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4508 elements are distorted. Either the isoparametric angles are out of the suggested limits or the triangular or tetrahedral quality measure is bad. The elements have been identified in element set WarnElemDistorted.

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Output request s is not available for element type conn3d2

Output request svavg is not available for element type conn3d2

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Integration and section point output variables will not be output for deformable elements that are declared as rigid using the *rigid body option

Output request s is not available for element type conn3d2

Output request svavg is not available for element type conn3d2

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

Output request svavg is not available for element type c3d8r

The option *boundary,type=displacement has been used; check status file between steps for warnings on any jumps prescribed across the steps in displacement values of translational dof. For rotational dof make sure that there are no such jumps. All jumps in displacements across steps are ignored

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