National Repository of Grey Literature 3 records found  Search took 0.00 seconds. 
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 precast load-bearing structure of the production hall
Knespl, Vojtěch ; Čairović, Dorde (referee) ; Girgle, František (advisor)
The bachelor´s thesis is focused on the design and static calculation of selected elements of the prefabricated load-bearing structure of production hall, the development of basic drawings of the project documentation of the building and drawings of the shape and reinforcement of the solved elements in the details of the implementation documentation. Specifically, it is a T-section reinforced concrete saddle truss, rectangular columns, and headers. The thesis includes a text section that contains a description of the object, the structural system, the individual elements, loads, model, and technological construction process. Calculations were performed using Scia Engineer 21.1, IDEA StatiCa and Microsoft Excel programs.
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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