JasonMcKee71
Structural
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?
Thanks.
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.
Thanks.
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.