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The load bearing steel building structure of the gym for ball games
Bui, Trung Thanh ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
Work includes design of steel structure of the single- object sports hall , which is designed for sports activities around the city of Brno . Building plan dimensions are 30 x 48 m. The main structure is formed with the help of a planar cross ties . Crosslink forming trusses which are on both sides hinged on fixed columns . The main beam is made of trusses , which have an arch shape with the construction height max. 4 m composed of a single arc. Crosslinks are spaced 6 m . The spatial rigidity provides a system of longitudinal and transverse stiffeners . The structure is designed as a purlin . All the truss rods are tubular profile , the draft of which is made according to standards EN . The columns are made of rolled profiles HEB . As a material of bearing elements is steel class S235 .
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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 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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The load bearing steel building structure of the gym for ball games
Bui, Trung Thanh ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
Work includes design of steel structure of the single- object sports hall , which is designed for sports activities around the city of Brno . Building plan dimensions are 30 x 48 m. The main structure is formed with the help of a planar cross ties . Crosslink forming trusses which are on both sides hinged on fixed columns . The main beam is made of trusses , which have an arch shape with the construction height max. 4 m composed of a single arc. Crosslinks are spaced 6 m . The spatial rigidity provides a system of longitudinal and transverse stiffeners . The structure is designed as a purlin . All the truss rods are tubular profile , the draft of which is made according to standards EN . The columns are made of rolled profiles HEB . As a material of bearing elements is steel class S235 .
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