National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Static analysis of the supporting structure of the library
Žůrek, Jan ; Novotný,, Petr (referee) ; Zich, Miloš (advisor)
Diploma thesis deals with design and assessment of a ceiling of a library in Ostrava. The solved beamed ceiling is above the third floor. Static analysis of the structure was calculated by Scia Engineer 20 software. Two variants of ceiling was calculated. Thesis then focuses on prestressed ceiling.
Design of concrete pedestrian bridge
Hlaváček, Matěj ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The aim of the thesis is to design a footbridge at the specified location. There have been developed three variants of bridge, which one was selected for detailed design and check. Construction of the footbridge is designed like a frame with fixed foundation piles and hinge attached at the point of connection to the foundation piles. For the calculation of load effects was used Scia Engineer, for the assessment was using MS Excel and manual calculations and drawings drawing in AutoCAD. In this work is done preload design, short- and long-term losses, ultimate and serviceability limit state and reinforcement drawings.
Static analysis of the supporting structure of the library
Žůrek, Jan ; Novotný,, Petr (referee) ; Zich, Miloš (advisor)
Diploma thesis deals with design and assessment of a ceiling of a library in Ostrava. The solved beamed ceiling is above the third floor. Static analysis of the structure was calculated by Scia Engineer 20 software. Two variants of ceiling was calculated. Thesis then focuses on prestressed ceiling.
Design of concrete pedestrian bridge
Hlaváček, Matěj ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The aim of the thesis is to design a footbridge at the specified location. There have been developed three variants of bridge, which one was selected for detailed design and check. Construction of the footbridge is designed like a frame with fixed foundation piles and hinge attached at the point of connection to the foundation piles. For the calculation of load effects was used Scia Engineer, for the assessment was using MS Excel and manual calculations and drawings drawing in AutoCAD. In this work is done preload design, short- and long-term losses, ultimate and serviceability limit state and reinforcement drawings.

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