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Large bridges |
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"Szent László"
Danube bridge at Szekszárd |
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| Loading class: |
"A" (800 kN) |
| Span (river bridge): |
80,00 + 3 x 120,00 + 80,00 m |
| Traffic lanes: |
2,40 m foot/cycle-road + 10,00 m roadway + 0,57 m service walk |
| Length of the bridge: |
520,50 m |
| Width of the bridge: |
14,00 m |
| Structural depth: |
3,78 m |
| Depth of main trusses: |
3,80 m (upstream); 3,61 m (downstream) – in vertical
projection of web |
| Structural steel: |
2800 t (384 kg/m2) |
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The new Danube-bridge at Szekszárd was built
in 2002. Type of the river bridge: 5 span continuous
steel beam. The cross section is box of constant
depth with inclined web plates and an orthotropic
deck. The horizontal alignment of the bridge is
straight, the vertical road profile has a vertical
curve of r=10000 m with its highest point at midspan.
Building contractors: MAHÍD 2000 Rt., GANZ Acélszerkezetek Rt.
Design: inn cooperation with UVATERV Rt. |
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