Hi Roozbeh,

I'd like to suggest adding the option to define distributed/line loads as either passive or active.
For example, this would be useful if you are using a triangular distributed load to represent a retaining wall. This would enable similar functionality to the 'Retaining Wall (EFP)' support in Rocscience Slide2.

I'd also like to say thank you for the amazing work you have been doing here. It is remarkable that you have made software like this available for free.

Kind Regards,
Makeez

thanks for the comment. I'll definitely look into it.