National Repository of Grey Literature 8 records found  Search took 0.01 seconds. 
RC load-bearing structure design of multipurpose-building
Body, Roman ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The aim of diploma thesis is design and appraise the structure of the spatial reinforced concrete object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 15. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.
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.
Calculation of Ceiling Stucture by ANSYS FEM Program.
Juráň, Martin ; Keršner,, Zbyněk (referee) ; Křiváková, Jarmila (advisor)
Create finite elements model ( FEM ) for solution direct stress of bend by ANSYS. Analyze calculated stress and deflextion, compare with results by simple manually-operated calculation. Extremes of these quantities compare with results by encoded rule.
Ceiling concrete slab in an industrial building
Revayová, Veronika ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis is focused on the reinforced concrete slabs crosswise armed on a square plan. The supporting structure is made of reinforced concrete columns with massive bearers. It is a reinforced armoured concrete skeleton. The thesis solves various approaches to the computational models and their subsequent comparison. The hand-operated models with models with SCIA engineer 16.0 are compared in the work. The goal was to reinforce the slabs efficiently and determine the approximate variable load pressure that could be encountered during operation. Depending on the measured deflection, it is also important to find the reinforcement that might be present in these slabs. Other parts of the object are not concerned in this work.
Ceiling concrete slab in an industrial building
Revayová, Veronika ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis is focused on the reinforced concrete slabs crosswise armed on a square plan. The supporting structure is made of reinforced concrete columns with massive bearers. It is a reinforced armoured concrete skeleton. The thesis solves various approaches to the computational models and their subsequent comparison. The hand-operated models with models with SCIA engineer 16.0 are compared in the work. The goal was to reinforce the slabs efficiently and determine the approximate variable load pressure that could be encountered during operation. Depending on the measured deflection, it is also important to find the reinforcement that might be present in these slabs. Other parts of the object are not concerned in this work.
RC load-bearing structure design of multipurpose-building
Body, Roman ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The aim of diploma thesis is design and appraise the structure of the spatial reinforced concrete object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 15. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.
Calculation of Ceiling Stucture by ANSYS FEM Program.
Juráň, Martin ; Keršner,, Zbyněk (referee) ; Křiváková, Jarmila (advisor)
Create finite elements model ( FEM ) for solution direct stress of bend by ANSYS. Analyze calculated stress and deflextion, compare with results by simple manually-operated calculation. Extremes of these quantities compare with results by encoded rule.
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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