National Repository of Grey Literature 17 records found  previous11 - 17  jump to record: Search took 0.01 seconds. 
Precast concrete structure of production hall
Hradský, Richard ; Kostiha, Vojtěch (referee) ; Girgle, František (advisor)
The main part is design and calculation of the transversal frame of industrial building consisting of those parts (girder, column, foundation pad). Computational software SCIA ENGINEER is used for design, calculation and drawing of those forces, moments and stress of elements. The verify of the results and their accuracy is applied handdone static calculation of forces, moments and stress. The drawings of those elemenst will be producted by Computational and drawing software ArchiCAD.
Reinforced concrete flat slab with column head
Herold, Jakub ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
The theme of bachelor´s thesis is a concerns is static design of locally supported monolithic reinforced concrete slab with column head of underground garages at the lowest floor of the shopping center and static design of a typical column on the same floor. The design of the ceiling slab is done using software SCIA Engineer and the check is done by manual calculation using the method of cumulative moments. Column design was done by manual calculation. The design was followed according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of the work is static design of the ceiling and renforced column and drawing documentation.
Tribune of football stadium
Weber, Jozef ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis was to design the precast reinforced concrete prefabricated structures of the football tribune. It was modernized sports center in Brno. According to the investor was determined the shape of the football tribune. It was compiled the design documentation. For the calculation of inner strengths was used the software Dlubal RFEM, which operates on the Finite Element Method - FEM. All elements have been designed for ultimate and serviceability limit state. My thesis contains textual part, inner strengths, static calculations, drawing documentation of composition of structure, drawing documentation of reinforcement and design documentation of the object.
Design of monolithic reinforced concrete slab of polyfunctional building
Benešová, Lenka ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
Bachelor thesis is focused on the design and evaluation of monolithic ceiling slabs from the highest floors, beams and selected columns of multifunctional building. The result is a static calculation and drawings documetation.
Static solution of bearing RC structure family villa
Neužil, David ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
Master thesis describes design of reinforced concrete structure for family villa. Building is situated to the slope. Only chosen parts of concrete structure was designed and checked for ultimate limit state. Building consist of basemen and two floors. Part of second floor is cantilevered. Cantilevered part was designed according to vertical deflection. Building foundation consist of waterproof slabs. Walls in contact with soil are considered as waterproof, as well.
Reinforced concrete structure of a department store
Kovalíková, Mária ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor)
This thesis handles the design and assessment of reinforced concrete slabs store, especially the bending and punching, discusses the design cantilever beam. Input values of internal forces based on the calculation of Scia Engineer 2012 - Student version and are verified by summation of moments.
Statical solution of reinforced concrete structure
Velecká, Renata ; Kostiha, Vojtěch (referee) ; Zlámal, Martin (advisor)
Bachelor's thesis deals with statical solution of structure of the office building. The theme of solution is reinforced concrete monolithic point-supported ceiling slab. It's supoported by columns and whole structure is completed by two reinforcing cores and reinforcing wall. Structure review is done according to the first limit state – carrying capacity.

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