity of the structure is ensured by tilting of the arches and by truss bracing at the top of the arch in combination with rigid struts of arch. Spatial rigidity of the superted deck is ensured by ortotropic steel deck.

This diploma thesis deals with the design of sokol house located in the cadastre unit of Okříšky (709778). The building is designed as two-storey building rectangular shape with parking for visitors. The main feature of the sokol house is the multipurpose playground, which also serves as a parquet for social events and as an auditorium for cultural events. The structural systém is consists of wooden CLT panels for walls, wooden elements for the floor and roof and arched truss. The tesis contains the drawings as the documentation for construction.

Diploma thesis solves proposal of the boarding house in Strážnice. The building is situated in the western part of Strážnice near the boat dock. Access to the pension is from the main road or on the cycling path leading along the city river. The boarding house is designed on a bed of 50 people with the possibility of a restaurant for port visitors and the public. The building has a parking space and terrace. The boarding house is two-storey with hipped roof. In the 1st floor is a restaurant with kitchen, reception with facilities for staff and smaller rooms for guests. The second floor consists of apartments and rooms. The building is brick with monolithic ceiling construction. The roof structure consists of trusses. Integral part of the landscaping with small architecture. The façade finish consists of ceramic brick cladding, scratched plaster with wooden accessories that fit into the surrounding landscape.

The diploma thesis deals with the structure design of steel frame of a storeyed building housing a shopping and administration centre in the area near Rokycany. The building consists of a truss cylinder tower structure with 11.165 m in diameter, nine storeys and the height of 33.3 m, connected to a rectangle part by means of a steel bridge structure 3.6 m long. The frame of the rectangular part, 26.8 m wide and 45 metres long, has three altitude levels with flat roofs, suitable and non-suitable for walking. The interior of the building is divided into two parts, connected at the outskirts, by a covered atrium. The design height is 3.7 m. The structure is designed of steel S235. The thesis contains the technical report, static calculation, outputs of a program, the record of the material and design documentation. Two versions were considered; the more convenient one is further processed.

The goal of Master´s thesis is design and assessment of the swimming pool hall in Ostrava. Tha hall has two parts – swimming pool and other places for facility and free time activities.The hall has rectangle plan of dimension 30x47,4 and 15x45m. Three construction will be design. The steel truss girder wil be elaborate.

Steel structure of the sports hall in the city of Olomouc. Specific design is chosen from three options. Plan dimensions of 45 x 60 m. Height 12.5 m. Structure is composed of rolled profiles and tubular steel. Two trusses girders are fixed by knuckle joints on pillars. Static check is performed using the program SCIA ENGINEER 2009 and the manual review.

Steel load-bearing structure of a museum will serve to exhibit the museum's exhibits and organizing exhibitions for the public. The structure is elliptical in shape with a length of 30 m in direction of the major axis and 22 m in the direction of the minor axis. Construction height is 9 m. There is located gallery structure in the inner part of the museum with access by an internal staircase. The main load-bearing elements of museum structure are designed from steel S235. The roof deck is made from Kingspan panels and cladding consists of laminated safety glass.

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.

This paper is processed in the form of project documentation which comprises all the requisites required by current regulations. Designed house for seniors is located between the villages Lomnicka u Tišnova and Šerkovice. The building has four floors. The facility is located 42 residential units social care and facilities for the elderly. The structural system consists of reinforced concrete frame and masonry infill ceramic blocks. The entire building is equipped with a contact system. The roof structure consists of lattice trusses and metal roofing.

The subject matter of my Master thesis is a project of an agricultural building with a riding-hall located in Dolný Kubin in the Slovak Republic. This construction comprises from three consecutive buildings. The first single-storey building is designed as a horse stable, the vertical load bearing structures are constructed from a monolithic iron-concrete, a steel truss is designed as the load-bearing roof element, the roof is a sloping aisle roof. The second building comprises of a double-storey operational building with a flat roof, the load-bearing and non-load bearing system consists of a ceramic masonry POROTHERM and monolithic iron-concrete ceilings. The third building is a riding hall, where the load-bearing system consists of steel columns and a gable truss. The strip footings and plain-concrete feet are designed as foundation structures. The project emphasises the layout plan, thermo-technical properties and safety in use.