This Diploma Thesis addresses the new building of the municipal library. Building has two floors and one basement. Operation of library is divided into public and private part. In the basement there are technical facilities, storage space and archive of books. In the first floor is space for the readers and coffee bar. In the second floor is study room, conference room and offices to ensure the operation of the library. All floors are equipped with sanitary facilities and room for staff. The building is covered with flat ply roof.

The thesis is focused on the design and assessment of selected elements of load-bearing structure of hospital pavilion. This pavilion consisted of board frame with additionally lined self-supporting perimeter cover. Selected elements of the structure are locally supported slab, columns, foundation pad and staircase . Computational model was assembled of the software RFEM5. Internal forces locally supported slab were verified by manual calculation. The design documentation consist of engineering report, structural analysis and shape and reinforcements drawings of selected structural elements.

The master's thesis deals with static analysis of selected reinforced concrete elements of an apartment building. Specifically solved are the reinforced concrete slab of above-ground floor, point-supported slab of underground garage, the most exposed column, staircase, load-bearing wall of shear core, external load-bearing wall and building foundation on piles. Load effects were calculated using the Axis VM 12 software. Design of foundation was solved in the Geo 5 software. The thesis includes shape drawing documentation of selected elements.

The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.

This diploma thesis addresses the project documentation of a autosalon. This building is situated in the region Vysočina, the city Jihlava. Autosalon is projected for a car dealerdealership and a comon administration. Building has two floors. Structure is column beam system. Building is covered with flat roof.

In this thesis are solved the newly built 'hotel in Brno ". The building is freestanding. It has five storeys. The structural system is reinforced concrete skeleton. Columns in combination with masonry infill Porotherm. The building is based on the footings. The building has two height levels. The first is covered with a flat roof vegetation and the second single-roof bitumen sheets. The building is insulated contact system. On the first floor is a reception, restaurant with kitchen, fitness center and facilities for the hotel staff. The second floor of the portion used for guest accommodation. The second part is a cafe with cold kitchen and meeting room attached to the bar. In the third to fifth floors are guest rooms and technical background. On the fifth floor are apartments

This thesis deals with the reconstruction of the Adamov municipality,based on a solution of barrier-free building use, overall improvement of the energy performance of the building and creation of new office spaces in the form of a loft. The object is located on a building site in the town Adamov. The object is currently connected to a III. road, parking space and utilities. It is a building with three above-ground floors and one basement floor. The ground plan of the municipality is rectangle-shaped, the maximum outline dimensions of the rectangle are 28.38 x 16.70m. Existing vertical supporting constructions are mason made of fired bricks. The roof frame structure is made of wood, construction framework stagnant stool, fired tiles are used as roofing. Floor surfaces are formed by ceramic tiles or vinyl. The entrance part is covered with a flat roof. The entrance area will be redesigned as a barrier-free, with a connection to the elevator that goes through the entire object. The sanitary facilities in the first and in the second floor will be renovated. Newly created attic floor will be – except for the lift - connected to the interior of the building by a new steel staircase and the walls on this floor will be of a light type. Holes fillings will be changed in the perimeter walls. A thermal insulation of the entire object by a contact heating system will take place. This thesis consists of preparatory work and studies, implementing documentation, text reports, calculations of the thermal technical assessment and fire safety solutions. Project documentation is made in accordance with currently valid laws, regulations and standards.

Diploma thesis deals with the design of a carrier structure of an administrative building. It is a new building, which is located in the city of Brno. The building is solved as a reinforced concrete skeleton with stiffening core. There ares five overground floors. Thesis is focused on the design and the static assessment of selected parts of the building. It includes a drawing documentation.

The master´s thesis is focused on a design of monolithic reinforced concrete construction of an apartment building. The content of this work is design of two ceiling slabs, staircase, supporting columns, walls, girders and concrete pile construction of foundation. Thesis includes working-out of static calculation, elaboration drawing of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analysed.

The diploma thesis is focused on structural design and assessment of lookout tower. The elements of the lookout tower are made of cast-in-place reinforced concrete except for the stair flight, which is made of prefabricated reinforced concrete. The output of the diploma thesis is a structural design report and drawings of the shape and reinforcement. The calculations were performed using Dlubal RFEM 5.26.02. The drawings was processed by AutoCAD 2020 with the RECOC extension.