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Administration Building in Brno
Benda, Lukáš ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The bachelor thesis is aimed for design of monolithic reinforced concrete slab of residential building, elaboration of shape and drawings of reinforcement of selected structural element. The slab is situated over the first floor. Calculation of internal forces is made by software system SCIA Engineer. Results of internal forces are compared with results of simplified method. Another part of this document is about issues in calculating of locally supported slabs and is done comparison of results by ČSN EN 1992 and ČSN 73 1201. Finally I performed design of concrete double cantilever column.
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Proposal and Design of the Flat Plate Slab
Ducháč, Josef ; Šimůnek,, Petr (referee) ; Švaříčková, Ivana (advisor)
The Bachelor´s thesis is focused on the analysis, design and assessment of the Flat Plate Slab. The Slab is located in multifunctional complex of winter stadium. All construction is made from reinforced concrete. The thesis solves various ways to create computational models. The thesis includes working-out of static calculation, drawing shape, reinforcement drawing of the Flat Plate Slab and the elaborate comparison with computational models.
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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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Administration Building in Brno
Bednář, David ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The bachelor project is aimed for design of monolithic reinforced concrete slab supported locally administrativ object, elaboration of shape and reinforcement drawings of selected structural element. Calculation of internal forces is made by computer program SCIA Engineer. The slab is situated over the first floor..
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Superstructure of the backpart of the family house
Jetmar, Ondřej ; Šulák,, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis accommodates a design of a slab made out of reinforced concrete. On one side, the slab overhangs the load-bearing mansonry. The thesis comprises two solutions. In the first solution, the overhung part of the slab is not supported while in the second solution is this part locally supported by pillars. The thesis contains two variants of the slab design and also evaluation of the results.
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Reinforced concrete frame construction
Duda, Tomáš ; Strnad,, Jiří (referee) ; Koláček, Jan (advisor)
The bachelor’s thesis describes the design and assessment of the load-bearing part of the reinforced concrete structure of the department store – the frame. Respectively design and assessment of individual structural elements of the this frame at ultimate limit states. This is a rung frame R1, column S1, footings P1 and floor plate D1 above the first floor of this building.
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Sports hall
Návarová, Michaela ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The thesis proposal is developed wooden structure sports hall. The hall is designed for general sports (handball, football, tennis, volleyball, basketball). Plan dimensions of the hall are 26,5 m x 45 m and variable height.The structure is designed for the České Budějovice. Carrier enclosure is designed from the glued laminated wood with axial distance of 3 m Purlins are designed as simple beams with axial distance of 2,5 m and PUR sheathing panels are used. Articulated connection is made with steel pivotal connections.
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