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Conditioning of Primary Systems for Solving by Flexibility Method
Sabelová, Katarína ; Mašek, Jan (referee) ; Frantík, Petr (advisor)
This bachelor thesis deals with effect of chosen basic determinate structure on solution of statically indeterminate structures obtained by using force method. Evaluation of basic determinate structure is based on conditioning of flexibility matrix, defined by three different condition numbers. Each of the four analyzed structures is examined in different way, due to their individual characteristics. As a result, few findings about dependence of conditioning of used basic structure on structures parameters and its effect on solution by force method were obtained.
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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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Solution methods of composite beams
Jamal, Dany ; Zídek,, Rostislav (referee) ; Brdečko, Luděk (advisor)
Solutions of composite beams encounter some specific problems, such as shrinkage and creep of concrete, cracking of concrete and plasticity of steel, partial interaction of elements or history of erection and loading process. These factors and others affect the distribution of internal forces along the beam, the distribution of stresses along the cross-section and also stiffness and deflection of beams. The goal is to describe and compare methods for analysis of composite steel and concrete beams by more simplified approaches allowed by Eurocode with more advanced techniques. The studies will be carried out on the simply supported and continuous beams designed with respect to Eurocode 1, 2, 3 and 4.
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Prefabricated reinforced concrete structures industrial hall with administration
Sitta, Martin ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
As the main topic this thesis describes the design and evaluation of selected reinforced concrete members of the prefabricated reinforced concrete industrial building with administration at ultimate limit state in accordance with applicable standards. Movable overhead crane with carrying capacity of 50 tons is the main distinction of the industrial hall. Lateral frame whit main structural parts which are roof prestressed girder, load-bearing column supporting the overhead crane and drilled pile transferring loads from the upper construction to the load bearing subsoil, is designed in particular. Furthermore, design of the Gerber beam which forms the slab construction in the administrational part of the building is elaborated. Structural design and evaluation of other structures of the building is not part of this thesis.
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Prefabricated reinforced concrete hall
Švancara, Marek ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
This bachelor's thesis concerns with a design of particular load-bearing elements prefabricated, reinforced concrete, factory hall in Lanškroun. Calculation of internal forces was accomplished in software SCIA Egineer which uses finite element method and was verified by manual calculation using the forces method. Design was made in accordance with applicable standarts. The result is design of reinforcement and design of transport handle.
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Static analysis of the roof
Hořínek, Josef ; Vlk, Zbyněk (referee) ; Martinásek, Josef (advisor)
The Bachelor Thesis focuses on a static analysis of a timber roof truss. This roof trust is part of the saddle roof on the family home. The load on the structure is calculated manually according to valid standards. The load is divided into a total of 11 load cases. The calculation model of the structure is created in RFEM. Results of internal forces and deformations are checked by manual calculation using methods for statically indeterminate structures. These values are compared at the end.
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Modeling nodal releases in the general deformation method
Dauhalionak, Illia ; Hokeš, Filip (referee) ; Vlk, Zbyněk (advisor)
This thesis deals with the analysis of models of rod structures with different types of nodal releases using the general deformation method. The necessary stiffness matrices and primary end force vektors are derived using the force method. The analysis is performed for seven rod structures using MATLAB. The results from MATLAB are compared with using SCIA Enginner.
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Static analysis of the roof
Hořínek, Josef ; Vlk, Zbyněk (referee) ; Martinásek, Josef (advisor)
The Bachelor Thesis focuses on a static analysis of a timber roof truss. This roof trust is part of the saddle roof on the family home. The load on the structure is calculated manually according to valid standards. The load is divided into a total of 11 load cases. The calculation model of the structure is created in RFEM. Results of internal forces and deformations are checked by manual calculation using methods for statically indeterminate structures. These values are compared at the end.
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Conditioning of Primary Systems for Solving by Flexibility Method
Sabelová, Katarína ; Mašek, Jan (referee) ; Frantík, Petr (advisor)
This bachelor thesis deals with effect of chosen basic determinate structure on solution of statically indeterminate structures obtained by using force method. Evaluation of basic determinate structure is based on conditioning of flexibility matrix, defined by three different condition numbers. Each of the four analyzed structures is examined in different way, due to their individual characteristics. As a result, few findings about dependence of conditioning of used basic structure on structures parameters and its effect on solution by force method were obtained.
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