The theme of this diploma thesis is design and check load-carrying steel structure of building for sport purposes in two variants. Building is situated in Holešov town. Primary emphasis is placed on purpose of this building and on her integration to the given locality. The steel structure is created by two objels, main (hall) and side part (admin. part). Both of this building have common east wall. Plan dimension of hall part is 40 on 40m and the highest point of this part is 15,9m height above ground. Admin. part is greated like frame with columns in 8x8m grid and 8m height. Overall height of this part is 8m. For analisys of internal forces was constructed spatial bar model which was used for an optimization of partial bars for both limit states. The cladding will be made by system of Kingspan panels.

The main task of the diploma thesis is to use the open areas between the streets Stefanikova, Reissigova, Sportovni and Pionyrská in Brno for creating a multifunctional urban structure with the appropriate functions. Diploma thesis is based on the urban-architectural design created in the previous semester project. Thesis closely addresses the proposed multipurpose building between the streets Stredni a Stankova. In the object is located school of arts, cultural and leisure center, restaurant, café, music club and rentable units. Under the building are designed collective garages.

This thesis discusses the preparation and organization of the extension construction of multi-purpose Pavilion in Pardubice hospital. The thesis contains a summary accompanying technical report, technical regulations for CFA piles and contact insulation system. Those 3 regulations have developed inspection and test plans. Next parts od the work are time schedule and an itemized budget of the pavilion, time and financial plan of the whole building, Occupational safety and health instructions, environmental issues during the construction, design of mechanical set, system of construction site project. There is also noise study made during the implementation of the construction of the pavilion. Finally there is also situation of construction, CFA pilot implementation scheme and contract.

The thesis contains analysis earthworks, foundations, carcass substructure of residential house on the street Kopečná 9 in Brno. The work also includes gradual changes in site equipment, detailed schedule of work for selected works, rough schedule of the whole building, construction budget, site equipment budget and details of construction. Specialization in the work addresses the specific use of roads and traffic signs.

The thesis deals with a design of the river Labe bridging in the city Hradec Kralove. In order to make option for cyclists and pedistrians to cross between shores. There were made three design variants. For detailed solution curved twin-arm arched structure was chosen. The aim of the thesis was design and assessment of Bering strucutre of the footbridge according ultimate limit states and serviceability limit state given by valid Eurocodes.

The thesis is focused on the opinion of an office building from the perspective of two different standards and comparing their approaches. These standards is a currently valid European Standard EN 1992-1-1 (EC2) and standard according to US standards ACI 318-11. In this work were considered pillars in the second basement and on the first floor. Was also assessed locally supported slab above the 1st floor and staircase connects the individual floors. All the completed elements were assessed according to the 1st ultimate limit state.

The main purpose of this work is a structural design of the building of theatre in Prerov city. The building has irregular shape. The structure is 72 m long, 54 m wide and 14,5 m high. Footprint equals to 2000 m2. Timber part of the building consists of glued laminated timber elements, as well as solid-sawn timber and steel ones. Steel part of the building includes tnasversal joint frames, composite steel and concrete ceilings, truss girders and bracings. This document includes design, internal force enumertion and structural assessment, including joints. Dlubal RFEM 5 structural analysis and design software has been utilized in the process. Drawings of the structure are enclosed.

The diploma thesis solves a theater with a cafe in the town of Humpolec in the Vysočina Region. It contains complete documentation for execution, assessment in terms of fire safety and in terms of building physics. Furthermore, the proposal ventilation for cinema, foyer and cafe. There is a cinema and a cafe, which is located on the second floor. Cinema is designed with a capacity of 196 seats, of which 5 seats are reserved for people with limited mobility. Screening is provided as 2D mode and 3D projection. The café is designed for moviegoers and the general public. The café seats 36 seats. The building is designed as a two storey with dissected floor plan with rounded shapes with no sharp edges with a protruding portion of the roof of cinema, which is located on the north side of the building and has the function division of the building into individual units. The building has dimensions of 39.15 meters x 29.45 meters. The supporting structure of the building consists of reinforced concrete reinforced walls and ceilings. In the southern part of the building with rooms Foyer café is designed glass facade of the LOP. Supporting roof structure over the cinema hall is made up of wooden trusses joined punched punched plates.

The content of this master's thesis is architectural and technological project of new built administration building Přelouč city. This project contains technological instruction how to build supporting structures from reinforced concrete, suggestion of used machinery,time schedule, quality plan, detailed costing, building management, design of work site and plan of work safety.

Diploma thesis is focused on the construction of a two-storey, partly basement, family reinforced concrete house. The ARCHICAD 22 program was used to design this object, the SCIA 21.0 program was used for the model and the subsequent calculation of internal forces. In addition to the static calculation, the work includes reinforcement drawings and drawings of the shape of selected monolithic parts made in AutoCAD 2021. Reinforced concrete elements are assessed in accordance with ČSN EN 1992-1-1.