National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Design of floating concrete structure
Páleník, Branislav ; Kolenčík, Pavel (referee) ; Zich, Miloš (advisor)
The project aimed to familiarize yourself with the issue of floating structures, according to the procurement documents and knowledge acquired during studie, a study of existing floating structures. Review was conducted design adapted from documents. More space was devoted bottom structure in the assessment. Other structures designed only provisionally.
Analysis of reinforced concrete ribbed ceiling with lightweight ceramic units
Páleník, Branislav ; Koláček, Jan (referee) ; Strnad, Jiří (advisor)
This work consists of an analysis of the ceiling in a two family house with a gable roof. The project addresses the translation of monolithic (continuous beam of two fields) in which joists according to the architect. The calculation is done by hand, using force method in the calculation of internal forces. Life limit state (deflection) is calculated by using the clebshs method (integration of the differential equation of bending lines).
Design of floating concrete structure
Páleník, Branislav ; Kolenčík, Pavel (referee) ; Zich, Miloš (advisor)
The project aimed to familiarize yourself with the issue of floating structures, according to the procurement documents and knowledge acquired during studie, a study of existing floating structures. Review was conducted design adapted from documents. More space was devoted bottom structure in the assessment. Other structures designed only provisionally.
Analysis of reinforced concrete ribbed ceiling with lightweight ceramic units
Páleník, Branislav ; Koláček, Jan (referee) ; Strnad, Jiří (advisor)
This work consists of an analysis of the ceiling in a two family house with a gable roof. The project addresses the translation of monolithic (continuous beam of two fields) in which joists according to the architect. The calculation is done by hand, using force method in the calculation of internal forces. Life limit state (deflection) is calculated by using the clebshs method (integration of the differential equation of bending lines).

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