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Design of the steel structure in building for climbing wall and its facilities
 Koiš, Matej ; Pešek, Ondřej (referee) ; Bukovská, Pavla (advisor)
The subject of this bachelor thesis is the design, assessment and creation of structural model of steel load-bearing structures of roofing and climbing wall in the building of university climbing centre situated in Pardubice, while applying BIM principles. During processing the thesis, it was necessary to cooperate with students of other professions, who were part of the shared bachelor thesis. The building of climbing centre has four aboveground floors and one underground floor and is divided into two parts – hall with the climbing wall and hinterland. Steel roof structure has 12° incline and functions separately above both parts of the building. The structure is composed of steel roof beams of I sections and on the part above the hall it was necessary to add the stabilization reinforcement. The construction is anchored to the concrete periphery and inner load-bearing walls with the anchoring bolts. In the part of the roof above the hinterland, there is an entrance to the terrace and so a steel lintel must have been added. The roof structure in this part is connected to this lintel with screws. Climbing wall situated in hall is 16 m high and is made of two climbing profiles and contains hollow square and circular sections complemented with log rods. Climbing wall is anchored to the concrete slab by chemical anchors.
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