Basic Module for Latticework Frames

Establishment of design conditions:

• Code basis, safety class, terrain class etc.
  
• The superior geometry of the building
  
• Symmetrical saddle roof
  
• Girder always lattice
  
• Leg may be lattice or (tapered) rolled/welded steel profile
  
• V-lattice or N-lattice, constant distance or constant angle
  - individually for leg and girder
  

Statical modellering:

• Automatic generation of statical model
  
• Load generation in compliance with a national code or Eurocode
  
• Load combinations in accordance with the codes
  
• User may supplement or modify the statical model
  
• Automatic execution of the statical analysis
  - deformations/sectional forces/reactions