National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Production hall
Londa, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
This thesis deals with steel structures of industrial building with the arrangements of the building with a span of 18 m, a length of 18 m and a corresponding height of cantilever of a crane track girder is 6,6 m. In the hall are considered two cranes with a capacity of 20/5 t and 32/8 t. The structures is designed for the district of Olomouc.
Industrial building
Michálek, Vojtěch ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
In the bachelor thesis a project for steel construction of an industrial hall in Brno area is developed. The extent of the ground plan of the hall is 30x63m with maximum height of 17,300m. The main load-bearing structural elements such as suspended purlin, truss bond timber, noggin pieces, solid-poles forming a cross linking with the bond timber, base and crane runway, are designed and considered in the static calculation. The statement of material and design documentation consisting of the design, cross-section, production drawing of a bond timber and selected details are part of the thesis.
Production hall
Londa, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
This thesis deals with steel structures of industrial building with the arrangements of the building with a span of 18 m, a length of 18 m and a corresponding height of cantilever of a crane track girder is 6,6 m. In the hall are considered two cranes with a capacity of 20/5 t and 32/8 t. The structures is designed for the district of Olomouc.
Industrial building
Michálek, Vojtěch ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
In the bachelor thesis a project for steel construction of an industrial hall in Brno area is developed. The extent of the ground plan of the hall is 30x63m with maximum height of 17,300m. The main load-bearing structural elements such as suspended purlin, truss bond timber, noggin pieces, solid-poles forming a cross linking with the bond timber, base and crane runway, are designed and considered in the static calculation. The statement of material and design documentation consisting of the design, cross-section, production drawing of a bond timber and selected details are part of the thesis.

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