MPCS (EXTERNAL or INTERNAL, including those generated from rigid body definitions), KINEMATIC COUPLINGS, AND/OR EQUATIONS WILL ACTIVATE ADDITIONAL DEGREES OF FREEDOM A geostatic procedure with maximum displacement tolerances is supported only for the following materials: elastic, porous elastic, extended cam-clay plasticity model and mohr-coulomb plasticity model. In general, the use of other materials with this procedure may lead to poor convergence or no convergence of the analysis. A geostatic procedure with maximum displacement tolerances is supported only for continuum elements with pore pressure degree of freedom and the corresponding stress/displacement continuum elements. In general, the use of other elements with this procedure may lead to poor convergence or no convergence of the analysis. Node set assembly_dlq+zswm-1_dlq+zswm-refpt_ has no members and will be ignored. Nodes defined in this set may have been deleted because they were not connected to any elements.