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Design of a one-span slab bridge
Mareček, Tomáš ; Zvolánek, Lukáš (referee) ; Nečas, Radim (advisor)
This thesis deals with the design and solution of a slab bridge structure. This paper is divided into chapters in chronological order depending on the designe and solution. In first chapter are presented two options of bridge and one of them is selected to next counting. The next chapters contain describition of loading, changes in prestressing and internal forces. Final chapters are aimed to serviceability limit state and ultimate limit state.
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The local road bridge
Janek, Tomáš ; Panáček, Josef (referee) ; Klusáček, Ladislav (advisor)
The bachelor´s thesis deal with a design and assessment a one-span girder bridge. The girder bridge is made of prestressed concrete. The aim of the bachelor´s thesis is to design and assess supporting structure to the specified load.
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Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.
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The calculation of existing slab bridge
Luliak, Ondřej ; Nečas,, Radim (referee) ; Klusáček, Ladislav (advisor)
Bachelor´s thesis is concrended with resistance simple bearing slab bridges. The main focuse is comparison diferents in resistance calculated according to ČSN valid between 1915 and 1935 compare with calculate resistance according to ČSN EN which is valid now. Next part is concrended serviceability limit state.
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Load bearing structure of sport building object
Klodner, David ; Šulák,, Pavel (referee) ; Šimůnek, Petr (advisor)
This thesis is focusing on the design and assessment of reinforced concrete frame of the administrative part of the sports hall. In developing the computational model, the emphasis was on the comprehensiveness and reliability of an idealized structure, providing a economical design of elements. Assessment was conducted on the ULS and SLS for selected critical cross section - double staircase, ceiling slab, ceiling beam, the inner column and footings.
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The roof structure of a multipurpose sport hall in Brno
Grussmann, Jan ; Pilgr,, Milan (referee) ; Šmak, Milan (advisor)
Bachelor´s thesis describes the design and static assessment of the main roof structure supporting elements of the multipurpose sport hall in Brno. It is the emphasis on the optimization of the proposal in terms of material consumption. Curved girders made of glued laminated timber and on the edge connected rafters forms together the cross-link structure. Basis of OSB sheathing carrying the roof deck is secured by the orthogonal grid system purlins and rafters. The static calculation also includes fire resistance reports of single elements.
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