Moving loads on uni-directional piled supports slab

[georgie.smithMWJE5]

Hello,

I am trying to apply moving loads to a piled slab. For other robot models I have made the piled supports uni-directional in the Z direction but I am unable to design this model with moving slabs and the uni-directional supports. The only way I have been able to design the slab with moving loads is if I don't make the supports uni-directional. I had initially made the supports uni-directional and the moving load cases auxiliary but this meant that no calculations were taking place for the moving load cases.

Is there a way to ensure that I can have the piles uni-directional with moving loads?

many thanks

[Rafacascudo]

https://forums.autodesk.com/t5/robot-structural-analysis-forum/non-linear-combination-including-a-mo...