RAM concrete ignores out-of-plane shear stress less than 0.000050 ksi. Allow us to increase this threshold or ignore it entirely. I'm still getting walls flagged for 0.2 kips of out-of-plane shear in a 10' wide by 26" thick wall.
We are updating our bi-axial treatment of shear in concrete columns and walls for version 2025. I think this will satisfy the root problem.
We are updating our bi-axial treatment of shear in concrete columns and walls for version 2025. I think this will satisfy the root problem.