|
|
Static solution of bridge on the highway Jánovce-Jablonov
Darebníček, Pavel ; Šopík, Leonard (referee) ; Zich, Miloš (advisor)
The subject of Diploma thesis is the design of bridge on the highway Jánovce - Jablonov and his static solution. Selected variant is made from four span 34+44+44+34m and supporting structure consist of monolithic two beams of prestressed concrete. Height of cross section is over the whole lenght of the bridge constant. Each beams will be built on sliding formwork. The design of supporting structure is made according to limit states, including addressing timing analysis. Calculation of the effects of loading is made by software and reviews are calculated by hand according to Eurocode.
|
|
|
Reinforced concrete beam bridge in Staré Město
Lugerová, Markéta ; Zich, Miloš (referee) ; Koláček, Jan (advisor)
This Bachelor´s thesis deals with a proposal for a new bridge which is used to transfer a local road across the river Krupá in Staré Město pod Sněžníkem. The bridge is designed as a girder bridge, simply placed with a length of 18,35m. The communication category is S7,5. Loads and assessment are done according to Eurocode.
|
|
|
Prestressed bridge over the river
Kačer, Karel ; Nečas, Radim (referee) ; Koláček, Jan (advisor)
As the thesis I chose static solving bridging the road. This is a real first-class roads situated near the city Kolín in the Central Region. The bridge will be used to transfer traffic across of local Sendražický stream. At the beginning I determined three main variants of supporting design and then I chose one for more detailed processing. It is a armored concrete slab solidified two prestressed ribs arching spanning 18.3 m The calculation is implemented by software Scia Engeneer in accordance to European standards.
|
|
|
Girder bridge in Český Krumlov
Lindtner, Tomáš ; Klusáček, Ladislav (referee) ; Panáček, Josef (advisor)
The subject of Bachelor’s thesis is the design of the road bridge over the Chvalšinský brook on the road number 39 near Český Krumlov. The main topic is static calculation of one span supporting main structure. Two studies were executed and the first option with the two-girder bridge supporting structure was chosen. Two-girder bridge is 30 meters long and consists with two subsequently pre-stressed concrete girders and reinforced concrete desk. Static model and effects of loadings are solved in software Scia Engineer. Reviews are calculated by hand according to Eurocode. Calculation is made without effects of temperature and wind loads and horizontal forces causing by travel.
|
guest ::
