Hello all, is there a way to enter the translational and rotational stiffness (e.g. at anchors) in terms of the local coordinate system (i.e. along the compound angle of a pipe run)? Thank you.

Hello all, is there a way to enter the translational and rotational stiffness (e.g. at anchors) in terms of the local coordinate system (i.e. along the compound angle of a pipe run)? Thank you.