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Supermarket in Olomouc
Brodecká, Denisa ; Bukovská, Pavla (referee) ; Pilgr, Milan (advisor)
The assigment for bachelor thesis was design and check of load-bearing steel structure in Olomouc in Moravia. The ground dimension are 24 x 40 m, height is 10 metres. The building construction is designed as a single hall with double-pitch roof and a slope 9°. Main frame is based on plate frame with anxial range 5 m. Transverse bracing ensure the rigidity of the structure from the plane of the frame. Wall cladding is storage on column and roof cladding is on purlins. The materiál used is steel S235. Bachelor thesis includes the assesment of the main load bearing structure elements, design of the selected details and their drawing solutions.
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Sports building in Soběšovice
Fojtík, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
In my work I deal with design and assessment of the supporting structure sports hall with dimensions 30x45 m and a height of 15,5 m. Hall is designed as a truss structure formed by cross-links, which are axially located 9 m. Roof is like a saddle with a slope of 5.71 °. Cladding hall is made sandwich insulation panels.
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Static analysis of the prefabricated hall
Holiš, Ondřej ; Hokeš, Filip (referee) ; Vlk, Zbyněk (advisor)
This thesis is aimed at the calculation of inner forces and deformations of three-aisled, one-storey, industrial hall. For the structural analysis the integration of the elastic curve method has been used along with Mohr´s method for calculation of deflections. The problematics of sloped beams and their influence on the structural behaviour of the construction has also been included in this thesis. For the calculations and diagram plots the programmes such as SMath and MathCad have been used.The results have then been compared with multiple planar models of the construction made in the RFEM 6.02 programme.
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Supermarket in Olomouc
Brodecká, Denisa ; Bukovská, Pavla (referee) ; Pilgr, Milan (advisor)
The assigment for bachelor thesis was design and check of load-bearing steel structure in Olomouc in Moravia. The ground dimension are 24 x 40 m, height is 10 metres. The building construction is designed as a single hall with double-pitch roof and a slope 9°. Main frame is based on plate frame with anxial range 5 m. Transverse bracing ensure the rigidity of the structure from the plane of the frame. Wall cladding is storage on column and roof cladding is on purlins. The materiál used is steel S235. Bachelor thesis includes the assesment of the main load bearing structure elements, design of the selected details and their drawing solutions.
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|
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Static analysis of the prefabricated hall
Holiš, Ondřej ; Hokeš, Filip (referee) ; Vlk, Zbyněk (advisor)
This thesis is aimed at the calculation of inner forces and deformations of three-aisled, one-storey, industrial hall. For the structural analysis the integration of the elastic curve method has been used along with Mohr´s method for calculation of deflections. The problematics of sloped beams and their influence on the structural behaviour of the construction has also been included in this thesis. For the calculations and diagram plots the programmes such as SMath and MathCad have been used.The results have then been compared with multiple planar models of the construction made in the RFEM 6.02 programme.
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|
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Sports building in Soběšovice
Fojtík, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
In my work I deal with design and assessment of the supporting structure sports hall with dimensions 30x45 m and a height of 15,5 m. Hall is designed as a truss structure formed by cross-links, which are axially located 9 m. Roof is like a saddle with a slope of 5.71 °. Cladding hall is made sandwich insulation panels.
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