National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Design of the reinforced concrete ceiling structure of the building extension
Teplanová, Alžbeta ; Lagiň, Juraj (referee) ; Girgle, František (advisor)
The bachelor thesis deals with the structural solution and comparison of two proposed variants of a reinforced concrete slab of an administrative enlargement of the original building. In each proposed variant, the structure is designed and assessed for the ultimate limit state in accordance with ČSN EN 1992-1-1: Design of concrete structures - Part 1-1: General rules and rules for civil engineering.
Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.
Design of the reinforced concrete ceiling structure of the building extension
Teplanová, Alžbeta ; Lagiň, Juraj (referee) ; Girgle, František (advisor)
The bachelor thesis deals with the structural solution and comparison of two proposed variants of a reinforced concrete slab of an administrative enlargement of the original building. In each proposed variant, the structure is designed and assessed for the ultimate limit state in accordance with ČSN EN 1992-1-1: Design of concrete structures - Part 1-1: General rules and rules for civil engineering.
Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.

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