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Load bearing steel structure of the sport stadium roofing
Kerouš, Jakub ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 82,8 m length and 29,0 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,6 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, prefeable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.
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Load carrying steel structure of the exhibition hall building
Bui, Trung Thanh ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design of the supporting steel structure of the building of the exhibition pavilion with 84 m length and 30 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 6 m. Variant B is also designed like tubular truss girder, but with different look, with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawing documentation includes an anchor plan, layout structure and truss production drawing.
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Load carrying steel structure of the sport stadium roofing
Hubáček, Ondřej ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 67,2 m length and 28,8 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,8 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.
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Load carrying steel structure of the sport stadium roofing
Hubáček, Ondřej ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 67,2 m length and 28,8 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,8 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.
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Load carrying steel structure of the exhibition hall building
Bui, Trung Thanh ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design of the supporting steel structure of the building of the exhibition pavilion with 84 m length and 30 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 6 m. Variant B is also designed like tubular truss girder, but with different look, with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawing documentation includes an anchor plan, layout structure and truss production drawing.
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Load bearing steel structure of the sport stadium roofing
Kerouš, Jakub ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 82,8 m length and 29,0 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,6 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, prefeable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.
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