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Frame Code Check

Design of the steel frames inclusive of possible columns
All the code required nominal bearing capacities are proven

  • sectional capacity/stress check
  • super-critical plate buckling stability
  • flexural tosional buckling stability
    - free or restrained (or none)
    - flex. tors. buckling supports (fork/warping) at the purlins
    - in case of purlins are present, free buckling between the purlins are checked as well
    - direct solution of the differential equations (tapered sections)
  • column buckling stability
  • interaction between column buckling and flex. tors. buckling

Support for both first and second order analyses
Interactive design
Plot of moment distributions
Complete documentation of the code compliance in the desired language

Halber ApS | Bøgevej 3 | 3480 Fredensborg | Tel. (+45) 6038 4656 |