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Studies |
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Kõröshegy Viaduct Steel Alternative |
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| Loading class: |
"A" (800 kN) |
| Span: |
104,00 + 13 x 120,00 + 104,00 m |
| Traffic lanes: |
0,75 m service walk + 10,00 m roadway + 1,00 m + 10,00 m + 0,75 m |
| Length of the bridge: |
1770,00 m |
| Width of the bridge: |
23,80 m |
| Structural depth: |
5,12 m |
| Depth of main trusses: |
5,00 m (outer); 4,81 m (inner) |
| Structural steel: |
16000 t (380 kg/m2) |
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The design of the Kõröshegy Viaduct of the M7
Motorway has been launched in 2001. The
superstructure of the bridge is a 15 span continuous
beam. The cross section of the bridge is a constant
height steel box section with orthotropic deck. The
horizontal alignment of the bridge is a r=4000 m
curve, the longitudinal grade is 2,86% along the
whole bridge. |
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