Subject of the diploma thesis is home for the seniors in Trutnov. The building is designed in steep terrain. The main entrance is oriented to the north. Consists of one basement and three storeys (floors). The house is built of building system Porotherm. Basement walls are concreet block. Ceiling construction consists of ceiling tiles Spiroll and Filigran. Roof construction is a flat. House is designed for disabled persons.

This work deals with the analysis of reinforced concrete structures according to the currently valid standard EN 1992-1-1 (EC 2) compared with the analysis according to the American standard ACI 318-08. Static solution includes an assessment of slab in local supports, calculation of columns and footings according to 1st critical state for both standards. The slab is also assessed according to the 2st critical state according to EC 2.

Project documentation of new P3 type firehouse is presented in this master thesis. Firehouse’s design is in accordance with ČSN 73 5710 Požární stanice a požární zbrojnice and includes premises for: administration, teaching, day and night emergency, gymnasium, firehouse’s workshop and garrage. Its structure is made of sand-lime brickwork wall system combined with system of reinforced concrete pillars. Ceilings are designed using prestressed hollow core slabs. Firehouse is completed by external wall insulation and single-coated roof.

The topic of this dissertation is a new building of Multifunctional building in Třebíč on parcelas number 1237, 1238, 1239. The Multifunctional building is situated on nursery sloping terrain. It´s designed as a four-floor house without a cellar. Ground plan size of the object are 15,35 m x 44,3 m. Parapet is situated 12,95 m high over the first floor. The building is build on a concrete foundations. From the point of view of construction the building is combination of a concrete breeze-block which are in ground floor and ceramic breeze-block which are in another floor of the building. Ceiling is designed from prefabricated filigran floor slab produced out of special liapor concrete. Staircase is iron-concrete with ceramic pavement. The object is roofed with flat roof which is drain of water using roofdrain.

Master's thesis addresses the design and assessment of the load bearing structure of the shopping gallery. The building is designed as a three-storey rectangular plan with a flat roof. The structure is composed of steel frames and composite steel and concrete slabs. There are proposed two possible solutions - variant with a flat roof and direct central gallery, a reinforced rigid steel frames and a variant with a cupola roofed circular inner atrium, solidified with rods.

The goal of the project si developnemt of project documentation for a construction realisation of energy passive block of apartments together with design of conception of forced ventilation with recuperation unit. The design of building is conceived as building with flat roof, reinforced concrete load-bearing structure and collective underground parking. During the design emphasis was placed on low energy consumption of the building. Its energy efficiency was analysed according. ČSN 73 0540 and processed statement of energy efficiency. The result energy consumption of the structure is A – extremely efficient.

The static solution at the new building mountain hotel The thesis deals with design and static calculation of pool tank, which is supported by columns and walls. Pool tank is designed as swimming pool with plan dimension 25 x 10 meters and with changing depth from 1,2 to 1,8 meters. The support of pool tank is in distance 5,02 x 5,05 meters. The adjacent ceiling is placed on the walls of tank and separates pool and technical areas. The calculations of inner forces were realized by computational programm for two models a) without decline of supports, and model b) with decline of supports. The design of reinforcement is performed for the bottom and walls of tank. The deformations modeling was made at the other part of the thesis. All results were evaluated and summarized at the conclusion. Drawing documentation was made subsequently.

Diploma thesis deals with design of a road bridge over Husí potok in Hladké Životice. The supporting structure of the bridge is designed in three variants, one of which is selected variant post-tensioned slabs. To address the internal forces is used computing software Scia Engineer. In the structural analysis of the bridge structure is assessed at the ultimate limit state and serviceability by European standards – Eurocodes. For chosen variant is prepared drawing documentation and visualization.

This master's thesis focuses on a preparation of a multifunctional building in Brno, on Vídeňská street. It is based on a project that has been realized in 2005. Construction-technological preparation of this project includes the design of securing of time, financial, and human resources, project of construction site layout, a design of construction machines setup, technological manual for construction of monolithic reinforced concrete structure, plan of controls and tests for quality, and a manual for obtaining permission for using public space and protection of historical tree.

The project deals the part of the structure of multifunctional building . It is a multi-storey building. In this project are designed slab, basement wall, continous footing, column and footing . Static system and the calculations of the internal forces was conducted in a student version of Scia Engineer 2012.