Please suggest ways to model double cold formed sections. Section Designer would not much help, as the sections are then designed elastically, without considering the appropriate effective areas. Alternatively, I could model both elements independently, too close together. Any suggestions...
Yes, this is right.
Jason McKee
proud R&D Manager of
Cross Section Analysis & Design
Software for the structural design of cross sections
Moment Curvature Analysis
Interaction Diagrams
Reifnorcement Design etc.
