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Static solutions of the system of reinforced concrete tanks
Wolf, Jiří ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Aim of the bachelor‘s thesis is to design and static solutions of the system of reinforced concrete tanks and precast slab for these tanks. Tank is examined for ultimate limit state. The thesis consists of technical report, static report and drawing documentation. Computational model for evaluation of internal forces is realized in Dlubal RFEM 5.06 software. All 3 models are created for assessment different structural system. Static report is created manually according to valid European standards.
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Load-bearing reinforced concrete structure of a family house
Borovec, Michael ; Januš, Ondřej (referee) ; Zlámal, Martin (advisor)
The final thesis is focused on designing reinforced concrete load-bearing structures of a detached house on two floors and one basement. In the basement will be located the storages, utility room and wine bar. On the ground floor will be located garage for two cars, living room with kitchen and study. On the second floor will be located bedroon and two child’s rooms. The ceiling slab of the second floor, the ceiling slab of the ground floor, the ceiling slab of the basement, spiral staircase, half-turn staircase and walls of the first underground floor with solution as water-resistant construction. Programs SCIA Engineer 21.1 and Dlubal RFEM are used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of formwork and reinforcement of the all designing structires. The bulding is designed according to ČSN EN 1992-1-1.
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Load-bearing structure of the family house
Kabrhelová, Eliška ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Master's thesis is focused on the design and assessment of load-bearing structure of the family house. Model reinforced concrete structure is created in RFEM. Elements of reinforced concrete are Assessed in accordance with EN 1992-1-1. Excepting static calculation is part of documentation the technical report and drawings shape and reinforcement.
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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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The members of load bearing reinforced concrete structure
Leitner, Ivan ; Zlámal, Martin (referee) ; Šimůnek, Petr (advisor)
The diploma thesis is focused on the design and assessment of the reinforced concrete structure of the administrative building in terms of the ultimate limit state and serviceability limit state. A 3D model of construction in Scia Engineer 17 was created for calculation of internal forces. The thesis contains static calculation and technical drawings of ceiling slab above first floor, staircase and a column. All structures are designed according to EN 1992-1-1.
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Design of a load-bearing reinforced concrete structure of a family house
Bartoška, Ondřej ; Čairović, Dorde (referee) ; Zlámal, Martin (advisor)
Diploma thesis is focused on the construction of a two-storey, partly basement, family reinforced concrete house. The ARCHICAD 22 program was used to design this object, the SCIA 21.0 program was used for the model and the subsequent calculation of internal forces. In addition to the static calculation, the work includes reinforcement drawings and drawings of the shape of selected monolithic parts made in AutoCAD 2021. Reinforced concrete elements are assessed in accordance with ČSN EN 1992-1-1.
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Static solution of family house
Formánek, Pavel ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Master´s thesis is divided into two parts. In first part is author focusing on designing load-bearing structures that are made of reinforced concrete (floor slab, external wall, stairway). The assessments of those structures were made according to valid standard of ČSN EN 1992-1-1 and structural part of design documentation to those constructions were processed. In second, theoretical, part are different models of reinforced concrete slab in 3D (as part of whole construction) and in 2D created. The main task was to compare influence of different support´s stiffness in models on internal forces (bending moments) and on deflection of slab.
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Static solution of new office building
Stehno, Pavel ; Švaříček,, Libor (referee) ; Zlámal, Martin (advisor)
In this master’s thesis I study statical solution of new office building. The load – bearing elements are appraised according to ultimate limit state. Structural analysis contains of dimensioning ceiling plate with ribs, the most stressed support column and footing. There will be applied computer simulation to finding out values of internal forces. The solution is checked by simple method of replacement frames. The main purpose of this thesis consists of elaboration structural analysis, drawing up the technical report and creation design documents of load – bearing elements.
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Static solution of monolithic reinforced concrete structure
Kunčík, Martin ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Bachelor´s thesis deals with statical solution of the office building structure. The subject of the solution is a reinforced concrete monolith- frame construction. It consists of a ceiling board, rungs, beams, columns and footings. Assessment of construction is carried out for all assessed elements considered for first limit state – carrying capacity and the rungs on the second limit state - usability.
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