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Input

• General columns including up to 10 storey sections
• Simple systems (hinged, cantilever and frame columns) are directly selectable
• Definition of the loading as node and/or line loads. Automatic combination of loads, also for accidental actions
• Loads can be assigned to alternative groups (wind from the left/right) or concurrency groups (wind as line and concentrated load acting together)
• Selection options concerning the durability requirements
   

Design Codes

• EN 1992-1-1:2004
• NEN EN 1992-1-1/ NA:2007
• NBN EN 1992-1-1/ NA:2010
• CSN EN 1992-1-1/NA:2007
  

• Non-linear rigidity calculation according to the real stress strain ratio (As can be set by default!)
• Foundation restraints can be considered optionally
• Verification of all boundary conditions (minimum reinforcement, necessity of a buckling safety analysis, regular design etc.)
• Shear force design
• Check at serviceability limit state (steel stress, deformation)

Output

• Detailed output control including an additional "summary print" option
• Graphic representation of the moment area, the system and the loading
• Output of an editable reinforcement drawing for hinged and cantilever columns including a CAD interface