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The sport hall in Třeboň
Kadlček, Dan ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of bachelor´s thesis is design and assessment of bearing structure two-aisle multipurpose sports hall in Třeboň, which is designed from timber or steel. The main aisle is rectangular floor plan 26x45 m. The proportions of secondary aisle are 10x43 m. The main bearing structure causes as a frame or saddle truss supported by columns. Solid frame is made from steel, glued-laminated timber truss is solid, frame truss is made from solid timber or steel. Steel structure is made from steel S235, timber structure is made from solid C24 or glued-laminated GL24h timber. Purlin is designed from solid timber or steel.Columns are designed from glued-laminated timber or steel. Static analysis has been accomplished by student version of the SCIA Engineer 2011 software.
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Multipurpose barnbuilding
Janírek, Karel ; Bukovská, Pavla (referee) ; Barnat, Jan (advisor)
The content of the bachelor thesis is a proposal and evaluation of the timber construction of multipurpose barnbuilding. It is used for breeding and presentation of animals, especially horses. The building is situated outside the urban area near the Jeseník municipality. Plan dimensions of the hall are 25,0 x 44,0 m. Height is 12,5 m. It is a curved construction of glued laminated timber. The hall is made of 12 cross – binding – triple joint arches in the shape of circle. Individual cross – binding are distanced 4,0 m. The stability of the whole construction is toughened by 3 areas of bracing. Plan dimensions of the stable are 7,0 x 64,0 m. Height is 4,515 m. Construction of the stable consist set of 17 frames of glued laminated timber, distanced 4,0 m. The stability of the whole construction is toughened by 2 areas of bracing. The calculations were made in compliance with the Czech technical norms ČSN EN.
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The storage hall
Urbánek, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The subject of this bachelor's thesis is to design the steel roof structure of storage hall in the area of Třebíč city. The plan dimensions of the structure are rectangural 43.200 x 27.850 m. The height of the structure is 8,150 m. The hall is design with gable roof. The main load bearing structure is comprised by an arch frame. The width of the frame is 24.000 m. The spacing of the frames is 4.200 m. Thje frames are connected with purlins. The longitudal rigidity of the structure is provided by transverse wind braces, purlins and walers. The roof covering is composed of sandwich roof panels laid directly on the purlins. The cladding is composed of sandwich wall panels. Along the storage hall is a covered ramp.
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The reconstruction of a storage object
Morcinková, Eliška ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is a reconstruction of the administrative building in Třinec. The work is divided into two parts: the design and assessment of a timber roof on the ground plan 16 × 21 m and steel supporting structure for the extension of the administrative building on the ground plan 8 × 16 m. The roof frame consists of 22 trusses with the axial distance 1 meter. The steel structure consists of two supporting frames connected to floor beams between them which create with the concrete plate composite steel and concrete structure.
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Warehouse Hall with Outbuilding
Honeš, Filip ; Ing. Milan Šmak, Ph.D (referee) ; Bajer, Miroslav (advisor)
Task of bachelor thesis deals with design of steel supporting structure at warehouse hall with outbuilding, which is situated in Kopřivnice. The hall is 18,0 m and extension is 6,0 m wide. Total hall´s lengh is 54,0 m. The main supporting elements are diagonal links, made from plain solid frame from rolled profiles with joint bearing on column base. Purlins are also proposed from plane solid profiles. The calculation has been done in Scia Engineer 2010 program and by hand calculation.
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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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