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Glazier's Hall
Kelar, Petr ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor's thesis deal with structural design of Glazier's hall. Dimension of the hall are 9,24 m x 24,51 m. The basic material is steel S355. The main frame is three-hidged frame. Each frames are connected by the purlins and girts. Spatial rigidity of the structure is provided by the rigid frame corners and sway bracings. Part of the design is crane runway for bridge crane from Demag company with load capacity of 5 t. Structure i designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.07.03 of Dlubal company.
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Building of Metal Production in Litomyšl
Hurych, Marek ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The assigment for my bachelor thesis was to design of load-bearing stell structure of the hall for metal production. The ground plan of the structure is 16x30 metres with distance of cross frames 6 metres. The height of cross frames is variable. The hall consists of the columns with variable cross section connected with straights with variable cross section, it is designed as a threeway-articulated frame. My bachelor thesis includes the assesment of the main load bearing structure elements, solution of the selected details and drawing up detail plans of the solving joints.
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Production hall with administrative build-in structure
Šenk, Josef ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
My bachelor’s thesis contains design and assessment of steel structure of production hall with build-in administrative part located in Hrušovany u Brna. The dimensions of the ground plan are 12 x 50 m and the height of the structure is 9 m. The supporting structure consists of transverse frames. Distance of each transverse frame is 5 m. The frame structure is made of steel IPE profiles and is designed as a three-hinged frame. All frames are connected by longitudinal bracings. The spatial rigidity of the structure is provided by sway bracings. The dimensions of the ground plan of the build-in administrative part are 11 x 14,75m. The structure of ceiling is designed as steel-concrete composite structure. The steel structure of production hall and build-in administrative part is made of S235 steel.
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Timber load-bearing structure of sport hall
Leško, Adam ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
Bachelor thesis deals with design and assessment of timber load-bearing structure of sport hall. Structure is designed on rectangle ground plan with dimensions 31 x 55 meters and with saddle roof. Main load-bearing system is created from three-hinged frames with curved frame corner and changing profile height. Frames are made of massive beams from glued laminated timber. Stability of load bearing structure in longitudinal direction is secured by system of steel bracing and purlins from glued laminated timber.
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Load bearing structure of the hall
Žák, Ondřej ; Sýkora, Karel (referee) ; Straka, Bohumil (advisor)
Bachelor's thesis solves the design and assessment of the load bearing structure of multipurpose hall. The building is designed as a single-storey, octagonal plan, with a shed roof. Construction of the hall consists of a set of frames. The supporting structure is designed in two versions - three-hinged frames with curved corners or as two-hinged frame with a large finger joint. The three-hinged frame option is solved in detail.
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Production hall with administrative build-in structure
Šenk, Josef ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
My bachelor’s thesis contains design and assessment of steel structure of production hall with build-in administrative part located in Hrušovany u Brna. The dimensions of the ground plan are 12 x 50 m and the height of the structure is 9 m. The supporting structure consists of transverse frames. Distance of each transverse frame is 5 m. The frame structure is made of steel IPE profiles and is designed as a three-hinged frame. All frames are connected by longitudinal bracings. The spatial rigidity of the structure is provided by sway bracings. The dimensions of the ground plan of the build-in administrative part are 11 x 14,75m. The structure of ceiling is designed as steel-concrete composite structure. The steel structure of production hall and build-in administrative part is made of S235 steel.
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Timber load-bearing structure of sport hall
Leško, Adam ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
Bachelor thesis deals with design and assessment of timber load-bearing structure of sport hall. Structure is designed on rectangle ground plan with dimensions 31 x 55 meters and with saddle roof. Main load-bearing system is created from three-hinged frames with curved frame corner and changing profile height. Frames are made of massive beams from glued laminated timber. Stability of load bearing structure in longitudinal direction is secured by system of steel bracing and purlins from glued laminated timber.
|
|
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Glazier's Hall
Kelar, Petr ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor's thesis deal with structural design of Glazier's hall. Dimension of the hall are 9,24 m x 24,51 m. The basic material is steel S355. The main frame is three-hidged frame. Each frames are connected by the purlins and girts. Spatial rigidity of the structure is provided by the rigid frame corners and sway bracings. Part of the design is crane runway for bridge crane from Demag company with load capacity of 5 t. Structure i designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.07.03 of Dlubal company.
|
|
|
Building of Metal Production in Litomyšl
Hurych, Marek ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The assigment for my bachelor thesis was to design of load-bearing stell structure of the hall for metal production. The ground plan of the structure is 16x30 metres with distance of cross frames 6 metres. The height of cross frames is variable. The hall consists of the columns with variable cross section connected with straights with variable cross section, it is designed as a threeway-articulated frame. My bachelor thesis includes the assesment of the main load bearing structure elements, solution of the selected details and drawing up detail plans of the solving joints.
|
|
|
Load bearing structure of the hall
Žák, Ondřej ; Sýkora, Karel (referee) ; Straka, Bohumil (advisor)
Bachelor's thesis solves the design and assessment of the load bearing structure of multipurpose hall. The building is designed as a single-storey, octagonal plan, with a shed roof. Construction of the hall consists of a set of frames. The supporting structure is designed in two versions - three-hinged frames with curved corners or as two-hinged frame with a large finger joint. The three-hinged frame option is solved in detail.
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