This thesis has been written to create a supply of projects financed by Programme 2020 of the enterprise Forests of the Czech republic, s. e. in the area of wood construction. The thesis is devided in three parts. The first analytic part takes into account conditions of participation in public tender. The second technical part, which also includes suggested project documentation, presents three types of projected wooden constructions, which are going to meet public interest objectives, especially as far as vacation is concerned. Their detailed technical solution will be adapted to a concrete place of their realization. This is a project of a view- tower, a foot bridge and a wooden pavilion, while several projects of these constructions have been presented. The last economic part is focused on calculation of these contructions from the point of view of a business subject.

This diploma thesis deals with the improvement of recreational use in the nature reserve High Beta by placing the new observation tower. The design study of the observation tower is a reflection of surveys and analyses of the area in relation to nature and landscape conditions, recreational use and economic point of view. The theoretical part explores the concepts of recreation, tourism, observation tower and nature protection. Further the thesis includes the characteristic of the analysed area related to the natural, histotical and cultural contexts. The thesis is finished with the design part where three different visulalizations of the observation tower are processed. One of them is a study in the range of project documentation that recpects the regulations of the area.

Design of the territory and revitalization location

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 thesis deals with the design and assessment of the load-bearing structure of the lookout tower. The tower is 37.45 m high with the layout in the shape of a regular octagon. The object is located within the city of Zlín. The project is provisionally drawn in two variants. Hand-static calculation, drawings and engineering report is processed only for one variant. The variants differ in the structure of staircase. The thesis is drawn up pursuant to the standards of ČSN EN.

The contents of this graduation thesis is design and assessment of the load-bearing structure of the observation tower situated between the village of Horni Lhota and Provodov. The construction was designed as a steel structure in two variants. Type A is cuboid shape with a side lenght ground plan 6,8 m and height of 37,7 m. Type B is an hourglass shape with a height of 39 m. Ground plan is a regular octagon shape with variable diameter. Detailed static calculation and drawing documentation was processed only for option B.

The purpose of this diploma thesis is to assess the influence of the building's intention on landscape character. In the theoretical part, concepts such as countryside and landscape character, their anchoring in the legislation, are explained. The methodological procedures used for assessment of the landscape character are also described. Practical part is own evaluation and assessment according to the method of spatial and character differentiation of territory, compiled by doc. Ivan Vorel and his colleagues in 2004. First, the characteristics of the territory are determined. Then, by visualization, determined the landscape area concerned, and determined the landscape character values in it. The result is an assessment of the influence of the intention of building the lookout tower on the Třemšín hill, on the landscape in its surroundings, ie in Rožmitál.

The aim of the diploma thesis was to make a structural design of steel-load-carrying structure of steel lookout tower, in the grounds of domestic brewery in Humpolec. Lookout tower will be part of newly built centre for customers of the brewery. The layout and shape of the load-carrying structure of steel lookout tower follow the brewery chimney with height of 32.7 m with circular ground plan and outside diameter of 3.5 m in the heel and 2.3 m at the top. The chimney is independent of the construction of the lookout tower. The ground plan and dimensions of the lookout tower were considered taking into account the required spacing of the structure from adjacent buildings and ensuring sufficient dimensions for the required passage between the future lookout tower and the existing building of the boiler room. RFEM was used for calculation internal forces and assessment on individual structural elements, according to the valid Eurocodes.

The main aim of my master´s thesis was to design a load-bearing steel structure of the lookout tower situated in Brno-Kohoutovice. The height of the load-bearing structure is 35.5 m. My design comprises two different engineering solutions. Solution A is a lattice space frame whereas Solution B works with continuous columns with vertical bracing. For further development, Solution A has been chosen. The proposed structural material is the S355 steel. My thesis includes an engineering report, a statics analysis and drawing documentation.