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Museum of warfare
Dvouletý, Martin ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of the Bachelor thesis is the design and assesssment of the steel (load bearing) structure of the future museum of military equipment. The building, with passageway for the visitors, is going to serve museum for garaging medium and heavy equipment. The framework is constructed by connection of abutment pillars placed in the distance of 10 m and roof girders with haunches. Construction is designed to have mono-pitched roof created by 5,36 m long pillar and 6,4 m long pillar connected with girder. In the endwise direction the frames are in the distance of 6 m. The construction is specific by its plan. By its cranking at the end of the first wing under 45° angle there is created smaller interstice. At the end of the interstice is another 45° angle cranking connected to the second wing. Thanks to the cranking between the wings the first wing extends endwise and the second extends crosswise. Another specifics are gate constructions placed on the side of the higher pillars. The gate is intended for enterance and exit of the military equipment to be placed for an exposition in the museum. The framework is designed by norms ČSN EN for the ultimate and serviceability limit state. As the main material used for load-bearing elements was steel S355.
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Steel structure of an industrial building
Kopecký, Ladislav ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.
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Museum of warfare
Dvouletý, Martin ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of the Bachelor thesis is the design and assesssment of the steel (load bearing) structure of the future museum of military equipment. The building, with passageway for the visitors, is going to serve museum for garaging medium and heavy equipment. The framework is constructed by connection of abutment pillars placed in the distance of 10 m and roof girders with haunches. Construction is designed to have mono-pitched roof created by 5,36 m long pillar and 6,4 m long pillar connected with girder. In the endwise direction the frames are in the distance of 6 m. The construction is specific by its plan. By its cranking at the end of the first wing under 45° angle there is created smaller interstice. At the end of the interstice is another 45° angle cranking connected to the second wing. Thanks to the cranking between the wings the first wing extends endwise and the second extends crosswise. Another specifics are gate constructions placed on the side of the higher pillars. The gate is intended for enterance and exit of the military equipment to be placed for an exposition in the museum. The framework is designed by norms ČSN EN for the ultimate and serviceability limit state. As the main material used for load-bearing elements was steel S355.
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Steel structure of an industrial building
Kopecký, Ladislav ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.
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