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The steel construction of a departure platform
Petrovič, Jiří ; Balázs, Ivan (referee) ; Štrba, Michal (advisor)
Bachelor's thesis deals with the structural stress calculation and evalution of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Pardubice. Groundplan dimensions of the structure are 24 x 35 metres. The high of the structure is 8 metres. The load-bearing part solid pilar columns and trusses consist of a T-shaped lattice-work. Individual bars are formed by rectangular pipes and I profile. Load-bearing elements are made of steel class S355 J2.
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Roof Structure of Platform of Bus Station in Velká Bíteš
Badin, Vít ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
This work deals with the structural stress calculation and evaluation of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Velká Bíteš. Groundplan dimensions of the structure are 12 x 50 metres. The hight of the structure is 6 metres. The load-bearing part consists of a T-shaped cantilevered lattice-work. Individual bars are formed by rectangular pipes. Load-bearing elements are made of steel class S235 JR.
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Railway platform Roofing
Konečný, Štěpán ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of of the Bachelor’s thesis is design and analysis of steel structure of roofing the railway platform in Brodek u Prerova. The roofing has trapezoidal shape and length is 54,0 m. Width is from 8,2 m in the narrowest part of the construction up to 10,2 m in the widest part. The height is 5,2 m in the highest point of the construction. Load-bearing structure is made of main frames, which are made of truss girder supported by the solid-web column. The construction material is steel S235J2.
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Railway platform Roofing
Konečný, Štěpán ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of of the Bachelor’s thesis is design and analysis of steel structure of roofing the railway platform in Brodek u Prerova. The roofing has trapezoidal shape and length is 54,0 m. Width is from 8,2 m in the narrowest part of the construction up to 10,2 m in the widest part. The height is 5,2 m in the highest point of the construction. Load-bearing structure is made of main frames, which are made of truss girder supported by the solid-web column. The construction material is steel S235J2.
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The steel construction of a departure platform
Petrovič, Jiří ; Balázs, Ivan (referee) ; Štrba, Michal (advisor)
Bachelor's thesis deals with the structural stress calculation and evalution of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Pardubice. Groundplan dimensions of the structure are 24 x 35 metres. The high of the structure is 8 metres. The load-bearing part solid pilar columns and trusses consist of a T-shaped lattice-work. Individual bars are formed by rectangular pipes and I profile. Load-bearing elements are made of steel class S355 J2.
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Roof Structure of Platform of Bus Station in Velká Bíteš
Badin, Vít ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
This work deals with the structural stress calculation and evaluation of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Velká Bíteš. Groundplan dimensions of the structure are 12 x 50 metres. The hight of the structure is 6 metres. The load-bearing part consists of a T-shaped cantilevered lattice-work. Individual bars are formed by rectangular pipes. Load-bearing elements are made of steel class S235 JR.
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