STAAD RCDC keeps giving me BM - Detailing Failure no matter what parameter I adjust (beam dimension, material strengths, preferred bar spacing, etc.), I tried everything including checking Beam and Axial Force Design. Code used is ACI 318-14M. Just wondering how the software arrives at this conclusion so I can better understand it. RCDC gives little to no insight on why it gives failure reports.
View Help/Contens/IS 13920 & CAI 318: Beam rebar diameter as per column size