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The structure of mountain hotel in Beskydy
Danelová, Veronika ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The diploma thesis presents design and assessment of a loadbearing timber structure of mountain hotel in the Trojmezi u Hrčavy area. The object is a two-storey building without cellar and with attic rooms. The object has a floor plan of an incomplete octagon with a roofless central courtyard. The structure spans 36 meters at its widest dimension and the maximum height reaches almost 12 meters. The individual segments are covered by mono-pitched roof with 27° slope. The main loadbearing elements are constructed of glued laminated timber and solid timber with steel joints and gypsum fibreboard cladding. The loadbearing structure is designed and assessed in accordance with relevant standards, taking ultimate and serviceability limit state into consideration. The thesis includes an engineering report including bill of quantities, structural design report and drawings of loadbearing structure, anchorage and selected details.
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Sports hall
Návarová, Michaela ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The thesis proposal is developed wooden structure sports hall. The hall is designed for general sports (handball, football, tennis, volleyball, basketball). Plan dimensions of the hall are 26,5 m x 45 m and variable height.The structure is designed for the České Budějovice. Carrier enclosure is designed from the glued laminated wood with axial distance of 3 m Purlins are designed as simple beams with axial distance of 2,5 m and PUR sheathing panels are used. Articulated connection is made with steel pivotal connections.
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Load carrying structure of a riding hall
Patrný, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The aim of this thesis is the design and assessment of the load carrying structure of a riding hall in Třebechovice pod Orebem. It is a rectangular hall with dimension of 36 meters x 72 meters with a gabled roof that will be utilized for dressage and equestrian competitions. Hall dimension is determined by the riding area 25 meters x 60 meters,by the safety clearances and grandstand for spectators. The load carrying structure is made up of thirteen crosslinks by six meters of solid-columns and lattice trusses connected by purlins. The spatial rigidity of the structure is ensured by the bracings system.
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Sports hall
Štelc, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This diploma thesis deals with the design expertise and supporting structures the single-roof sports hall for locality Brno. The ground plan dimensions are 42 x 72 m and ground clearance of about eight meters. Two variants are processed and selected variant is elaborated in detail. The sports hall is designed for most sports played indoors. In a static calculation are designed and assessed the main load-bearing elements such as truss glued laminated timber, wooden purlins, columns, girts and bracing. The work includes drawings.
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The mountain hotel in Jeseníky
Holub, Radim ; Straka, Bohumil (referee) ; Šmak, Milan (advisor)
Design of timber structures of mountain hotel is performed. The building is slab-on-ground, three – storeyed, plan size axially 36×15 m. Total build up area is about 567 m2. It’s constructionally timber skeleton structure of modern construction that consist of supporting members and joists in several meter grid. Wall and floor frames, that provide object stability, consist of components of elementary frame structure. The roof of building is designed as plate girder in modul grid with lengthwise purlin.
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Riding hall
Cmajdálková, Alžběta ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis deals with the design od the construction of riding hall. The riding hall ground plan dimensions are 78,0 x 47,1 m, height is 15,6 m. Trackway has dimensions of 60 x 25 me is suitable for test for jumping horses, for more plant and equipment focused on dressage. The structure is designed for the area of Český Krumlov. It is a curved construction of glued laminated wood. The riding hall is made of cross- binding- triple joint arches. Individual cross-binding are distanced 3 m. Arcs are connected by purlins. The stability of the whole construction is toughened by six areas.
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Load bearing structure of a multi storey building
Janči, Michal ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
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.
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Multipurpose Sport Hall
Plačková, Markéta ; Straka,, Bohumil (referee) ; Buchta, Stanislav (advisor)
The bachelor thesis deals with design and assessment of timber load-bearing structure of multipurpose sport hall. This building occurs in locality Svitavy. The plan dimension is 51,4 m x 80 m. The height of the structure from the ground is 18,78 m. The main load-bearing construction is symmetric arched beam from glue laminated timber with a radius about 24,6 m. A stability of girders is ensured by purlins and bracings together. A gable walls are desinged from columns and girts and a glass facade. The construction was modeled by program RFEM 5.06. The part of bachelor thesis has been formulation of structural design and drawings.
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Multipurpose load-bearing timber hall structure
Matuška, Martin ; Sýkora, Karel (referee) ; Straka, Bohumil (advisor)
This Master’s thesis is focused on the design and structural analysis of load-bearing structure of a multipurpose hall that is strained by the permanent load, working load and climatic load. The hall has the shape of an elliptical dome. Maximum margin of the structure is 60,0m and maximum height is 18,0m. Main carrier elements of the structure are radially arranged curved beams made of glued laminated timber, class SA(GL24).
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Footbridge
Grussmann, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Master´s thesis deals with design and complex static assessment of timber roofed footbridge structural system. The calculation part is divided into three main chapters, that are dedicated to determine load impacts on structure, to particular structural and roof members assessment and also to design details of connections. The lower part of structure is formed by flat arched main beams of glued laminated timber, floor beams, stringers and under-deck bracing. The upper part of footbridge is formed by structure of gabled roof and additional bracings. Transversal frames of footbridge copy the shape of arch and they are arranged orthogonally to its axis. They form a radial fan with commom centre in the longitudinal direction. The static scheme of structure is thought as a statically undefinite system thanks to the bedrock surrounding the footbridge.
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