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Hippodrome
Václavíková, Veronika ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The theme of this Master´s thesis is to design and assess the load Bering steel structure of the hippodrome in Napajedla. The hippodrome is solved as a hall object in two alternatives. Both alternatives are elliptical in shape with dimensions of 40 and 80 m. Load bearing structure of the chosen alternative is formed by transversely oriented column binding with the axial spacing of 6,0 m. Transversely oriented binding is formed from spatial lattice truss supported by fixed solid columns. The spatial rigidity of the structure is ensured by fixing columns in the transverse direction and by using transverse braces in the longitudinal direction. The longitudinal braces help to ensure the spatial rigidity. The work consists of the design and assessment of the main load bearing components, the solution of chosen details of joints and columns´ anchoring, solution of construction component and the elaboration of statement of material and drawings´ documentation.
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Tennis Hall in Nové Město na Moravě
Pešák, Radek ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of the bachelor's thesis is to design load-bearing steel assembly of tennis hall in Nové Město na Moravě. The hall is designed for 2 tennis courts. The object has oblong shape ground plan with span 34 m and 60 m in length. Transverse bonding is designed for 6 m. A roof structure is designed as a framework of cylindrical roof truss in which purlins are placed. The spatial toughness is secured by longitudinal and transverse stiffener. When designing the tennis hall valid standards ČSN EN have been used. The assembly was designed in RFEM program. The static calculation of main load-bearing components of the assembly was made, including joints and details.
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Tennis Hall in Nové Město na Moravě
Pešák, Radek ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of the bachelor's thesis is to design load-bearing steel assembly of tennis hall in Nové Město na Moravě. The hall is designed for 2 tennis courts. The object has oblong shape ground plan with span 34 m and 60 m in length. Transverse bonding is designed for 6 m. A roof structure is designed as a framework of cylindrical roof truss in which purlins are placed. The spatial toughness is secured by longitudinal and transverse stiffener. When designing the tennis hall valid standards ČSN EN have been used. The assembly was designed in RFEM program. The static calculation of main load-bearing components of the assembly was made, including joints and details.
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Hippodrome
Václavíková, Veronika ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The theme of this Master´s thesis is to design and assess the load Bering steel structure of the hippodrome in Napajedla. The hippodrome is solved as a hall object in two alternatives. Both alternatives are elliptical in shape with dimensions of 40 and 80 m. Load bearing structure of the chosen alternative is formed by transversely oriented column binding with the axial spacing of 6,0 m. Transversely oriented binding is formed from spatial lattice truss supported by fixed solid columns. The spatial rigidity of the structure is ensured by fixing columns in the transverse direction and by using transverse braces in the longitudinal direction. The longitudinal braces help to ensure the spatial rigidity. The work consists of the design and assessment of the main load bearing components, the solution of chosen details of joints and columns´ anchoring, solution of construction component and the elaboration of statement of material and drawings´ documentation.
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