Master's thesis deals with risk management of enterprise which business in branch of providing software and software / hardware support. The goal of my work is to create recommendations how to control risks on the base of internal and external environment analysis and risk's analysis. Thesis is divided into two parts, theoretical and practical. The theoretical part contains general definition of risk and its categorization. The practical part contains environment analysis and risk's analysis. Identification of carrying assets and threats, which endanger assets, are part of risk's analysis. On the base of risks identification are created recommendations for risk management.

The subject of this thesis is the static design of load bearing structure of a flat-building. The flat-building is designed as a two-floors building with cock-loft. The ground plan of the house is 15,04 x 16,74 m, the height is 9,25 m. The house is considered as II. snow area and II. wind area. The load bearing structure is designed in two variations. In first variation is designed load baering structure of the house by steel thin-walled sections, in second variation is designed by timber sections. In both variations load bearing structures is made of columns, garlands, ceiling beams and roof truss.

The thesis deals with the design of a family house with a roof supporting structure in several variants. The first variant of the design is a collar beam roof structure, the second variant is used purlin with open truss and in the last, third, variant a flat roof is used. The house is designed as a timber structure with a frame construction system. Thanks to different variants of the roof structure, the sub-parts of the load-bearing construction system and layout differ. All three variants of the building were design as a one-storey family house with a cellar and a residential attic. The location of the house is not solved as on a particular site therefore no connection to the utility networks has been taken in account. The disposition of the building was created to accommodate a multiple-member family. The first variant of the roof structure design is supported by a static calculation of the collar beam roof structure. The other two variants were designed according to recommended empirical formulas or based on the manufacturer's system solution. All used wall structures have been assessed from a thermal technical point of view as well as assessment with regard to possible water vapor condensation in order to comply with applicable directives. The overall technical description has been elaborated. The diploma thesis also contains production documentation with a bill of quantities of all variants.

The subject of this master’s thesis is elaboration of project documentation for a multi-functional building according to the actual standards and norms given by law. The object has four floor above the ground and one floor partly below ground level with nine flats and two commercial premises. Residential part and commercial premises are separated from each other operationally independent and accessible main entrances. The basisc are made from contrete strips. The house is made by a brick technology of a ceramic blocks. The external walls are insulated with certified contact thermal insulation system. The building is roofed with warm flat roof.

The subject of my diploma thesis is to design timber and steel variants of riding hall. For static assessment was chosen timber. The hall is a one nave building. The dimensions of ground plans is 35,0 m x 75,0 m and the hall is 11.70 meters high. The load-bearing was formed by a curved glue laminated timber trusses. The building is located in Český Těšín, climate loads are designed for the area. The calculation were made in accordance with the Czech technical norms ČSN EN.

In my diploma thesis I designed 2 options for an arch roofing of place for dancing next to the restaurant in Dolní Jablonná. The first solution was designed as a timber structure with internal supporting arch from glue laminated timber. The second solution was designed as a two pin-supported steel beam. These variants were predesigned and as the final solution was chosen the timber structure. I designed a rafter, a glue laminated arch, a purlin, an anchorage and field joints. The thesis is including drawings of the layout design, details and anchorage plans.

The diploma thesis deals with the design of a mobile crane for working in a manufacturing environment. The crane has load capacity 600 kg, length of radius 3 m and load-lifting height 3m. It is equipped with the electric chain hoist with electric trolley, rotation by held by hand of burden. The diploma thesis contains crane design and control and design calculations of important components. Technical drawings are also part of the thesis.

The subject of this diploma thesis is design and static assessment of timber load bearing structure of multipurpose building in Plzeň. It is cupola consited of two radial curved ribs above a triangle ground plan with one oval edge. I got this shape by cutting the cupola vertically on these two triangle edges and that created two walls of the construction. The largest ground plan dimension of load bearing structure is 54,4 meters and the maximum height is +18,0 meters. The design is processed in two various drafts.

Diploma thesis deals with the design and assessment of load-bearing structure of lookout tower in locality of Spálava peak in Železné hory. Structure is designed on fourt-pointed star ground plan with dimensions 12 x 12 meters. Lookout tower is 35 meters high, the viewing platform is at a height of 30 meters. Structure is designed as a spacial truss. Most load-bearing elements are made of solid or glued laminated timber. The central column is made of steel.

Object of this master´s thesis is design of supporting steel structure for museum. Ground plan of building is T letter shape. The longest ground plan dimension is 60m. Height of partial sections is different. Maximum height is 12,2m. All sections of construction consist of similar structure system. Construction of roof consists of arched girders. Purlines are embedded on girders. Girders are held by columns. Stability of the structure is provided under system of bracing. The structure is designed for the locality of Brno.