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Reinforced concrete structure of a multifunction building
Gregorová, Michaela ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor)
Bachelor thesis is focused on design of two way slab of multiple building, elaborating drawing of shape and reinforcement drawing of solid ceiling tile. Solved ceiling tile is located above 1.NP. Calculation of internal forces is performed by the method of spare continuous beams and compared with results from calculation program SCIA Engineer. Reinforcement drawing are drawn in program AutoCAD with superstructure Recoc. Next part this bachelor deals staircase, which leads from 1.NP to 2.NP, this it is connected to the solved ceiling. Next is assessed internal wall, which is made of brick elements and below it, proposed foundation construction. For calculations has been used norm ČSN EN 1992.
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Design of concrete structures reinforced with non-metallic FRP reinforcement
Golisová, Michaela ; Januš, Ondřej (referee) ; Kostiha, Vojtěch (advisor)
This diploma thesis investigates the design of concrete structures reinforced with non-metallic FRP reinforcement with a focus on solving the bearing capacity in extrusion. The work is divided into a theoretical and a practical part. The theoretical part begins with an introduction to FRP reinforcement and a description of shear stress. The following is an introduction to current approaches dealing with this issue. In the practical part, in connection with these regulations, parametric studies are developed to compare the influence of individual input parameters and selected regulations. The last part is dedicated to the design and nonlinear analysis performed in the ATENA software.
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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.
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Design and assessment of the load-bearing part of the reinforced concrete structure
Tihelka, Marek ; Lagiň, Juraj (referee) ; Kostiha, Vojtěch (advisor)
The aim of the bachelor thesis is the design and assessment of a reinforced concrete foundation structure of a sports hall. The proposed solution is a monolithic foundation slab. The design software SCIA Engineer 22.0 was used to determine the reactions acting on the slab and slab internal forces. The reactions were also verified by manual calculations. The slab was assessed for ultimate and serviceability limit state and designed by hand. This work also includes design of reinforced concrete monolithic column. A drawing documentation was also prepared for both reinforced concrete slab and column.
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Design of reinforced-concrete structures of the selected building
Jokel, Filip ; Zlámalová, Pavlína (referee) ; Kostiha, Vojtěch (advisor)
The bachelor's thesis deals with the design and assessment of the reinforced concrete structure of the selected object in two options for their execution. Part of the work, in the first option, is the design of a full reinforced concrete slab. The second possibility of the design of the structure is a slab, which is divided in half of the span by a T-section beam, which is supported by a column in the middle of its span. Creation of the model and analysis of internal forces is solved by the SCIA Engineer calculation program. The correctness of the model and results is verified by manual calculation. Part of the bachelor's work is also the drawing documentation of the solved elements.
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Design of reinforced concrete floor structure
Velič, Marek ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
The bachelor thesis focuses on two construction designs on the 3rd floor. The first design is made of pre-stressed panels of SPIROLL type. The second design consists of a reinforced concrete continuous slab design with two bays, a beam, and a column. The internal forces for the design were obtained using SCIA Engineer. These internal forces were checked by hand calculation using the method of three-moment equations. Drawings for the above structures are included in the thesis. The design and assessment of the structures have been carried out as per the applicable standards.
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Structural design of the gallery building
Ryšavý, Martin ; Kostiha, Vojtěch (referee) ; Švaříčková, Ivana (advisor)
The bachelor thesis deals with the design and the static assessment of a reinforced concrete floor slab above the first floor of a two-story gallery building. The aim of the work is to reinforce the ceiling slab, which is modelled in the student version of the Dlubal RFEM 5.30 program. The correctness of the output from the software is verified by a simplified manual method.
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