The purpose of this thesis is to study behaving of thin reinforced concrete shell structure with a huge span which overcomes two hundred meters. The main goal is to find an ideal shape of such structure to ensure only compression without bending tension which allows us to cover huge area with a very thin shell. For solution of internal forces was used the finite elemet method (ANSYS).The blueprints of shape of this shell are the part of this project.

This thesis deals with the detailed documentation of the medical center . Estimated location of this building is on land No. 677/1 in Kutna Hora in the hospital Kutna Hora in the administrative area of Kutna Hora in Central Bohemia. Currently no land use. The land is owned by the investor , which is the Central Region. Newly built four-storey medical center will serve mainly for the provision of outpatient health care professional doctors and pharmacy , then there will be placed exit station emergency medical services and emergency medical call center services 155, 112 and emergency office space. The project was based on the layout of the study. The result of this work is to complete detailed documentation of the A building. Documentation includes drawings situation , surveying the situation , floor plans , sections, elevations , drawings, foundations , ceilings and details. Furthermore, a technical report , listing the elements of fire safety of the building , Thermal and acoustic assessment of the construction , specializing processed from concrete structures and building ventilation .

The purpose of the master thesis is the Residential house, Nachod - Tepenska. The building is situated near by the city center of Nachod. It contains 6 floors. In the first floor there are two comercial areas, technical room and parking lot. The roof of parking lot serves as a terace for the second floor. In other floors are situated flats. Whole building is covered by flat roof. The ETICS is applied. The insulation from mineral wool is used. The master thesis includes the blue prints of the building.

Diploma´s thesis of Senior citizens' home is compile in project documentation by legislation in force. Object is situated on plat 260/3 in Sadová. In the building, there are part with apartments and coffee room. It is three-storey cellarless building with flat roof. Acces to building and coffee room is barier-free including parking. House is with elevator. In each floor is barrier-free apartment. Project is compile including static analysis of connection girder, fire safety solution and thermal technical assessment.

This master´s thesis“ Load-bearing Structure of Multi-purpose Building“ is processed in the form of project documentation according to applicable regulations. It deals with static solution of monolitic reinforced concrete construction of administrative building of Česká spořitelna. Subject of the solutions is reinforced concrete monolithic point – supported ceiling slab, columns and staircase.

The topic of this diploma thesis is design of new Mountain hotel in the cadastral area of city Michlova Huť, part of city Vimperk. The hotel is designed as a monolithic reinforced concrete wall structures based strip foundations. The ground plan is designed as a rectangular object, to which is attached a smaller rectangle providing the main entrance to the building. Load-bearing structure of pitched roof is designed by a reinforced concrete structure. The roof is solved as a double-layer with air gap for ventilation. The total capacity of hotel are approximately 70 guest and 15 workers.

This Diploma thesis is focused on design monolithic concrete construction of multi-storey administrative builiding including its foundation. The slab construction over the first floor is designed like locally supported. Calculation of internal forces is made by computer software called Dlubal RFEM. Results of internal forces are checked by simplified method.

The aim of this thesis is the design of curved footbridge across the river Bečva. Curved footbridge consists of a supporting steel arch, which brings the steel struts to the steel arch under the concrete deck. The steel arch with crosspieces is coupled with concrete deck using the coupling pins. The deck is formed from reinforced concrete. Structural model is carried out in a computer program ANSYS. The structural design is handled in accordance with applicable European standards. The design considers pedestrians load and temperature effects.

Purpose of this master’s thesis is to compile structurally – technological aspects of the project of new housing building in Brno. Thesis concentrates on technological phase of upper rough construction, which involves prescriptions for masonry of walls and constructions from reinforced concrete. Thesis is also includes suggestions of constellation of machines, time plan, supplying of construction site, rules of workplace safety, quality requirements, solutions for organization of construction and maintenance of the building. Conclusion of this master’s thesis is comparison of different systematical variations of constructing peripheral wall based on many structurally – technological factors.

This diploma thesis deals with the supporting structure of the Multifunctional house in Brno. Elements are solved locally supported slab, columns, walls, patka.Statický calculation of internal forces was conducted in Scia Engineering.