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Rally team base
Mikeš, Daniel ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The object of the diploma thesis is the design and the assessment of the steel structure for rally team base in Napajedla, which contains the space for the administration and the space for the service hall. The overall ground plan proportions of the structure are 30 x 26 metres. The structure for administration is the four-storey building. The ground plan proportions of this structure are 30 x 12 metres and the height is 14.5 metres. The ground floor grid of the main load-bearing structure is 6 x 6 metres. The height of the one floor of the structure is 3.5 metres. The structure of ceilings and roof is designed like composite steel and concrete structure. All joints of the steel structure for administration are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and by the rigidity of composite steel and concrete structure of ceillings and roof. To the structure for the administration is connected structure for the service hall. The ground plan proportions of this structure are 30 x 14 metres and the height is 10.5 metres. The main structure of the structure for service hall is frame with the rigid joint in the corner of the frame. The axial distance of the main structures is 6 metres. All joints including the rigid joint in the corner of the frame of the steel structure for service hall are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and horizontal roof truss bracings. The whole structure is designed of steel S355.
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Handball hall in Napajedla
Mikeš, Daniel ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The object of the Bachelor´s thesis is the design and the assessment of the new handball hall in Napajedla. The ground plan proportions of the structure are 26 x 28 metres and the height of the structure is 11 metres. The axial distance of the main structure is 4 metres. All dimensions of the structure are chosen to fullfil the requirements for the game space of national handball matches. The roof structure is constructed of purlins and truss girders made of a glue laminated timber GL24h. The joints of truss girder are designed as bolt joints with inserted gusset plates. The vertical load-bearing structure and bracings are designed of steel S355. Spatial rigidity of the structure is ensured by fixing of the steel column base in the plane of the main structure and by the system of bracings in the longitudinal direction of the structure.
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Rally team base
Mikeš, Daniel ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The object of the diploma thesis is the design and the assessment of the steel structure for rally team base in Napajedla, which contains the space for the administration and the space for the service hall. The overall ground plan proportions of the structure are 30 x 26 metres. The structure for administration is the four-storey building. The ground plan proportions of this structure are 30 x 12 metres and the height is 14.5 metres. The ground floor grid of the main load-bearing structure is 6 x 6 metres. The height of the one floor of the structure is 3.5 metres. The structure of ceilings and roof is designed like composite steel and concrete structure. All joints of the steel structure for administration are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and by the rigidity of composite steel and concrete structure of ceillings and roof. To the structure for the administration is connected structure for the service hall. The ground plan proportions of this structure are 30 x 14 metres and the height is 10.5 metres. The main structure of the structure for service hall is frame with the rigid joint in the corner of the frame. The axial distance of the main structures is 6 metres. All joints including the rigid joint in the corner of the frame of the steel structure for service hall are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and horizontal roof truss bracings. The whole structure is designed of steel S355.
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Handball hall in Napajedla
Mikeš, Daniel ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The object of the Bachelor´s thesis is the design and the assessment of the new handball hall in Napajedla. The ground plan proportions of the structure are 26 x 28 metres and the height of the structure is 11 metres. The axial distance of the main structure is 4 metres. All dimensions of the structure are chosen to fullfil the requirements for the game space of national handball matches. The roof structure is constructed of purlins and truss girders made of a glue laminated timber GL24h. The joints of truss girder are designed as bolt joints with inserted gusset plates. The vertical load-bearing structure and bracings are designed of steel S355. Spatial rigidity of the structure is ensured by fixing of the steel column base in the plane of the main structure and by the system of bracings in the longitudinal direction of the structure.
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