This diploma thesis is exploring the plan for the construction of kindergarten in the city of Velíková. The kindergarten is located in the north part of the properties with numbers 528/1 and 63. It is a two-floor building with partial basement. The building is designed for three classes with the total number of pupils being 54. In the western part of the property a car park is designed with 18 parking spaces in total. From the layout perspective, on the first floor, there are two classes and a utility rooms for the employees. All rooms have a separate entrance, so that there is no obstruction or interference. On the second floor, there is one class and a school staffroom situated. There are storage and a technical facility located in the cellar. The building’s supporting system is made from sand-lime bricks. Reinforced concrete panels Spiroll create the roof construction. The diploma thesis contains project documentation for construction work.

This master´s thesis „Multipurpose building in Kromeriz“ is in a stage of project documentation of new multi-function building. The builing is designed as detached building with four stories and a flat roof. There are commercial areas – caffe, reality office and clothes store – in the first story. Then there are cellar for flats. There are situated 14 flats in two stories . There is designed a luxury flat with a huge taxace in the fourth story. The building is projected in a system of Heluz company and it is based on the wall footings. A construction of ceilling is made by steel concrete slab

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.

The master thesis is aimed for design and assessment of main bearing segments of reinforced concrete structure of apartment block: monolithic reinforced concrete slab over the second floor, foundation slab, stairway slab, pillar and wall beam. Constituent part of the thesis is also drawing documentation of reinforcement of selected segments. Calculation of the internal forces is made at graphical software system Scia Engineer.

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 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.

The main goal of this diploma project is detailed design documentation of the House with hospic care, Litomyšl. The building consists of two upper ground floor levels. First ground floor is partially recessed into the terrain. The layout responds to the main purpose of the building - healthcare and social centre. Hospic is located on the edge of the city, it has the L-shaped form. The area with rooms for patients is distributed along the southern facade. The objective of connecting the interior and garden in the courtyard has been considered while forming the exterior finishing surfaces. The capacity of the hospice centre is 15 beds. The building structure is made of masonry walls with reinforced concrete slabs and combination of single sloped roof with flat roof.

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 aim of the diploma thesis is static solution of selected parts of the residental house with formwork drawings and reinforcement drawings of designed structures included. Project describes the design and assessment of the monolitic slab structure, precast stair flights, basement loadbearing wall and retaining wall. For calculation of the internal forces was used software Scia Engineer.

The content of the thesis is a proposal of steel load-bearing structure (carrying structure of a steel) bridge of the span of 31+74+31m with the bottom bridge deck taking over the second-class road in the territory of Olomouc city. The bridge deck is created by composite steel-concrete slab with crossbars. The solution was focused on using arched construction in the middle of the bridge with different tilt of arches to the horizontal central axis of the bridge. Under the term of the solution four alternatives have been calculated. The most optimal solution was selected and processed in detail. The calculations were made in compliance with the Czech technical norms ČSN EN.