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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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Design and review of RC structure.
Hečková, Beata ; Seiter, Roman (referee) ; Šimůnek, Petr (advisor)
This diploma thesis deal with of the design of selected parts of a monolithic reinforced concrete building. Static solution includes an assessment of slab in local supports, calculation of columns, beam, stair and footing. The building will be used as an multifunctional building. In this thesis was developed a static calculation, reinforcement drawings and shape drawings.
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Analysis of Variants Ceiling Structure
Polák, Vojtěch ; Šimůnek, Petr (referee) ; Švaříčková, Ivana (advisor)
The bachelor´s thesis deals with the design and price comparison of a part of a brick family house. Specifically, it is a design of a staircase and ceiling slab above the 1st floor in the variants of ceiling panels, reinforced concrete slab with internal loadbearing walls, reinforced concrete slab with internal loadbearing columns. Creation of models and examinations of internal forces was performed in the RFEM program. The result is reinforcement drawings, part assembly drawings and price comparisons of variants.
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Analysis and design of a multi-storey reinforced concrete load-bearing structure
Fojtek, František ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The diploma thesis deals with the analysis of the behavior of a multi-storey reinforced concrete load-bearing structure. The building is designed as a monolithic skeleton. The main load-bearing structure of the building consists of transverse frames, which are connected by beams, on which a continuous ceiling slab is placed. The rigidity of the building is ensured by a reinforced concrete core. The building is based on the base plate. The design analysis was performed by the finite element method in the SCIA 21.1 program. The structure is designed and assessed according to ČSN EN 1992-1-1.
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Reinforced concrete structure
Malecha, Tomáš ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
This bachelor‘s thesis includes structural analysis and check of reinforced concrete, cast-in-place construction of a building for parking. Here is solved locally supported floor slab above first above ground floor. Structural analysis was solved by program Scia Engineer 14 and checked by manual calculation. Next step was dimensioning for ultimate limit state, concretely for bending moment, punching and for serviceability limit state, concretely for limitation of cracks. For this bachelor’s thesis were made drawings based on calculated results.
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Spatial reinforced concrete frame of an industrial building
Matěják, Jan ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
This bachelor thesis deals with design of selected precast elements of a prefabricated hall. Single-nave storage hall is formed by transverse frames. The elements include main roof girder designed in two variants. The first variant is considered to be made of reinforced concrete. The second variant is designed from prestressed concrete. Other designed elements are a pair of columns carrying the girder and pocket foundations. The elements were designed according to the ČSN EN 1991-1-1. The output from this bachelor thesis are structural design reviews and drawings of selected parts (formwork and reinforcement).
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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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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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