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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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Reinforced concrete structure of a administrative building
Januš, Ondřej ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
The main subject of this bachelor thesis is focused on the design of reinforced concrete locally supported slab of a multifunction building. Internal forces are calculated by a computer software SCIA Engineer and its resultes are compered with simplifield method. Another part includes the design of a reinforced concrete stairway and a column situated in the center of the disposition. The calculation method is based on ČSN EN 1992-1-1.
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Reinforced concrete structure of the apartment building
Tmej, Patrik ; Laníková, Ivana (referee) ; Šulák, Pavel (advisor)
The aim of the thesis is the assessment of choice elements of a four-storey residential building in Litomyšl from the static point of view based on the real project documentation. The thesis specifically follows up girder, columns of circular cross section, internal bearing walls and staircase. Finally, the thesis contain assessment designed ceiling structure and the proposal of alternative solutions. Results determine the reinforcement of selected elements of project documentation and assess whether they meet the load exerted.
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Reinforced concrete storage halls
Bezruč, Michal ; Šulák, Pavel (referee) ; Janků, Hynek (advisor)
The Bachler’s thesis is focused on a design of new building of storage hall made of reinforced precast frame. In the thesis is solved middle part, that consist of two fields of two-bay hall. From the static view is qualified purlins, girders, columns and pile foundation including in-situ chalice. In a layout part of the thesis, there are worked up drawings of structure, shape and scheme of reinforcement of every part.
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Spatial reinforced concrete frame of the industry object
Body, Roman ; Šulák, Pavel (referee) ; Šimůnek, Petr (advisor)
The aim of bachelor thesis is design and appraise the structure of the spatial reinforced concrete frame of the industry object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 2013.1. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.
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Sewage pumping station
Kustyánová, Orsolya ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a reinforced concrete sewage pumping station in the village Vrbice u Velkých Pavlovic. The main parts of the thesis are the technical report, static analysis, drawing documentations and visualisations. Calculation of internal forces was performed by the software Scia Engineer and verified by manual calculation. The drawing documentation consists of shape and reinforcement drawings of supporting parts.
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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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