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Load-bearing structure of lookout tower
Leško, Adam ; Barnat, Jan (referee) ; Balázs, Ivan (advisor)
Diploma thesis deals with the design and assessment of load-bearing structure of lookout tower in locality of Spálava peak in Železné hory. Structure is designed on fourt-pointed star ground plan with dimensions 12 x 12 meters. Lookout tower is 35 meters high, the viewing platform is at a height of 30 meters. Structure is designed as a spacial truss. Most load-bearing elements are made of solid or glued laminated timber. The central column is made of steel.
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Timber load-bearing structure of sport hall
Leško, Adam ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
Bachelor thesis deals with design and assessment of timber load-bearing structure of sport hall. Structure is designed on rectangle ground plan with dimensions 31 x 55 meters and with saddle roof. Main load-bearing system is created from three-hinged frames with curved frame corner and changing profile height. Frames are made of massive beams from glued laminated timber. Stability of load bearing structure in longitudinal direction is secured by system of steel bracing and purlins from glued laminated timber.
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Load-bearing structure of lookout tower
Leško, Adam ; Barnat, Jan (referee) ; Balázs, Ivan (advisor)
Diploma thesis deals with the design and assessment of load-bearing structure of lookout tower in locality of Spálava peak in Železné hory. Structure is designed on fourt-pointed star ground plan with dimensions 12 x 12 meters. Lookout tower is 35 meters high, the viewing platform is at a height of 30 meters. Structure is designed as a spacial truss. Most load-bearing elements are made of solid or glued laminated timber. The central column is made of steel.
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|
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Timber load-bearing structure of sport hall
Leško, Adam ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
Bachelor thesis deals with design and assessment of timber load-bearing structure of sport hall. Structure is designed on rectangle ground plan with dimensions 31 x 55 meters and with saddle roof. Main load-bearing system is created from three-hinged frames with curved frame corner and changing profile height. Frames are made of massive beams from glued laminated timber. Stability of load bearing structure in longitudinal direction is secured by system of steel bracing and purlins from glued laminated timber.
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