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	Steel Structure of the Administrative Building Klimeš, Petr ; Puchner,, Josef (referee) ; Brosch, Petr (advisor) The subject of student work is to design supporting steel structure of administrative building of Czech television. This is a multi-storey building with square floor plan with recording studios. Supporting structure of the building is designed as frame and is solved with three variants. Detailed record
	The design of the crane tracks in a production hall Lobreis, Jan ; Pilgr, Milan (referee) ; Štrba, Michal (advisor) This work focuses on the design and assessment of the steel crane runways for two separated craneswith the capacity of 20 t, respectively 50/12.5 t. The main girder of the crane runway is designed as a welded uniaxially symmetric I-section consist a lattice horizontal reinforcing beam. The individual crane tracks are located within the building two-aisle production hall (one in each boat) with dimensions of 75 x 48 m and height of 14.9 meters. The building is located in an industrial area Holešov and its supporting structure is designed from crosslinks consisting of solid-welded columns and truss. Spatial rigidity of the hall is provided by tension bracings. The structures are made of the steel S 235. For designing of a production hall (for the assessment) it is only software Scia Engineer (planar model) used. The design and evaluation of crane runways are compute by hand calculation. Detailed record
	Steel Structure of the Administrative Building Klimeš, Petr ; Puchner,, Josef (referee) ; Brosch, Petr (advisor) The subject of student work is to design supporting steel structure of administrative building of Czech television. This is a multi-storey building with square floor plan with recording studios. Supporting structure of the building is designed as frame and is solved with three variants. Detailed record
	The design of the crane tracks in a production hall Lobreis, Jan ; Pilgr, Milan (referee) ; Štrba, Michal (advisor) This work focuses on the design and assessment of the steel crane runways for two separated craneswith the capacity of 20 t, respectively 50/12.5 t. The main girder of the crane runway is designed as a welded uniaxially symmetric I-section consist a lattice horizontal reinforcing beam. The individual crane tracks are located within the building two-aisle production hall (one in each boat) with dimensions of 75 x 48 m and height of 14.9 meters. The building is located in an industrial area Holešov and its supporting structure is designed from crosslinks consisting of solid-welded columns and truss. Spatial rigidity of the hall is provided by tension bracings. The structures are made of the steel S 235. For designing of a production hall (for the assessment) it is only software Scia Engineer (planar model) used. The design and evaluation of crane runways are compute by hand calculation. Detailed record

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