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Prestressed concrete slab
Dobeš, Marek ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The aim of this bachelor's thesis is the design and analysis of one-span, perpendicular bridge across the river. Two preliminary studies have been designed and one of them was selected as the most appropriate solution and then further elaborated in more detail. The selected one was prestressed trapezoidal slab with the span of 21 meters. The load effects were calculated using a manual calculation and a program Scia Engineering and then compared. The assessment of ultimate and serviceability limit state was done by manual calculation according to current valid standards.

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