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| The displacements of the node N2 are equal to the transformation of the displacements of the node N1. | |||||||||||||
|  | If the two plans are not parallel, the 3D transformation is a rotation. If the two plans are parallel, the 3D transformation is a translation. In this case, the Periodic Condition becomes the traditional Rigid Beam element and the displacements of the node N2 are equal to the displacement of the node N1. |