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[StructuralMechanics] - Axisymmetric line load
Hi,
When creating a case with Structural ptype and 2D Axisymmetric case, If we apply a line load it writes "SmallDisplacementAxisymLineLoadCondition2D2N" and it should be "AxisymLineLoadCondition2D2N", otherwise Kratos throws an error.
@rubenzorrilla @jginternational