The finite element approach makes it possible to evaluate the overall behaviour of the structure under seismic action, directly accounting for the distribution of stiffness and mass and thereby overcoming the simplifications of traditional methods. Once the model has been defined, mesh discretization ensures an accurate analysis of displacements, internal forces, and interactions between the various components.
Checks on steel beams and columns are carried out using the internal forces derived from the global FEM analysis, with reference to the seismic limit states and the most unfavourable load combinations. As in the static case, the software classifies the sections and, where they fall into Class 4, automatically calculates their effective properties.
For seismic verification, 3Muri Project offers the designer two different code-based approaches compliant with Eurocode 3: the Simplified Method and the Classical Method. Axial, flexural, and flexural-torsional buckling checks are carried out, as with the static checks, using either Method A or Method B, in accordance with the NTC building code and EC3.
Finally, the results are summarized through safety factors and intuitive graphics, facilitating the immediate identification of critical issues.