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The automatic method for design of reinforcement is based on ratio of bending moments around y and z axis and on value of limit ratio of bending moments for using uniaxial method. This limit value can be set and loaded from concrete setting (Advanced level). Default value for Ratiolim is 0.1. It follows, if ratio of maximal bending moments around y and z axis for all combinations in current section is lesser than limit ratio of bending moments, uniaxial method is used for design, otherwise biaxial method is used.
