A series of specified domains in Nu-Mu interaction diagram are proposed to determine optimal reinforcement
schemes for rectangular RC column sections subjected to uniaxial eccentric load. These domains divide the area covered
by interaction diagram into four regions of safety zone, compression-controlled zone, balanced failure zone and tensioncontrolled
zone, which can help engineer to understand all possibilities of section failure under varied reinforcement
scheme when they carried out a section design for columns with numerical analysis. With the physical information included
in the diagram, the domains help to establish logical judgment between practical reinforcement schemes specified
by the Chinese code (GB50010-2010) and corresponding load combination (Nu, Mu) in interaction diagram, and also provide
physical interpretation on any calculated result of steel consumption.