I have a 10" slab with Gr. 60 #6 at 18" OC each way T&B (steel density provided= .0024 each face) and I'm getting a design status error for ACI 318-14 section 8.6.1.1 (minimum steel). When I use the section audit, it appears as though the steel is accounted for and developed and has sufficient density (.0022). I'm confused at what is prompting this error - any help? Thank you,.
