Does anyone design a lack of bearing repair detail for the CMU shear wall on the foundation wall/ grade beam? I have an issue with one project where the grade beam was not completed to align with the CMU shear wall.
Were vertical bars extended from the foundation up into the wall with acceptable side clearance to develop them in tension? If so, can re-run your numbers using a modified reduced section to rule out crushing at the base. I would be more worried about minor axis bending if anything