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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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Precast concrete frame building of shopping centre
Břeňová, Marie ; Šimůnek, Petr (referee) ; Laníková, Ivana (advisor)
The diploma thesis is focused on the design and review of selected load-bearing elements of the precast hall. Girder is dimensioned in two variants: reinforced and prestressed concrete. Design and assessment of prestressed girder was carried out using the simplified method and the IDEA statica. Column and footing was also dimensioned. All calculations are done in accordance with Eurocode 2.
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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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Precast concrete frame building of shopping centre
Břeňová, Marie ; Šimůnek, Petr (referee) ; Laníková, Ivana (advisor)
The diploma thesis is focused on the design and review of selected load-bearing elements of the precast hall. Girder is dimensioned in two variants: reinforced and prestressed concrete. Design and assessment of prestressed girder was carried out using the simplified method and the IDEA statica. Column and footing was also dimensioned. All calculations are done in accordance with Eurocode 2.
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