@Guest You have added your idea as a comment on a completely different idea. Please review the ideas that have already been placed on the subject of concrete design and either vote for one that expresses your idea or create a new one.

Thank you Tor for posting your idea. I would suggest that there are many ways moving loads could be implemented, but I would suggest that the idea of having a method by which a load definition could be defined and then a method for defining a series of load cases in which the reference load is located using some formula could then open up a more comprehensive solution that the method currently offered in the analytical workflow. Perhaps you could provide some thoughts on the way the loads are defined and how they would be included to provide a better solution for this type of problem.

please include steel rebar details while checking in post processing for plate design . make mesing of plate more easy as exisiting process of messing is very tedious and system some time hang due to messing option