A global static analysis based on the Bernoulli beam theory is performed for all automatically and manually generated calculation actions defined previously in the construction sequence definition. The analysis is enhanced to accurately consider the cross-section variation. Furthermore, the nonlinear calculation of time dependent effects is performed, considering design code formulas.

  • Analysis model derived from geometrical model
  • Calculation of construction sequence assembled automatically
  • Automatic generation of fictitious transversal beam elements for grillage model
  • Advanced analysis of pre-stressing effects
  • Calculation of time dependent material behavior (creep, shrinkage and relaxation)
  • Interactive results presentation
  • Custom 3D Diagrams and Tables

Video presentation

Performing Structural Analysis