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Load-bearing structure of lookout tower
Zýbalová, Veronika ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The object of the master's thesis is the design and assessment of the load-bearing structure of the lookout tower on the Výzkum hill in Bílé Karpaty. The structure is made of glued laminated timber and steel. Two solution variants are proposed. Both variants are spatial truss structures of an hourglass shape. The difference is in the floor shape. The first variant is of hexagonal shape and the second one is of square shape. Both variants were created and assessed in a software Dlubal RFEM and then compared. For more detailed processing, the first variant with a hexagonal plan was chosen. Structure of lookout tower is 36 meters high. In the widest section the structure is 10 meters wide and in narrowest section 7 meters wide. The viewing platform is located at a height of 31,5 meters.
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Timber structure of cultural hall
Zýbalová, Veronika ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing timber structure of the hall for cultural and social purposes. Designed structure has ground plan dimensions of 30 x 40 m and a height at the top of approximately 14,8 meters. The lateral main frame of a frame girder with an arched frame corner and an inclined column. The shape of the the lateral linkage is similar to the shape of a trapezoid. The load-bearing structure is designed from glued laminated timber. Stability of structure is secured by purlins, lintel, lateral bracings.
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Timber structure of cultural hall
Zýbalová, Veronika ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The subject of the bachelor's thesis is the design and assessment of the load-bearing timber structure of the hall for cultural and social purposes. Designed structure has ground plan dimensions of 30 x 40 m and a height at the top of approximately 14,8 meters. The lateral main frame of a frame girder with an arched frame corner and an inclined column. The shape of the the lateral linkage is similar to the shape of a trapezoid. The load-bearing structure is designed from glued laminated timber. Stability of structure is secured by purlins, lintel, lateral bracings.
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