FRAME STRUCTURAL ANALYSIS SOFTWARE MODELLING | ANALYSIS | A03
Analysis Modes
Static
Dynamic
Linear Second order Non-linear Buckling Stage
Modal Seismic Harmonic
Design planar reinforced concrete elements modelled with shells. Out-of-plane moments are combined with in-plane effects through the Wood-Armer theory to specify reinforcement. The contours can be exported to Padds or Probar 2D for detailing.
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