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Design of the floor slab structure of a tall building
Vintrová, Tereza ; Šimůnek, Petr (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design of the ceiling structure of a high-rise building. The basis for the work was a study of the building with basic floor plan dimensions and heights. The aim of the bachelor thesis is to design a locally supported floor slab with a stiffening core in the middle, as a section of one floor, namely the ceiling above the tenth floor. According to the specified study, a slab model was created in SCIA Engineer to analyze the internal forces based on which the design of the flexural reinforcement of the slab to the ultimate limit state was carried out. The design of the shear reinforcement is based on the internal forces of the 3D model and was done using Schöck Bole with manual verification of the selected column. Non-linear calculation of the 3D model and manual verification of crack widths was used to assess the ultimate limit state. At the end of the work, the design of the circumferential rib variant and the comparison of the two types of slabs was carried out. The work includes a static calculation and drawings.
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Court multi-storey outbuilding university space
Maršalová, Jiřina ; Klodner, Jan (referee) ; Perla, Jan (advisor)
The master thesis is focused on design and static calculations of fiber reinforced concrete ground slab. The assessed structure is composed of 6 floors and 2 underground floors. A ground slab is based on piles and designed as a waterproof structure. The structural analysis program RFEM 5.05 has been used for calculation of internal forces.
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Design of foundation of library building
Habanec, Kamil ; Novotný,, Petr (referee) ; Zich, Miloš (advisor)
The master’s thesis deals with the static solution foundation structure of the Moravian-Silesian Scientific Library in Ostrava. The goal is to process the design for the commissioned construction of the library building in detail, numerically and graphically, on the foundation supporting structure of the underground floors. Subsequently, their static solution, dimensioning and assessment for limit states. The solved elements are the foundation slab in the second underground floor, the bearing capacity of the piles and the foundation block of the core A. The static analysis was performed in a combination of the student versions of SCIA Engineer 22.0 and the Midas program. The work also includes drawing documentation for the above-mentioned elements. The calculation was carried out according to applicable standards and principles.
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Load bearing reinforced concrete structure of apartment house
Ruber, Lukáš ; Krůpa, Pavel (referee) ; Girgle, František (advisor)
The subject of this diploma thesis is the design of the underground parts of the building. Part of this thesis is to comapare alternative designs and subsequentli evaluate the interaction of the upper structure with subsoil and pile fundantion. A detailed static assessment and implementation documentation is then prepared for the selected variant. The design of the base plate and reinforced concrete walls of the underground section are designed with respect to the crack width according to the principles for designing the white box. The theoretical part contains principles for designing and implementing a white box and evaluating design variants.
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Apartment building in the gap site
Doupovec, Vojtěch ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The diploma thesis is focused on design of a monolithic reinforced concrete structure of an apartment building situated in a gap site. The foundation is designed on a foundation slab supported by piles, which together with the walls in the basement are made as a waterproofness concrete structure. It is a two-way wall construction system, made in a combination of masonry and reinforced concrete. The structure was assessed for the ultimate limit state and the serviceability limit state. Due to the requirement for waterproofness, the reinforcement was designed for non-force effects at an early stage. The work includes drawings of shapes and reinforcement.
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Cast-in-place structure at sewerage plant
Hůrka, Jiří ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis is focused on the design and the assessment of horizontal supporting parts and concrete trough on the sewage pumping station in the Boskovice town. There are parts of thesis: technical report, static analysis, design documentation and visualizations. The technical report describes the proposed solution. Calculation of internal forces was performed by manual calculation and verified by the software RFEM. The design documentation consists of shape and reinforcements drawings of selected structural elements.
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Family house
Purgat, Martin ; Zlámalová, Pavlína (referee) ; Švaříčková, Ivana (advisor)
Bachelor's prize dealing with the state of all states in the territory of the family house. The aim of the work is to design new layouts and adjust the branches designed in the presented products in internships in internships in internships of internships of internships. Subsequently, a static calculation of the city by contractions is made, which includes their dimensional and assessment of the ultimate limit state and usability. The individual bones of the ceiling located above the ground floor family houses are assessed for these conditions. Between the assessed contrasting jaws, a monolithic ceiling slab, beams, balcony, staircase and column, which is directly connected to the ceiling slab. The calculation of internal forces was demonstrably in the student versions of the Dlubal RFEM 5 program. It is part of the trade documents for the life of the mentioned elements. The export was proceeded according to valid standards and principles.
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Static solution of a typical floor of an apartment building in Oslavany
Kurtin, Ladislav ; Šimek, Ondřej (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the structural design of a typical floor of a residential building in Oslavany. The first part deals with the design of the ceiling structure above the second floor and the construction of the staircase. Using a slab model in SCIA Engineer 22.0, the internal forces on the floor slab were determined and the structure was assessed for ultimate limit state and serviceability limit state. The staircase was modeled with a member and slab model. Finally, a simplified assessment of the ceramic block masonry, specifically the intermediate bearing and perimeter walls, was performed. The bachelor thesis contains the structural calculation and drawings of the above mentioned elements.
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Static solution of a floating concrete pier
Dorňák, Josef ; Nečas, Radim (referee) ; Zich, Miloš (advisor)
The bachelor´s thesis deals with the design of a floating concrete pier to be used for landing of helicopters of the Medical Rescue Service of the Czech Republic. The basic for the thesis was a study of the structure with plan dimensions, location on the river and a longitudinal section of the structure with elevation marks. The aim of the thesis is to desing a cross-reinforced slab and walls. In total, the structure consists of 8 identical components. To calculate the internal forces, a 3D model supported by an elastic substrate of calculated stiffness was created the Scia Engineer 22.0. Based on the outputs from the program, the flexural reinforcement was designed. Using non-linear calculation, the structure was assessed for serviceability limit state and the results were compared with the manual calculation of crack width. Handling and anchoring handles were also designed. At the end of the thesis, the connecting element was assessed and its reinforcement was proposed. The theoretical part, static calculation and drawing documentation are part of the thesis.
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Static solution of the underground floor of an apartment building in Oslavany
Šafránková, Vendula ; Švaříčková, Ivana (referee) ; Zich, Miloš (advisor)
The subject of the bachelor thesis is the design and static analysis of underground carpark, which is part of an apartment building. This new development will be situated in Oslaveny. For the work was used drawings with a basic floor plan dimension and heights. The work includes a static calculation and drawing documentations. Static calculation is solved by a combination of manual calculation and software´s calculation. SCIA Engineer 22.0 program is used to calculate the internal forces. The design of the shear reinforcement is performed using Schöck Bole program. The static calculation includes design and assessment point-supported slab and columns and caps. The structure is designed according to valid standards ČSN EN.
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