Von Mises Stress in Wall of Bridge Viaduct

Principal Stress in Bridge Viaduct Wall from Nonlinear Analysis in RFEM

The image shows comparative stresses in the wall of a steel cantilever of a bridge viaduct, which is part of Highway D35. The calculations were performed using RFEM 6, which allows for nonlinear analysis of complex structural elements. The project was designed by © Ing. Petr Nečesal and Ing. David Marván from PIS PECHAL, s.r.o.

Equivalent stress
Viaduct wall
Nonlinear calculation
RFEM 6
Steel beam
Highway D35