This verification example has been mooved to the following location:
http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/17820.concrete-shear-wall-verification-aci-318-08-ram-concrete
I have two questions please.
1- The interaction diagram is generated based on a uniform distribution of reinforcement. What if the reinforcement of the boundary element is different??
2- Where is the effect of buckling in the weak inertia? by example ULS cases have zero moments while these should be amplified identically as for columns design....