LordKelvin
Guest
hi guys, I'm performing a simple structural analysis on a rectangular quarry beam loaded on 7 areas and supported (from below) in two. loading the step and meshando, then calculix reads me just 6 surfaces (4 side and two section).
I would in practice need to apply boundary conditions as loads and forces (they would therefore be pressured at that point) only obviously on those areas. I tried in cad (catiav5) to create additional surfaces but I don't read calculix. If I add a solid part to that point the law but I'm changing the piece so I don't like it.
do you have advice on how to apply boundary conditions only on particular areas of an extended surface?
Thank you.
Mario
I would in practice need to apply boundary conditions as loads and forces (they would therefore be pressured at that point) only obviously on those areas. I tried in cad (catiav5) to create additional surfaces but I don't read calculix. If I add a solid part to that point the law but I'm changing the piece so I don't like it.
do you have advice on how to apply boundary conditions only on particular areas of an extended surface?
Thank you.
Mario