Diploma thesis is focused on a design of the road bridge of the category S7,5 in cadastral territory of a municipality Polanka nad Odrou. Three preliminary studies have been proposed. Box girder beam with a slant walls were selected for more detailed processing. Construction of the bridge is going to be build by time-dependent analysis on a solid formwork. The calculation of load is done by using computer software Midas Civil 19 v 2.1. and Scia Engineer 19.1. Selected preliminary was assessed according to the recent Europan standards.

This diploma thesis is focused on static analysis, design and check of tank roof. There is design and check of main load-bearing elements of tank roof in this thesis according to ČSN EN 1992.

The topic o thlis thesis is design of the structure of a bridge. The beam structure is chosen from three variants of the solution, the structure is formed by a bracket above the pillars and prepared prestressed beams. Various construction procedures have been verified and assessed for the serviceability and load-bearing limit states according to the applicable standards and regulations. Drawing documentation and static calculation are processed.

The content of the thesis is a static design of the supporting parts of the extension of the textbook pavilion of the elementary school in Mirošov. The proposed building is a four-storey reinforced concrete monolithic column construction. The ceilings above the first three floors are designed as cross-reinforced slabs with internal girders. The roof slab consists of a monolithic slab with additionally prestressed beams. The internal forces were calculated using SCIA Engeneer 19.0 and these values were subsequently verified by manual calculation. The design followed the applicable European standards. The result of the work is a static assessment of the object and corresponding drawing documentation.

The diploma thesis deals with the design of the boarding house located in Lipnice nad Sázavou district of Havlíčkův Brod. The thesis contains complete design documentation for building construction, including assessment in terms of building physics and buildings fire protection. The construction has a U-shaped platform, with two-storey buildings facing each other, connected by a single-storey middle part, where house background is located. We will find here restaurant, kitchen, playroom, wellness, two barrier free rooms, thirteen regular double rooms and eight two-room apartments Construction is brick of sand-lime blocks, insulated by contact thermal insulation system. The ceilings are made of prestressed concrete floor slab. The roof above the two-storey buildings is saddle roof, where the load-bearing structure is formed by a truss. On the single-storey part there is a flat roof, where the supporting structure consists of prestressed concrete floor slab.

The aim of this thesis is to make a project documentation of building School of art. It´s a brick object with partial basement and there are 2 aboveground floors. The entrance of the house is situated north. The object has grand plan which is shape of the letter U and its roofed by flat roof with waterproofing from modified waterproofing strips. The peripheral masonry on the above-ground floors is designed from clay masonry POROTHERM and from permanent formwork Diton in the basement. Ceiling constructions are designed from prestressed concrete deck slab Spiroll. The whole building is insulated by contact thermal insulation system. When designing the external appearance of the building the regulations of the surrounding buildings, which consist of houses with flat roofs, were taken into account. The color and material solutions were also based on these principles. The combination of white and brick colors creates a modern look, which enhances the horizontal separation of individual floors by contrasting color line in gray. The premises of the new school also include large outdoor atrium spaces and a park area south of the atrium, which can be used for outdoor teaching and public productions.

The subject of this diploma thesis is the design of post-tensioned road bridge over the valley. Two preliminary studies have been proposed and one of them was selected for more detailed processing. The selected variant is a box girder with a constant height 2,5 m. The construction id divided into five span and its total lenght is 240 m Span length of construction is 18,0 m. The construction was assessed for ultimate and serviceability limit state acording to standarts and regulation. Drawings and vizualizations ard parts of the diploma thesis.

Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.

The dissertation Pension for recreation is composed in a form of project documentation which comprises all the reguisites required by current regulations. The designed Pension is placed on the site numbered 947 in Kardašova Řečice. In this three-storey building,there is 19 housing units, sauna , restaurant and gym. Constructional system is projected from lime-sand bricks, prestressed concrete ceiling panels, wooden girder trusses. External surface finish of the building is contact thermal insulation system.

Master´s thesis describes the design and assessment of selected elements concrete factory building with office block, elaboration of shape and reinforcemenet drawings of selected structural prefabricated elements. The work also includes technical report and details of connection elements. Calculation was performed also using a computer program SCIA Engineer and Excel.