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Concrete ribbed slab
Dvořák, Vít ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The bachelor thesis deals with a design of monolithic reinforced concrete, line supported and cross reinforced slab and a design of supporting reinforced concrete ribs. The plan of the slabs is rectangular and one time bent. The content bachelor thesis is calculation and design of reinforcement of slab and ribs. For the calculation was used software Scia Engineer 14 and was checked by manually calculation. The slab is located in the first floor of polyfunctional house. Other parts of the object are not covered by the thesis.
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Sewage pumping station
Čožík, Martin ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The subject of my bachelor’s thesis is static design of a sewage plant reservoir, dimensioning and examination of the construction part for Capacity Limit State and Applicability Limit State. Design documentation is included in the project. The aim of this thesis was to design the reservoir in such a way that there would be no cracks in the concrete. The calculations were carried out in accordance with Eurocode 2.
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Concrete ceiling of apartment house
Vyhnalíková, Kateřina ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of bachelor thesis is to dimension and assess concrete ceiling in a typical storey of apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with results of software and also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
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Concrete ceiling of apartment house
Michna, Ondřej ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
This bachelor thesis focuses on the design of semi-prefabricated reinforced concrete slab (filigree boards with monolithing) of residential building. Formwork drawings, drawings of the reinforcement and production drawing of the selected slab have been elaborated. During designing, the layout of masonry partitioning is respected. Assessment of the ceiling structure deformation with regard to its integrity is carried out. Furthermore, the comparison of the manual calculation and the finite element calculation is discussed.
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Load bearing structure of administrative building
Kudrna, Jan ; Perla, Jan (referee) ; Šimůnek, Petr (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete load bearing structure office building of two floors above ground and one basement floor. During the design were appropriately combined manual idealized models solved structures with complex models of selected parts of the structure calculation by finite element method. Were assessed elements: locally supported ceiling structure above the first slab above, three reinforced stairs and beam. All selected elements were assessed at the ultimate limit state, reinforced concrete slab and the serviceability limit state.
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Concrete ceiling over stage
Tošenovjan, Marek ; Šimůnek, Petr (referee) ; Perla, Jan (advisor)
This thesis is focused on the design of monolithic ceiling structure above the stage of the theater. The requirements for placement of an theatrical equipment are respected in the calculation of internal forces. Special emphasis is placed on the calculation of support moments in a partial fixation of the ceiling frame in a reinforced concrete wall. The structural design is limited by deflection limits affecting the functionality of theatrical equipment.
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Adjustment concrete girder frame
Fiala, Adam ; Klusáček, Ladislav (referee) ; Perla, Jan (advisor)
Bachelor´s thesis deals with streghtening of multi-storey construction made of lower-strength concrete for purpose of fitness-centre. Ceiling beams are reinforced with loosely guided pre-stressed cables, and added reinforcement with use of shotcrete. Slabs are stregthened by topping made of light concrete.
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Sewage absorbing well
Kulla, Lukáš ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The aim of this bachelor’s thesis is to determine the loads acting on the waste shaft of given dimensions and design the reinforcemen. Then assess the ultimate limit state and servicesbility. When calculating internal forces are applied manual calculation, which is then verified tabular values and static program based on finite element method SCIA Engineer. The structure is designed to complies with all requirements of technical standards CSN EN.
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