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Cast-in-place tank of sewage plant
Kustyánová, Orsolya ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a cast-in-place reinforced concrete tank of sewage plant in the village Vrbice. Tha main parts of the thesis are the technical report, static analysis, drawing documentations, construction process and visualisations. Calculation of internal forces was performed by the software Scia Engineer and verified by manual calculation. The drawing documentation constists of shape and reinforcement drawings of supporting parts.
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Design of the bridge over the river
Býčková, Klára ; Rušar, Jaromír (referee) ; Klusáček, Ladislav (advisor)
The aim is to propose solutions to the new bridge construction due to its unsatisfactory compared to the existing bridge reconstruction project . There are three studies bridging and selected variant trapezoidal plate further processed static opinion. The design was judged by the ultimate limit states and usability. Partial assessments were made for the anchoring system, anchorage area , unravels notched bars and store design to support .
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Precast concrete frame building of shopping centre
Břeňová, Marie ; Šimůnek, Petr (referee) ; Laníková, Ivana (advisor)
The diploma thesis is focused on the design and review of selected load-bearing elements of the precast hall. Girder is dimensioned in two variants: reinforced and prestressed concrete. Design and assessment of prestressed girder was carried out using the simplified method and the IDEA statica. Column and footing was also dimensioned. All calculations are done in accordance with Eurocode 2.
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On the cutting geometry and kinematics of the arthroscopic forceps part
Pospíchal, Oldřich ; Polzer, Aleš (referee) ; Píška, Miroslav (advisor)
This Thesis presents a design innovation in arthroscopic forceps. Based on surveying the subject-matter literature on arthroscopic surgery of the knee, design changes are proposed to alter the cutting geometry of the functional end of the instrument to improve its utility. The proposed changes are imple-mented in a prototype, which is then compared with the current design. The comparison is made by testing the functioning of the instrument and the force required to shear the test material.
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Overground Parking House
Pevner, Jan ; Klodner, Jan (referee) ; Perla, Jan (advisor)
The work focuses on the design and assessment of selected structural elements of one overground floor monolithic concrete structures and staircases. All calculations are done in accordance with Eurocode 2.
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Design of the speed-way bridge structure
Nádvorník, Ondřej ; Rybák, Vít (referee) ; Klusáček, Ladislav (advisor)
This Master's thesis deals with the detailed design of the supporting structure of the bridge with two sections, with the rise in the direction of the intermediate support, and cross-cut single-beam construction. The supporting structure is designed from the prestressed concrete, prestressing losses are accurately quantified. It also deals with the assessment of pillar base threshold and pilot groups. The assessment was carried out according to the limit states.
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Static solution of garage floor slab
Sitta, Martin ; Požár, Michal (referee) ; Zich, Miloš (advisor)
This thesis presents the design and evaluation of a monolithic reinforced concrete slab, which is point-supported by columns with column heads. There were made two designs of this slab, one without column heads and the second was made with column heads. The simplified static calculation by hand and its results were compared with results from computer FEM software.
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Industrial Building - Review of Selected Reinforced Concrete Parts
Weber, Jozef ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
Bachelor’s thesis deals with reinforced concrete floor structure. It is a 3D frame, which is composed of bar elements oriented in the longitudinal and transverse direction. The work is done calculating mean longitudinal beam and also the middle of the cross beam. Furthermore, the calculated floor structure, which operates in both directions. For the calculation of inner strength used computer program SCIA ENGINEER 2013.0, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. Work contains textual part, inner strength, static calculations, drawings and used documents.
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Selected structural detail of the reinforced concrete frame
Teplý, Jakub ; Matušíková, Anna (referee) ; Girgle, František (advisor)
The bachelor thesis solves and compares between them three methods (ČSN EN 1992-1-1, ČSN 73 1201, MC 2010) of punching shear slabs. In this thesis are the methods analyzed and compared with each other. In other part of thesis is solved and compares dependence of the required shear reinforcement areas on the various parameters, for example thickness of slabs or percentage of reinforcement. Conclusion provide an evaluation of the results and compared in charts course of dependence of the required shear reinforcement under the same conditions state.
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