The diploma thesis deals with the project of the horse-riding grounds situated near the town of Žďár nad Sázavou. The complex of buildings consists of two riding halls, a groundskeeper’s flat, stables with a zone for riders and outside stable-boxes for horses. The buildings are laid out in a way to create a closed farmyard. There is a built-in unit located in the larger hall together with accommodation and restaurant with a great view to the riding hall. The horse-riding grounds are used for equitation In the first place. The two outside sandy riding arenas and the two indoor halls give an ideal opportunity for regular horse training as well as riders training. The halls would be also useful for holding the riding works all year round. It is possible to stable 19 horses in the indoor stable and 8 more in the outside stable-boxes in the farmyard. This diploma thesis deals with the project of horse-riding hall with a built-in unit, it also deals with a project for the groundskeeper’s flat and outside stable-boxes for horses. In the framework of the diploma thesis two specialties were elaborated – the project for heating in the built-in unit and the groundskeeper’s flat as well as the project for roofing the riding hall with the glue laminated timber girder. There are seminar paper and architectonic sketches included in the diploma thesis.

Diploma thesis deals with the design and assessment of the load bearing structure of a multi-storey building, proposed by the combination of two materials, steel and glued laminated timber. The building has a V-shape, the angle between legs is 120 °. Floor plan dimensions of one arm of the building are approximately 40x20m, building height is 24.3 meters. The building is designed with a flat green roof. The load bearing structure is solved as a heavy frame, lower three floors are made of steel and serves as the business premises, top four floors are residential, and their structure is designed of the glued laminated timber. Bracing of the whole structure is solved by a system of crossed steel rods.

The subject of this diploma thesis is the construction of a timber foot bridge over the wolf run in the Šumava National Park. The total length of the bridge is 240 m with two ground plan bends. The foot bridge includes three viewing decks, two of which are covered with shed roofs. The foot bridge is divided into 16 segments. Each segment is 15 m long with a width of 2.2 meters. The ground plan dimensions of the viewing decks are approximately 15x7 and 15x11 m. As the main structural material has been chosen glued laminated timber of the strength class GL28h, other elements are made of solid timber of the strength class C24. The thesis includes an introductory document, options analysis, technical report, static analysis, bill of material and drawings.

This master’s thesis deals with the design and static assessment of a lookout tower in The Brno Zoological Garden situated on the hill called Mniší hora. The construction of the lookout tower is meant to be of a circular ground plan and its overall height is 31 m. The construction was designed in two variants. For both methods was used a combination of steel and solid or glued laminated timber. For detailed elaboration was selected only one variant. The lookout tower was assessed in a Scia Engineer 15.1 software.

This thesis deals with massive wooden buildings especially with regard to the current approach to their design, assessment and approval. In this thesis are shown future possibilities of development of traditional wooden buildings with regard to current thermal technical requirements. Theoretical considerations are then compared with measurements which were performed on massive wooden wall samples.

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.

The aim of the final thesis was to design and assess timber loadbearing structure of planetarium located in Brno and height of the construction 10 m. Designed building of planetarium consists of dome and hall, which operate separately. The structure is designed from glue laminated timber, solid timber and steel bracing, ridge ring and connecting elements. Building foundations is solved by reinforced anchor blocks fixed to foundation pads, which are connected by foundation strips. Loadbearing structure of the dome consists of arched beams together with purlins and ridge ring. Stability is ensured by 4 fields of cross bracing located between purlins. Loadbearing structure of the hall consists of roof and wall beams connected by frame corners together with roof and wall purlins. In gable walls is structure complemented by columns. Stability is ensured by diagonal and vertical elements situated between wall purlins, which together form a truss system.

The subject of the final thesis is timber footbridge for pedestrians and cyclists over the Desna river in Loucna nad Desnou village. The length of the footbridge is 30 m, width 3 m and height is variable from 4 to 5 m. The footbridge is covered with roof inclination of 20° in transverse direction and the roof is arch in longitudinal direction. Roofing is metal sheet. The structure is three-dimensional truss consists of two truss connected by rafters, floor beams and by members of bracing. The 2D-truss consists of bottom chord, top arch chord and webs. There are end posts made of streel bracing frames. The material of structure is mostly glued laminated timber, then timber and steel. The steel is used for connectors and steel bracing frames.

The aim of this diploma thesis is a design of the multy-storey steel structure with a wooden dome structure of the shopping centre in city of Banská Bystrica, Slovakia. Minimum build-up area is 2 000m2. Minimum number of storeys is set at 2. Steel structure is composed as a frame construction with composite steel-concrete ceilings. Building has 2 storeys at all. Wooden structure of dome is composed by glue laminated curved beams. The structural design and analysis is performed by software SCIA Engineer 15.

The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.