A depression is added to a slab. It takes up most of the design strip. Due to shear reinforcing added where it shouldn't be, the design strip in the picture was trimmed with "Slab Rectangle". This eliminated the shear ties, but caused warnings that the highlighted tendons were outside of the core. What is the best way to rectify this?
I could simply ignore this warning. However, are those tendons not being included in the analysis?
