National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Two-aisle hall
Zehnálek, David ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the thesis is the design of the supporting steel structure two-aisle hall in the town Austerlitz. Plan dimensions of the building are 72 x 54 m main body is cross-link a span of 24 and 30 m and height of the top of the aisle 8.60 and 8.75 m, which is clamped to the base structure. Binding is composed of trusses and columns. Trusses are hinged on columns. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels.
The Structure of a Viewing Tower in Javorníky
Kadlček, Dan ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The aim of diploma thesis is design and assessment of bearing structure of viewing tower on the mountain Makyta in Javorníky, which is designed from timber and steel. The shape of construction is variable of its height. Diameter of octagonal platform at ground level is 12 m, in the middle of construction is 7,7 m and on the top of the construction is 8,7 m. Viewing tower has 5 viewing platforms – the highest one is covered by roof. Wooden elements are designed from glued-laminated GL24h timber, steel elements are designed from steel of S235 grade. Main support elements of structure are wooden rectangular outer columns and steel circle center column. Total height of construction is 31 m. Static analysis has been accomplished by student version of the SCIA Engineer 2014 software.
The Structure of a Viewing Tower in Javorníky
Kadlček, Dan ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The aim of diploma thesis is design and assessment of bearing structure of viewing tower on the mountain Makyta in Javorníky, which is designed from timber and steel. The shape of construction is variable of its height. Diameter of octagonal platform at ground level is 12 m, in the middle of construction is 7,7 m and on the top of the construction is 8,7 m. Viewing tower has 5 viewing platforms – the highest one is covered by roof. Wooden elements are designed from glued-laminated GL24h timber, steel elements are designed from steel of S235 grade. Main support elements of structure are wooden rectangular outer columns and steel circle center column. Total height of construction is 31 m. Static analysis has been accomplished by student version of the SCIA Engineer 2014 software.
Two-aisle hall
Zehnálek, David ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the thesis is the design of the supporting steel structure two-aisle hall in the town Austerlitz. Plan dimensions of the building are 72 x 54 m main body is cross-link a span of 24 and 30 m and height of the top of the aisle 8.60 and 8.75 m, which is clamped to the base structure. Binding is composed of trusses and columns. Trusses are hinged on columns. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels.

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