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Steel structure of a sport hall
Vraňanová, Veronika ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of this work is to design and check the steel construction of the sports hall. The maximum dimensions of a floor plan are 72,0 m x 37,58 m. Construction is embedded in terrain, with the total height 13,47 m and 9,97 m above the terrain. The lattice arched crossed link is the main supporting part that is anchored to a concrete panel on each side, using a pair of pins.The roof cladding is made of sandwich panels and is supported by truss purlins. Space stability is ensured by cross bracing and longitudinal bracing.
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Design of steel-concrete arch structure of footbridge over the river Svratka
Vraňanová, Veronika ; Marván, David (referee) ; Nečesal, Petr (advisor)
The main goal of this diploma thesis was to project a design of arch bridge‘s framework over the Svratka river. This single-span bridge has the span of 52,5m. The framework is constructed from a pair of beams, suspended from the pair of beams bent towards each other. The bridge deck is coupled with steel crosspieces. The construction design was executed in computing programme Dlubal RFEM 5.07. The individual components of the framework were assessed in Microsoft Excel. The calculation considered the load of wind and pedestrians’ movement and their effect on the dynamics of the construction. The phases of development were also considered. Assessments of coupled cross-section, main beams of steel construction, tension systems and selected construction joints were executed in a static calculation. Moreover, a design of a bearing and a bridge plug joint. Finally, a drawing documentation and a final report were prepared in regards with the requirements. The construction design and its assessment were executed according to valid standards.
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Design of steel-concrete arch structure of footbridge over the river Svratka
Vraňanová, Veronika ; Marván, David (referee) ; Nečesal, Petr (advisor)
The main goal of this diploma thesis was to project a design of arch bridge‘s framework over the Svratka river. This single-span bridge has the span of 52,5m. The framework is constructed from a pair of beams, suspended from the pair of beams bent towards each other. The bridge deck is coupled with steel crosspieces. The construction design was executed in computing programme Dlubal RFEM 5.07. The individual components of the framework were assessed in Microsoft Excel. The calculation considered the load of wind and pedestrians’ movement and their effect on the dynamics of the construction. The phases of development were also considered. Assessments of coupled cross-section, main beams of steel construction, tension systems and selected construction joints were executed in a static calculation. Moreover, a design of a bearing and a bridge plug joint. Finally, a drawing documentation and a final report were prepared in regards with the requirements. The construction design and its assessment were executed according to valid standards.
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Steel structure of a sport hall
Vraňanová, Veronika ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of this work is to design and check the steel construction of the sports hall. The maximum dimensions of a floor plan are 72,0 m x 37,58 m. Construction is embedded in terrain, with the total height 13,47 m and 9,97 m above the terrain. The lattice arched crossed link is the main supporting part that is anchored to a concrete panel on each side, using a pair of pins.The roof cladding is made of sandwich panels and is supported by truss purlins. Space stability is ensured by cross bracing and longitudinal bracing.
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