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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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Design of footbridge over I / 11 road in Ostrava
Mikhno, Yevgeniy ; Nečesal, Petr (referee) ; Marván, David (advisor)
The aim of this bachelor thesis is variant design and assessment of loadbearing structure of steel footbridge over I/11 route. Main superstructure will have two steel arched beams joined with lower orthotropic deck using suspenders in the „V“ shape. For assessment of superstructure a three-dimensional structural computational model was created in software Dlubal RFEM 5.20. The span of the footbridge is 48,71 m, free width is 4 m, height is 7,5 m. The structure was designed according to currently valid standarts to the ultimate limit state and serviceability limit state. Supporting elements are designed from steel of class S355.
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Pedestrian bridge in Hradec nad Moravicí
Janeček, Tomáš ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of this thesis was to design and assess a footbridge over the Moravice River for pedestrians and cyclists, as the existing footbridge is in poor condition and it is narrow, so it doesn't allow convenient movement of pedestrians and cyclists. The footbridge is located in Hradec nad Moravicí and connects Žimrovická Street with the sports complex on Na Potůčku Street. First, four different variants were considered, from which the most advantageous design was selected, and it was then solved in more detail. The winning variant is a steel arch footbridge with a lower bridge deck, while the bridge deck is suspended on two rigid arches by means of tie bars. The span of the footbridge is 28 m, the span of the arch is 5.5 m, and the entire structure is made of S 235 steel except for the screws and system tie bars.
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Tennis hall load-carrying steel structure
Pham, Hoang Anh ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content od the bachelor these is a proposal and evaluation of steel load - bearing structure od a tennis hall whit a floor space of 40x30,133 m. The builing is situated outside the urban area ner the Lipno nad Vltavou municipality. The hall consistis of 9 cross links spaced by 5,0 m. The main load – bearing systém consists od arched trusess, purlins, sway bracings longitudinal bracings, that support the spatial rigidity of the construction. The calculations were made in compliance whit the Czech norms ČSN EN.
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The steel construction of a volleyball hall
Polerecká, Katarína ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of this work is design and assessment of the steel roof structure of the hall object designed for volleyball training and events located in Brno. Ground plan dimensions are in the shape of a rectangle with a floor space 30 x 40 m. The hall consists of 9 cross-lenks spaced by 5 m. The truss girders are arc-shaped, pinned on column. Structure is divided into two areas with hight diference of 6 m. Spatial stiffness is ensured by a system of longitudinal, diagonal strut and purlins.
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The Kindergarten
Pospíšil, Jaroslav ; Šuhajdová, Eva (referee) ; Šuhajda, Karel (advisor)
The aim of diploma thesis is a design of project for realization of a building of kindergarden construction. Also there are solved suitable disposition for this purpose and design of a bearing structure with a respect to static and thermal part of documentation. Part of kindergarden is designed as day nursery. That means the building is used for care for children in age of 6 months up to 6 years. The kindergarden has three classes with overall capacity of 60 children. The day nursery part of the building has capacity of 12 kids. The building has two floors without basement, groundplan has irregular arched shape with structurally divided parts. A shape and altitude of the building is adapted to vertical alignment of a ground. The main entrances into the building are situated from two height levels of a slope. A residential rooms are situated from southeast to southwest. Part of the building is protected from north by adjacent soil. The structural system of kindergarden is timber. Structurally divided part of day nursery is a combination of hidden reinforce concrete skeleton and lime-sandstone masonry system. A ceiling structure is made of glue laminated timber system. Roofing of the building is solved as vegetational roof with a smooth connection to slope terrain by arched structure. A facade is made as breathable system of timber plates.
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Steel structure of training tennis hall
Vlček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is a proposal and evaluation of a steel load-bearing structure of a rectangular tennis hall with a floor space of 40x63 m. The building is situated outside the urban area near the Moravičany municipality. The hall consists of 11 cross-links spaced by 6.3 m. The main load-bearing system consists of spatial arched trusses, purlins and lateral bracing that support the spatial rigidity of the construction. The calculations were made in compliance with the Czech technical norms ČSN EN.
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Design of footbridge over I / 11 road in Ostrava
Mikhno, Yevgeniy ; Nečesal, Petr (referee) ; Marván, David (advisor)
The aim of this bachelor thesis is variant design and assessment of loadbearing structure of steel footbridge over I/11 route. Main superstructure will have two steel arched beams joined with lower orthotropic deck using suspenders in the „V“ shape. For assessment of superstructure a three-dimensional structural computational model was created in software Dlubal RFEM 5.20. The span of the footbridge is 48,71 m, free width is 4 m, height is 7,5 m. The structure was designed according to currently valid standarts to the ultimate limit state and serviceability limit state. Supporting elements are designed from steel of class S355.
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The steel construction of a volleyball hall
Polerecká, Katarína ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of this work is design and assessment of the steel roof structure of the hall object designed for volleyball training and events located in Brno. Ground plan dimensions are in the shape of a rectangle with a floor space 30 x 40 m. The hall consists of 9 cross-lenks spaced by 5 m. The truss girders are arc-shaped, pinned on column. Structure is divided into two areas with hight diference of 6 m. Spatial stiffness is ensured by a system of longitudinal, diagonal strut and purlins.
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Tennis hall load-carrying steel structure
Pham, Hoang Anh ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content od the bachelor these is a proposal and evaluation of steel load - bearing structure od a tennis hall whit a floor space of 40x30,133 m. The builing is situated outside the urban area ner the Lipno nad Vltavou municipality. The hall consistis of 9 cross links spaced by 5,0 m. The main load – bearing systém consists od arched trusess, purlins, sway bracings longitudinal bracings, that support the spatial rigidity of the construction. The calculations were made in compliance whit the Czech norms ČSN EN.
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