The master´s thesis deals with a new road bridge on the road II/379. There are three possible variants in preliminary design but only the option of connected girder slab beam of four fields was selected. This variant was assessed by static calculation in accordance with European standards. Other important parts of this thesis are also drawings, construction progress, visualisation and technical report.

The project deals with the modernization of the agricultural building which leads to a change of the using building. In an effort was to make use of the building which goes to into ruin and to create jobs in this location. The building is located on the plot no. 212 on the north of outskirts of Opatovice I.. In the area there is a cowshed and a silage trough. The former cowshed will be rebuilt into a woodworking facility constituted by manufacturing and administrative part. The silage trough will be used as a waste stock. A new outdoor wood store will be built in the northwest part of the plot. The administrative building will be added to the main building with a basement made from permanent formwork. The ground floor and the first floor are made of clay bricks and reinforced concrete cross-reinforced slab 150 mm thick. The internal partitions in the 1st floor are made of clay block prartitions 115 mm thick. The internal partitions in the 2nd floor are plasterboard 100 mm thick. Rebuilding involves a large number of demolition work for example new openings in existing walls. The whole woodworking facility will be insulated by a certified thermal insulation system 100 mm thick on the production part and 180 mm thick on the administrative part. The object is covered with saddle roof shaped letter "T" with a sheet metal cover. The original hard landscaping will be replaced by an asphalt road.

The diploma thesis is focused on the design of structural support and construction modifications of a baroque wine cellar, which is part of a double-storeyed house. The first part deals with the statical analysis and structural support of a masonry barrel vault, which was loaded with a new building. The second part deals with the reconstruction of the double-storeyed object, which is in a state of disrepair with heavily developed cracks. The thesis contains a technical report, analysis of statics, drawing documentation and the work progress. The calculation of internal forces were executed by the software Scia Engineer 2017. The drawing documentation contains a formwork and reinforcement drawing, maping of cracks, leading of tensions in the walls and vault including of floor plans, sections and elevations, production plans of base plates and deviators, reinforcement drawing of concrete bond beam and finally the construction process of upper construction.

The aim of the master‘s thesis is static and structural design of polyfunctional house. The load will be determined according to ČSN EN 1990. The finite element method will be used for the calculation of internal forces. The design will be dimensioned according to ČSN EN 1992. Text part, static calculation and shape and reinforcement drawings will form the output of this work.

This diploma thesis deals with the comparison of design method of concrete constructions according to currently valid European standard EN 1992 and American standards ACI 318. For comparison was selected parts of the office building. In this work was assessed locally supported slab, columns and staircase.

Aim of The Diploma Thesis was to design load-bearing structure of a multi-storey reinforced concrete building, to realize structural analysis in Dlubal-RFEM software and dimension its selected parts. Designed structure is based on already erected building in office edifices campus in Brno-Slatina district. Its original number of storeys was increased from ten to nineteen, so the specific problems connected to high-rise building designing could be solved. Time dependent deformations of vertical structures were analysed in detail, so the changes in load of horizontal elements could be described more precisely, because of its direct dependence on compression of the columns. Within the paper, foundation structure dimensions were designed, assessment and design of composite columns assembly were made, as well of floor slab in 2nd floor with column deformations impact check on the 17th floor. Also, the external walls, pillars and shear core walls were designed and assessed. Formwork drawing of designed structure parts and detailed drawing of reinforcement of assessed elements were elaborated. Based on Diploma Thesis results it can be stated, that if influence of nonuniform load of vertical structures within the high-rise building designing is neglected, consequent project would presumably be uneconomic, or dangerous after an optimization attempts.

Master thesis Kindergarten in Polička is processed in the form design documentation for the construction. Two classes are designed in the building, each for 25 children, kitchen, technical background and facilities for staff. Part of the building is a large garden. It is a detached building with one floor and the part of the building with the basement. The surrounding terrain is slightly sloping. The building is made of masonry system on the concrete strip foundations. The building is insulated with contact thermal insulation system. The part of building is roofed with mono-pitched roof and the other parts are roofed with a flat roof.

The diploma thesis deals with designing newly built hotel with restaurant in the village Pasohlávky. Hotel is detached building. Hotel is located at parcel no. 3163/364, Mušov territory. This is a two above-ground floor with partial basement building. Supporting, peripheral and partition walls are designed from ceramic blocks POROTHERM in the upper floors of reinforced concrete wall and column. The building is based on foundation slab and strips. Hotel is roofed with a flat roof. In 1.PP is garage. In 1.NP is hotel rooms and restaurant with kitchen. In 2.NP is only hotel rooms.

Subject of this diploma thesis is to design structural system of multifunctional building in Brno. This apartment building has 4 storey. Main load-bearing elements are concrete ceilings, columns and beams in first and second storey. In third and fourth storey are main load-bearing elements masonry and concrete ceilings with beams. Also there is prestressed beam in first storey. The structure was assessed for ultimate and serviceability limit state acording to standarts and regulation. Drawings and drawings of construction are part of the diploma thesis.

The purpose of this diploma thesis is processing of ducumentary for mixed-use building in cadastre unit of village Vendryně. This building plot is situated on the outskirts of Vendryně. New building is designed as detached building, without cellar, with four floors. Wall structural system of building is made by sand-lime block. Floor and roof structure is consists of prestressed concrete floor. Roofing of house is made by flat green roof. On the first floor there are café, travel agency, dental laboratory, technical place and storage. The second floor is stated for administrative purposes. There are some offices, staff facilities, sanitary and technical places. On the third and fourth floors is situated dwelling unit. Three flats are in third floor and two flats are in fourth floor. Size of flats is designed as 2+KK and 3+KK.