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Steel structure of exhibition pavilion
Kárník, Miroslav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The goal of the bachelor’s thesis is to design and assess a steel structure of the exhibition pavilion in Česká Třebová. The ground plan dimensions of the load–bearing structure are 30 meters in width and 63 meters in lenght. The maximal height of the structure is 12 meters. Main frames are made of truss girders of atypical shape. The girders are pin–supported on solid columns on one side and on foundation pads on the other side. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters.
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Airport Hall
Kulichová, Jana ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The construction of the concourse is designed from steel.Construction was designed in 2 variants.The construction of the hall is radially curved in plan view with a circular sector on the longitudinal side.Roof structure consists of eight trusses at an axial distance of 9 m.Tracks are arched truss designed as a parallel.Trusses are designed to span 40m.Maximum ground clearance hall at the top is 14 meters.Letištní hala byla řešena v programu Scia Engineer 2014 a součástí je i výkresová dokumentace.
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Steel structure of exhibition pavilion
Kárník, Miroslav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The goal of the bachelor’s thesis is to design and assess a steel structure of the exhibition pavilion in Česká Třebová. The ground plan dimensions of the load–bearing structure are 30 meters in width and 63 meters in lenght. The maximal height of the structure is 12 meters. Main frames are made of truss girders of atypical shape. The girders are pin–supported on solid columns on one side and on foundation pads on the other side. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters.
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Airport Hall
Kulichová, Jana ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The construction of the concourse is designed from steel.Construction was designed in 2 variants.The construction of the hall is radially curved in plan view with a circular sector on the longitudinal side.Roof structure consists of eight trusses at an axial distance of 9 m.Tracks are arched truss designed as a parallel.Trusses are designed to span 40m.Maximum ground clearance hall at the top is 14 meters.Letištní hala byla řešena v programu Scia Engineer 2014 a součástí je i výkresová dokumentace.
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