Timber footbridge showcased with global deformation results in an RFEM 6 structural analysis model developed by Malika Urinova.
Timber footbridge showcased with global deformation results in an RFEM 6 structural analysis model developed by Malika Urinova.
2025-06-20
057405
  • RFEM 6

Timber Footbridge Global Deformations in RFEM 6

Timber footbridge showcased with global deformation results in an RFEM 6 structural analysis model developed by Malika Urinova.

The image shows the global deformation results of a timber footbridge structure modeled in RFEM 6. The structure was developed by Malika Urinova as part of her Master's thesis. The analysis illustrates how the bridge responds to its self-weight, providing insight into the structural performance and deformation behavior of the timber elements. This type of visualization supports the evaluation of load effects and helps verify the adequacy of the design under service conditions.
  • Timber footbridge
  • Structural analysis
  • Global deformation
  • RFEM 6
  • Master's thesis
Used in
  • Nové Město nad Metují – Revitalization of Metuje River Valley Around Town Center
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