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National Repository of Grey Literature 2 records found  Search took 0.00 seconds. 
The Three Aisled Storage Building
 Ilavský, Branislav ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of my Diploma Thesis is to design and analyse the carrier steel construction of the three-aisled storehouse in location Frýdek-Místek. The object is constructed as spatial frame structure with solid joints which sits hinged on base footings. The hall is of rectangular ground plan sizing 30x46 metres with axial span of transverse links 9,0m + 12,0m + 9,0m and lenght of transverse links 12,0m. The carrying roof construction is made of full-length framed rungs and lattice purlins with parabolic lower belt. A main-aisle roof is saddle with the angle of 5 degrees and its top in height of +9m. The sided-aisle roofs are rack-type with the same angle. The construction sheating is made of polyurethan panel system with trapezium profile. The load consists of its own weight, other usable still and climate load in the form of wind and snow in regards of considered location. The static assessment is performed in SciaEngineer 2012 programme.
Detailed record
The Three Aisled Storage Building
 Ilavský, Branislav ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of my Diploma Thesis is to design and analyse the carrier steel construction of the three-aisled storehouse in location Frýdek-Místek. The object is constructed as spatial frame structure with solid joints which sits hinged on base footings. The hall is of rectangular ground plan sizing 30x46 metres with axial span of transverse links 9,0m + 12,0m + 9,0m and lenght of transverse links 12,0m. The carrying roof construction is made of full-length framed rungs and lattice purlins with parabolic lower belt. A main-aisle roof is saddle with the angle of 5 degrees and its top in height of +9m. The sided-aisle roofs are rack-type with the same angle. The construction sheating is made of polyurethan panel system with trapezium profile. The load consists of its own weight, other usable still and climate load in the form of wind and snow in regards of considered location. The static assessment is performed in SciaEngineer 2012 programme.
Detailed record

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