Pedestrian bridge across the Svratka River

Completed in 1985

The deck of the bridge, which is formed by a stress ribbon of the length of 78.0 m and sag of 1.35 m, is assembled of 3.0 m long segments. The segments are suspended on bearing cables situated in the segments´ troughs, the deck is prestressed by bonded prestressing tendons. The horizontal force from the stress ribbon is resisted by rock anchors.

Structure length

84.0 m


Svratka River, Brno-Komín

Span length

78.0 m

Structure type

Stress Ribbon.

Width of the superstructure

3.80 m

Scope of work

Jiri Strasky, Project Engineer.


GPS: 49.2175016N, 16.5526499E
zobrazit na