PRO_MP_MASS VS MASS:FID_MASS_PROP , best practice?
hello,
in the idea of standardising, we are in the process to recreate our start parts (prt template).
The question of the mass properties calculation comes in. If I check the legacy data, some are using the mass property retrieved throught PRO_MP_MASS and some have a mass property feature in the footer and retrieved through MASS:FID_MASS_PROP (relation in post regeneration)
I can't come out with a real pro or con from one or another solution...
We use the mass in windchill, on the drawing and with family tables (even huge ones). Does anyone has an opinion on that?
how are you doing in your compagny and why did you choose this solution?

