Radotín – footbridge over Berounka river, principal inspection and determination of a load-bearing capacity (2020)

The footbridge had a cable stayed, post-tensioned concrete superstructure of two spans of 72,0 + 30,0 m. The deck made of precast segments 2,0 m long was supported by stay cables from a single pylon and by end abutments. Calculations included also measures for temporary strengthening of the structure.

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