And here a 6.0x2.5x0.1m wall, supported by .5 m wide columns and loaded by its own weight and 1MN distributed load on the top.
Moderator: bernd
Interesting.
By the way, such a high reinforcement ratio will probably lead to (brittle) crushing failure at the top of the beam. That's why you also need to check a compression/shear criterion, e.g. Mohr Coulomb. That could come instead of a von Mises check, which has no practical application for concrete. Next on my to do list.
Thanks @UR I will give it a try ...UR_ wrote: ↑Sun May 20, 2018 3:13 pmFortunately this translator isn't that rowdly.![]()
https://forum.freecadweb.org/viewtopic. ... 10#p184850
I wrote a Mohr-Coulomb stress check in importToolsFem.py and it indeed shows that the top of the beam crushes (Sig_MC>0):HarryvL wrote: ↑Sun May 20, 2018 8:18 amBy the way, such a high reinforcement ratio will probably lead to (brittle) crushing failure at the top of the beam. That's why you also need to check a compression/shear criterion, e.g. Mohr Coulomb. That could come instead of a von Mises check, which has no practical application for concrete. Next on my to do list.