Národní úložiště šedé literatury Nalezeno 3 záznamů.  Hledání trvalo 0.01 vteřin. 
Model of a prefabricated footbridge for teaching
Gaidos, Daniel ; Koláček, Jan (oponent) ; Strnad, Jiří (vedoucí práce)
The subject of this thesis was to design a test model of a foot bridge built out of sets of blocks, coupled by prestressing monostrands into one beam. Created model will serve as a test model during the training of machinists on tensioning equipment. Static model for results from load cases was created in Scia Engineering 20.0. Assessment and dimensioning were solved in the MS Excel program. The structure was assessed for the limit state of load-bearing capacity and serviceability. Analysis and calculations are compliant to up-to-date codes and respect the fundamentals of analysis due to limit states.
Lávka v Čáslavi přes silnici I/38
Gaidos, Daniel ; Daněk, Stanislav (oponent) ; Koláček, Jan (vedoucí práce)
Predmetom diplomovej práce je návrh lávky pre cyklistov na okraji mesta Čáslav ponad cestu prvej triedy I/38 v staničení km 105,960. Cesta sa v uvažovanom návrhu nachádza v hlbokom záreze, hĺbka zárezu presahuje 9,0 m. Boli vypracované tri štúdie, z ktorých bola považovaná za optimálnu vzperadlová lávka a tá bola ďalej analyzovaná. Posúdenia jednotlivých prvkov boli vypracované v súlade s platnými normami splnením podmienok medzného stavu únosnosti a použiteľnosti. Výpočtový model bol zostavený v software SCIA Engineer 21.1. Posúdenie prierezu a dimenzovanie je prevedené ručným spôsobom.
Model of a prefabricated footbridge for teaching
Gaidos, Daniel ; Koláček, Jan (oponent) ; Strnad, Jiří (vedoucí práce)
The subject of this thesis was to design a test model of a foot bridge built out of sets of blocks, coupled by prestressing monostrands into one beam. Created model will serve as a test model during the training of machinists on tensioning equipment. Static model for results from load cases was created in Scia Engineering 20.0. Assessment and dimensioning were solved in the MS Excel program. The structure was assessed for the limit state of load-bearing capacity and serviceability. Analysis and calculations are compliant to up-to-date codes and respect the fundamentals of analysis due to limit states.

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