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The manufacuring hall in Louny
Jirásek, Marek ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The aim of the bachelor thesis is design and assessment of the factory building in Louny. The hall has rectangular floor plan 68x30m. The supporting structure of the hall is designed as a steel frame with roof truss, purlins and braces for attachment of sheatling.
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Family house load-bearing structure composed of thin-walled steel members
Bulíček, Radek ; Melcher,, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is to design and verify load bearing members of single-storey family house composed of thin-walled cold-formed elements. Parking space for cars of timber members is the part of the house, too. The family house is in rectangular plan with dimensions of 9.5 x 10.5 m. The roof of the house is hipped, on the side of the house with the parking place rafters are associated with garage rafters. The following elements were statically assessed: structural members of the house roof (rafters, collar tie, roof bracing), structural members of the ceiling (ceiling beams), reinforcing timber frame, external and internal load bearing walls (columns), load bearing elements of the parking space (rafters, purlins, columns). All assessments were performed according to currently valid standards. The calculation showed that the resistance and serviceability of all components are satisfied.
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Reinforced Concrete Frame - Design of Selected Part of the Building
Hardubej, Martin ; Zlámal,, Martin (referee) ; Švaříčková, Ivana (advisor)
The thesis is focused on an assessment of existing structures at the four-storey apartment building. The supporting system design consists of a monolithic reinforced concrete skeleton. The subjects of assessment are girders, columns, beams and continuous slab. Another part of the project focuses on the design for reconstruction of nonconforming elements, which are the girders and beams. The work includes the development of structural analysis and reinforcement drawings of reconstructed elements.
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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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REINFORCED CONCRETE CONSTRUCTION OF CIVIL BUILDING
Hons, Filip ; Šimůnek,, Petr (referee) ; Šulák, Pavel (advisor)
The Bachelor´s thesis is focused on the design of monolithic reinforced concrete slabs supported locally over 2.NP civic building, which consists of 5 floors above ground and 2 underground floors. Further work is dealt, with monolithic staircase leading from the 2.NP to 3.NP and column located in 2.NP. All calculations are performed according to Eurocode 2 (EN 1992-1-1).
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Supporting structure of exhibition pavilion
Novotný, Petr ; Štrba,, Michal (referee) ; Röder, Václav (advisor)
This bachelor thesis focuses on the design and stress analysis of the steel construction of an exhibition pavilion in Brno which utilises tensegrity in its load-bearing system. It also includes the assessment of the main load-bearing construction elements and of the details of selected connections. The thesis also contains the design documentation of the building.
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Structure of The Showroom
Trojanová, Lenka ; Röder, Václav (referee) ; Buchta, Stanislav (advisor)
This thesis describes the design of wooden substructures Motor Show. This constructionis located in South Moravia in Brno area. The dimensions are 33 mx 49 m and height from ground to top is 15.5 m The main structure is unbalanced arc of glued laminated timber, constant section height. Length of the arch is 39 meters. For the design of bearings, connections and contacts have been used steel elements. The concrete columns are stored using the arc tangent bearings. Front and side (east) side have a glass facade, glass is the antisun and security properties are opposite sides of the brickPOROTHERM 40th The structure was modeled in the SCIA ENGINEER 2011th The structural analysis was performed manually.
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The steel structure of a shelter
Kuba, Cyril ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
A new steel structure of a gas station. Shape and dimensions design. Determination of innerforces and dimensioning of main bearing elements for two variants. Comparison of variants. Structural analysis of the choosen variant. Section plan of steel structure is 12 m x 18 m. Choosen variant is created by beams, purlins and columns. Height of construction is 4,10 m.
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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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Part of load-bearing structure of multipurpose building
Anděl, Martin ; Jeneš, Rostislav (referee) ; Terzijski, Ivailo (advisor)
The aim of this project was to design a part of a load-bearing structure of a multipurpose bulding. The load-bearing structure was designed of transversely oriented monolithic reinforced concrete multi-storey frames. These frames are in each storey connected by a continuous floor slab. Both design and relevant drawing documentation of a continuous floor slab, beam, column and a column footing was made in this project.
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