Missing Total Displacement in Result Combinations

Different results of member and nodal deformation for load cases and result combinations have the following reason:

For an LC, the total member displacement u is calculated from the single displacements u_x, u_y, and u_z.

For the result combination, however, it is possible that the individual displacements u_x, u_y, and u_z come from different load cases. Thus, the total displacement cannot be calculated correctly. The individual maximum deformations would have to be listed separately, with details of which load cases lead to those results, and which lead to the max and min values in each case.