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Static analysis of reinforced concrete roofing of platform
Popovič, Tomáš ; Strnad, Jiří (referee) ; Zich, Miloš (advisor)
The thesis deals with the static solution of reinforced concrete roofing of bus platform. It is a monolithic reinforced concrete frame structure, which is consisting of circular pillar and girder. The girder has the general shape. The board is double-sided embedded into girder. The loads acting on the construction are transmitted to the foundation soil using reinforced concrete foundation blocks. The content of this thesis is based on the dimensioning of individual elements of the support structure according to ČSN EN 1992-1-1. These elements are dimensioned for the ultimate limit state. The main outputs of this static calculation are drawings of shape and drawings of reinforcement.
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Reinforced concrete structure of the railway platform roofing
Vodová, Pavla ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
The bachelor‘s thesis deals with assessment of existing damaged reinforced concrete strucutre of the railway platform roofing according to the original project documentation. Apart from assessment of existing structure, there is prepared a design of two alternative solutions. The first alternative is a remediation of damage structure with description of appropriate diagnostic methods for testing concrete structures and with description of technological process of implementation of remediation. The second alternative is design of completely new structure instead of existing one. This new structure is designed as a monolithic frame contruction with restraint reinforced concrete panel and one – step foundation block. In this bachelor’s thesis there were prepared a design and assessment of sub – sections and work – out appropriate drawing documentation. All static assessments are calculated according to ultimate limit state.
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The prefabricated factory building with office block
Krejčová, Jana ; Bažant, Zdeněk (referee) ; Čírtek, Ladislav (advisor)
Master´s thesis describes the design and assessment of selected elements concrete factory building with office block, elaboration of shape and reinforcemenet drawings of selected structural prefabricated elements. The work also includes technical report and details of connection elements. Calculation was performed also using a computer program SCIA Engineer and Excel.
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Reinforced concrete structure of a multifunction building
Mengler, Tomáš ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor´s thesis „Reinforce concrete structure of multifunction building“ is deal with design of a department store construction. The aim is evaluace the ultimate limit state of reinforced concrete slab over the first floor. The analysis of the locally supported slab is performed by software on principle MKP, was choosen Scia Engineer 2012 software. The method of the sum of the moments is verify values of internal forces. In addition, the slab is assesed for pushing through. The last part of static calculation is assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings
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Founding in region of Palkovice
Poruba, Michal ; Erbenová, Alexandra (referee) ; Brdečková, Helena (advisor)
Objective of this bachelor´s thesis Foundation in region of Palkovice is to compare the conditions of foundations in different locations in the region of Palkovice. Calculations of bearing capacity of foundation soil and settlement analysis of the foundation structure were the criteria of comparison. Variants with and without groundwater were included in the calculations.
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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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Reinforced concrete skeleton construction
Ježek, Rostislav ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
The bachelor thesis “Reinforced concrete skeleton construction” deals with the investigation of a department store supporting construction. The aim is to design and evaluate the ultimate limit state of reinforced concrete slabs over the first floor. The analysis of the locally supported slabs is performed by Scia Engineer 2012 software system. The method of the sum of the moments is used to verify the resulting values of internal forces. In addition, the ceiling structure is assessed for pushing through. A part of static calculation is the assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings.
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