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There is possibility to used automatic method for design. The program automatically select uniaxial or biaxial method according to values of bending moments around y and z axis. It follows:
ρM = min(|MEdy,max|, |MEdz,max|) / max(|MEdy,max|, |MEdz,max|) ≤ ρM,lim
where
| MEdy.max | is maximal design moment around y axis from all combinations in current section |
| MEdz.max | is maximal design moment around z axis from all combinations in current section |
| Ratiolim | is limit ratio of bending moments for uniaxial method loaded from Concrete setting , see "Limit ratio of bending moments for uniaxial method" |
Different method for design of reinforcement can be used in each section along the member in dependence on values of bending moments around y and z axis from all combinations