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Static analysis of reinforced concrete roofing of platform
Popovič, Tomáš ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
The thesis deals with the static solution of reinforced concrete roofing of bus platform. It is a monolithic reinforced concrete frame structure, which is consisting of circular pillar and girder. The girder has the general shape. The board is double-sided embedded into girder. The loads acting on the construction are transmitted to the foundation soil using reinforced concrete foundation blocks. The content of this thesis is based on the dimensioning of individual elements of the support structure according to ČSN EN 1992-1-1. These elements are dimensioned for the ultimate limit state. The main outputs of this static calculation are drawings of shape and drawings of reinforcement.
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Reinforced concrete structure of the railway platform roofing
Vodová, Pavla ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
The bachelor‘s thesis deals with assessment of existing damaged reinforced concrete strucutre of the railway platform roofing according to the original project documentation. Apart from assessment of existing structure, there is prepared a design of two alternative solutions. The first alternative is a remediation of damage structure with description of appropriate diagnostic methods for testing concrete structures and with description of technological process of implementation of remediation. The second alternative is design of completely new structure instead of existing one. This new structure is designed as a monolithic frame contruction with restraint reinforced concrete panel and one – step foundation block. In this bachelor’s thesis there were prepared a design and assessment of sub – sections and work – out appropriate drawing documentation. All static assessments are calculated according to ultimate limit state.
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Steel Beam Structure Optimization
Lamoš, Radek ; Eliáš, Jan (referee) ; Frantík, Petr (advisor)
The main subject of this work is to find ideal solution of the steel frame structure and offer the best solution to investors. The aim is to get know how steel structures works, write down internal forces when parametres are changing. Parameters can be profiles, loads or many others. The output should be perfectly optimized construction. The content combines theory of structural mechanics and designing steel structures. This project could be very useful in practice designing of steel frame structures with the possibility of expansion by other parameters.
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The load bearing steel building structure of the car showroom
Hubáček, Ondřej ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This work contains a proposal supporting steel structure of the single- industrial buildings intended for parking motor show / exhibition cars in Brno. Building plan dimensions are 20 x 36 m. The main structure is defined by a planar cross-linked. Transverse bond is formed trusses, connected by purlins. Trusses are on both sides of the structure hinged to the fixed columns. The main beam is made up of trusses with an installation height of 1,5 m at midspan. Distance crosslinks is 6 m. Spatial rigidity is ensured by a system of longitudinal transverse stiffeners. Steel truss rods are made of rolled profiles are pillars of HEB profiles and purlins are designed from rolled profiles I. The design is carried out according to standards EN. Used material bearing elements is steel S 235 (regular steel).
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Rigid frame road bridge
Pohlídal, Jan ; Zich, Miloš (referee) ; Nečas, Radim (advisor)
The theme of this bachelor thesis is to design a road bridge across a river. The bridge is designed as a single-span frame structure. The soffit is unique by its parabolic course. The load effects were calculated using software Scia Engineer. Calculations by hand were carried out using MS Excel. Drawing documentation and visualization of the structure are also included.
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Stability and geometrically nonlinear analysis of steel structures
Ondášová, Annamária ; Puklický, Libor (referee) ; Kala, Zdeněk (advisor)
The diploma thesis is dealing with the stability and geometrically nonlinear analysis of a steel structure, explanation of the principles and procedure of the steel structure calculations. The modeled structure is loaded with pressure forces and subsequently the bearing capacity of the structure is calculated using a stability and geometrically nonlinear analysis with initial imperfections. The solution of the frame structure using both approaches can provide slightly different results, which can have an impact on the assessment of the reliability of the structure, its over or under-dimensioning.
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Administrative and production building.
Hándl, Vítězslav ; Barnat, Jan (referee) ; Buchta, Stanislav (advisor)
In my bachelor thesis I deal with the design and assesment of the steel structure two storey big office and production hall. In the groundplan the hall has dimensions 44x12,5 metres and the hall has a height of 9,225m. The object is designed as a hall with frame structure. The frames are axially located one from each other in 6m. Roof has a saddle type shape with a downgrade of 5,71°. The sheating of the hall is made up of sandwinch insulation panels.
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Static analysis of precast hall
Juda, Jan ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
This bachelor thesis is focused on static solution of precast reinforced concrete. Specifically, the cross-sectional connection of the hall, which consists of square columns and a pre-prestressed I-profile truss, is solved here. The load on the structure is transferred to the subsoil by reinforced concrete pavements, which have not been solved in the bachelor thesis. The content of bachelor thesis is based on the dimensioning of individual elements of the transverse bond according to ČSN EN 1992-1-1. These elements are dimensioned to the ultimate load condition. Drawings of the structure, shapes and reinforcement of individual parts are processed in the drawing part.
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County library in Havlíčkův Brod
Sommer, Miroslav ; Röder, Václav (referee) ; Šmak, Milan (advisor)
The work is treated as a steel construction multi-storey buildings in the county library Havlickuv Brod. At design requirements were respected in shape and layout of the building. The complex consists of three parts - two, four and five floors. The overall footprint is about 85 x 32 m. The proposal is designed as a composite steel and concrete slab. Pent roof construction is inclined 5 degrees. Anchors are designed as joint. Horizontal forces on the design of frames are transmitted in both directions.
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Ultimita
Jindra, Daniel ; Kala, Jiří (referee) ; Hradil, Petr (advisor)
Structural beam and shell models were assembled in ANSYS program package. Design loads are defined according to Euro codes. Nonlinear analysis of structure has been established. Ultimate limit state of beams and cross sections were determined. Obtained results of ultimate limit state analysis were compared with Euro codes for design thin-walled steel structures.
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