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Agricultural hall with steel load-carrying structure
Zbořil, David ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor’s thesis solve design of agricultural hall with steel load-carryng structure. Load-carryng structure is create frame construction from solid panel IPE beam. The girders are attached to the columns articulated. All columns are transvesely fixed to the foundation pads (in the longitudinal direction acting as articulated bearing). Roofing is made of sandwich panels, mounted on the purlins of thin-walled "Z". The building envelope is made of sandwich panels, attached with girt of the thin-walled "". The whole system is appropriate completed diagonal circular hollow section bracing, both in the transverse and in the longitudinal direction. The result of this work are static report and corresponding drawings agricultural hall with steel load-carryng structure.
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Cultural hall
Mihaliak, Ladislav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The content of the bachelor's thesis is the design of a steel loadbearing structure of a single-aisle cultural hall located in the town of Šamorín in Slovakia. Ground plan dimensions are 40 x 78 m. The main supporting system is composed of main trusses. The main truss is formed by an arch-shaped truss girder with a height of 1,7 m, which is on one side pinned on column and on the other side is pinned into foundation. Distance between main trusses is 6 m. Spatial rigidity of the structure is ensured by system of collar beams, longitudinal and sway braces. Thin-walled beams are placed on the system of main trusses. All bars of the structure are designed from hot-rolled profiles of class S355.
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Cultural hall
Mihaliak, Ladislav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The content of the bachelor's thesis is the design of a steel loadbearing structure of a single-aisle cultural hall located in the town of Šamorín in Slovakia. Ground plan dimensions are 40 x 78 m. The main supporting system is composed of main trusses. The main truss is formed by an arch-shaped truss girder with a height of 1,7 m, which is on one side pinned on column and on the other side is pinned into foundation. Distance between main trusses is 6 m. Spatial rigidity of the structure is ensured by system of collar beams, longitudinal and sway braces. Thin-walled beams are placed on the system of main trusses. All bars of the structure are designed from hot-rolled profiles of class S355.
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Agricultural hall with steel load-carrying structure
Zbořil, David ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor’s thesis solve design of agricultural hall with steel load-carryng structure. Load-carryng structure is create frame construction from solid panel IPE beam. The girders are attached to the columns articulated. All columns are transvesely fixed to the foundation pads (in the longitudinal direction acting as articulated bearing). Roofing is made of sandwich panels, mounted on the purlins of thin-walled "Z". The building envelope is made of sandwich panels, attached with girt of the thin-walled "". The whole system is appropriate completed diagonal circular hollow section bracing, both in the transverse and in the longitudinal direction. The result of this work are static report and corresponding drawings agricultural hall with steel load-carryng structure.
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