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Concrete ceiling over stage
Tošenovjan, Marek ; Šimůnek, Petr (referee) ; Perla, Jan (advisor)
This thesis is focused on the design of monolithic ceiling structure above the stage of the theater. The requirements for placement of an theatrical equipment are respected in the calculation of internal forces. Special emphasis is placed on the calculation of support moments in a partial fixation of the ceiling frame in a reinforced concrete wall. The structural design is limited by deflection limits affecting the functionality of theatrical equipment.
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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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Reinforced concrete structure of an office buildings
Přikryl, Martin ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
The bachelor project is focused on the design of monolithic reinforced concrete ceiling slab of typical floor of an administrative building. Calculation of internal forces is carried out in a computer software SCIA Engineer with manual verification using the simplifield method. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.
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Load bearing structure of sport building object
Klodner, David ; Šulák,, Pavel (referee) ; Šimůnek, Petr (advisor)
This thesis is focusing on the design and assessment of reinforced concrete frame of the administrative part of the sports hall. In developing the computational model, the emphasis was on the comprehensiveness and reliability of an idealized structure, providing a economical design of elements. Assessment was conducted on the ULS and SLS for selected critical cross section - double staircase, ceiling slab, ceiling beam, the inner column and footings.
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Chimney load bearing structure
Hasala, Ivo ; Girgle,, František (referee) ; Šimůnek, Petr (advisor)
My chachelor work solves the static diagram shaft of the contemporary stach, a load, an analyse of inside powers in the programme SCIA ENGINEER and a review combination load M + N. The contemporary steel reinforcements is an appreciating to definite the combination load in six horizontal cuts along the height stach. My calculation includes the produce algorithm in the programme MS EXCEL for the appreciating choice intercircular cats of stach on the combination load M + N.
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