The diploma thesis focuses on the design of a new timber construction of an equestrian hall for horse dressage in Moravské Knínice. The building will be placed in the location of the current inadequate riding hall, which will be demolished as part of the modernization. The design should respect not only the basic typological, legislative and hygienic requirements, but also the requirements of the investor for the operation of a year-round equestrian hall. Part of the thesis will also be a site study of the whole area with adjacent operations of the given purposes. The proposal respects the local conditions, set out in the local zoning plan, the specific needs of the rural site and the presence of existing utilities. The main output will be the partial drawing documentation of the equestrian hall in the scope of the building permit with the technical description of the solution. An approximate cost of realization will be determined using a uniform classification of building constructions. A 3D visualization of the proposed construction is also prepared to illustrate the idea.

Diploma thesis is focused on topic of lookout tower, statist calculation through the use of software about static calculation and basic layout documentation. General facts about lookout towers and basic static effects, which should be forced on construction are at begining of text part. Central part presenting the own proposal of wooden lookout tower and next it shows material and design of construction loookout tower. Final part evaluate the result thesis and shows plan documentation.

The diploma thesis describes the design of sacred buildings, where wood is the dominant carrier material. Two possible variants are suggested, one of them is selected for further processing and the second one remains only a draft. Attention is given to the design of suitable roofing. The supporting roof structure consists three-articulated beams of glued laminated timber. The theme of the roof is also engaged in research, which focuses on modern wooden churches.

The thesis is focused on the design of the sports hall. The building consists of several materials, from reinforced concrete, ceramic bricks, insulation panels to wooden roof structures. In the design, valid standards were adhered to mainly for sanitary facilities and tribune design standards. The work includes static calculation of the roof structure in RFEM, and a fire safety solution is created containing drawings and fire report.

This master thesis deals with the design of load-bearing capacity of the observation tower in Besky-dy. The material used in main column is steel S355. The main column is a circular hollow construc-tion with diameter of 2,2 m. Inside the column is located a double spiral staircase. The upper part of observation tower simulates shape of treetop by rip column. It is made of glue laminated timber GL24h. The tower has four platforms of hexagon shape. The largest platform is 12,2m wide. The height of struction is 37,5 m. Internal forces have been calculated in software RFEM and based that the structural assessment has been made. The thesis is drawn up pursuant to the standards of ČSN EN.

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.

This diploma thesis deals with the design of the structure of the multi-storey building of the Technical Museum in Olomouc. This timber structure is made of glued laminated wood with the strenghts Gl24h and Gl32h. It is a complex of six adjoining buildings, which are shifted from one another in both transverse direction and the heigth. The ground plan dimensions of the parcel on which tha hal lis decomposed is 40 x 80 m. A complete static design solution, including its foundation, anchoring and selected type connections, has been solved.

The subject matter of this diploma thesis is a design timber structure of riding hall. The hall is a one nave building. The dimensions of ground plans is 32,0m x 70,0m and the hall is 10,0 meters high. The load-bearing structure consists of arched ribs.This timber structure composed of glued laminated timber. The building is located in Valašské Meziříčí, climate loads are designed for the area. The calculation were made in accordance with the Czech technical norms ČSN EN. The structural design and analysis is performed by software SCIA Engineer 17.

The subjekt of this thesis is a design of a viewing tower located in the area of Brdy. The structure has been created as a 3D model, the internal forces have been calculated with the use o finite element method in a structural engineering software Scia Engineer 15.1. Based on the knowledge of theses forces the design of the structural systems has been done. The materials used on this construction are glued laminated timber and steel. The height of the tower is 25,725 m. The floor plan is a shape of a circle and fluctuating smaller with the gaining height. The main structural systém consists of 8 curved posts which are radiály situated on the circular floor plan. The tower has 3 observational platforms.

Object of Diploma thesis is the structural design of a load bearing structure of the aquapark in the Brno area. The main structure is designed as lamella arch on the cylindrical surface with one curvature with 30 m span and 4.5 m camber. The structural material is glue-laminated timber with inner steel plate joints.