4. B modeling#
4.1. Characteristics of modeling#
The modeling includes 2 beams and one discrete.
Fields EFGE_ELNO and SIEF_ELNO are calculated after a CALC_MODES and a MODE_STATIQUE.
4.2. Tested values#
After command MODI_REPERE:
The EFGE_ELNO and SIEF_ELNO are checked in the local coordinate system of structural elements.
After command MODE_STATIQUE we use the pass matrix. The orientations of the structural elements are known.
After the CALC_MODES command the EFGE_ELNO are compared to the REAC_NODA.