Main task of this thesis is to design a roofing of multi-purpose sport hall. Multipurpose sport hall has a floor dimensions 48 x 35 m and is 16.0 m high. The hall is composed of cross-linked steel girders saved on rolled profiles of columns, which transmit loads into concrete pile foundations. Gable roof has a slope 7° and it is hidden behind a parapet which consists of steel square profiles. The construction consists of thin-walled purlins made by the company Voestalpine. Rigidity is ensured by steel elements in the plane of the roof structure in the longitudinal plane and gable walls. The thesis is carried out in compliance with the Eurocodes.

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.

This thesis deals with the design and assessment of footbridge for pedestrians and cyclists in the city of Hranice, Rybare district. The footbridge will serve as a crossing point over the river Bečva and will conect cycling trail with the street Rybarska. The content of this paper is to propose two different variants of structures. One of these options is selected based on their economic evaluation and further processed. Length of the bridge is 50m.

This thesis offers a project for newly build house with municipal flats and the fitness center. The building will be situated on a plot of land in the northwestern part of the town Ždírec nad Doubravou. Appearance and topografy of this building is adjusted to the surrounding buildings in a small town in the Vysočina. This is a partial basement house with three floors. The roof of the building is designed as a saddle with a supporting structure of trusses GANG-NAIL at an angle of 12 °. Capacity of fitness center fulfills requirements of a small town. The roomy apartments are designed in 1 + kk - 3 + kk. The building is designed with regard to the possibility of barrier-free housing. Disposition diversity of housing units meets a range of requirements of future tenants.

The thesis deals a project documentation of Crematorium with Ceremonial Hall in Kuřim. The building is located close to the existing cemetery on the outskirts of the city. The object is designed as a detached building, in the middle of building parcel. The proposal is conceived as a modern single-storey (partly two-storey) building divided into several sub-sections with different height levels of the roof and the Ceremonial Hall exceeds the height of the entire object.

This thesis describes the design of a swimming pool in Přelouč. This is a two-storey building with partial basement. Part of the building is covered with a flat roof and a swimming pool hall is roofed by wooden truss system. There is fitness center, fast-food restaurant, swimming pool with all accessories and technical support.

Master’s thesis „Behavioral studies of the timber footbridges structures“ deals with static models of timber footbridges. This thesis mainly consists of the behavioral study of historical timber footbridge in the village of Černvír in Vysočina. Based on the actual design of the bridge a three-dimensional beam model was created. This thesis also includes two contemporary alternatives of timber covered bridges. The individual structural elements were assessed according to the applicable standards. To analyze the model FEM program SCIA Engineer 2012 was used.

The subject of the master thesis is a design and static analysis of the load-bearing multi-storey steel structure with the timber entrance shelter of the multifunctional building in Znojmo city. There is a shopping centre situated on the ground floor, other floors are mostly used as offices. The ground plan of the steel structure has a shape of a regular 20-tagon with circumscribed circle diameter 30 m. The height is 35,5 m. The building has 6 storeys at all. The racking resistance is ensured by combination of frame-shear truss and rigid frame. In the front part of the building there is an airy cut-out space situated and it is running from the ground floor until the roof structure. The glue laminated timber shelter by the entrance of the building reaches a height of the first floor and its length is 10 m.