I think there is a problem with the Beam module when using a force with an order bigger than 1.
This is an example where R should be 1/3 and remains constant when changing the length of the beam, but unfortunately it's not the case.
I believe it has to do with the formation of the load equation, where the higher order compensation isn't been taken into consideration.
I think there is a problem with the Beam module when using a force with an order bigger than 1. This is an example where R should be 1/3 and remains constant when changing the length of the beam, but unfortunately it's not the case. I believe it has to do with the formation of the load equation, where the higher order compensation isn't been taken into consideration.