1

   Abaqus 6.13-1                                  Date 29-Apr-2020   Time 22:19:45
   For use by  under license from Dassault Systemes or its subsidiary.

                                                                                 
                                                                                 
 STEP    1     INCREMENT     1     STEP TIME    0.00    


                        S T E P       1     S T A T I C   A N A L Y S I S


                                                                                          

          FIXED TIME INCREMENTS
          TIME INCREMENT IS                                    1.000E-02
          TIME PERIOD IS                                        1.00    

     LINEAR EQUATION SOLVER TYPE         DIRECT SPARSE

 CONVERGENCE TOLERANCE PARAMETERS FOR FORCE    
     CRITERION FOR RESIDUAL FORCE     FOR A NONLINEAR PROBLEM          5.000E-03
     CRITERION FOR DISP.    CORRECTION IN A NONLINEAR PROBLEM          1.000E-02
     INITIAL VALUE OF TIME AVERAGE FORCE                               1.000E-02
     AVERAGE FORCE     IS TIME AVERAGE FORCE    
     ALTERNATE CRIT. FOR RESIDUAL FORCE     FOR A NONLINEAR PROBLEM    2.000E-02
     CRITERION FOR ZERO FORCE     RELATIVE TO TIME AVRG. FORCE         1.000E-05
     CRITERION FOR RESIDUAL FORCE     WHEN THERE IS ZERO FLUX          1.000E-05
     CRITERION FOR DISP.    CORRECTION WHEN THERE IS ZERO FLUX         1.000E-03
     CRITERION FOR RESIDUAL FORCE     FOR A LINEAR INCREMENT           1.000E-08
     FIELD CONVERSION RATIO                                             1.00    
     CRITERION FOR ZERO FORCE     REL. TO TIME AVRG. MAX. FORCE        1.000E-05
     CRITERION FOR ZERO DISP.    RELATIVE TO CHARACTERISTIC LENGTH     1.000E-08

 CONVERGENCE TOLERANCE PARAMETERS FOR MOMENT   
     CRITERION FOR RESIDUAL MOMENT    FOR A NONLINEAR PROBLEM          5.000E-03
     CRITERION FOR ROTATION CORRECTION IN A NONLINEAR PROBLEM          1.000E-02
     INITIAL VALUE OF TIME AVERAGE MOMENT                              1.000E-02
     AVERAGE MOMENT    IS TIME AVERAGE MOMENT   
     ALTERNATE CRIT. FOR RESIDUAL MOMENT    FOR A NONLINEAR PROBLEM    2.000E-02
     CRITERION FOR ZERO MOMENT    RELATIVE TO TIME AVRG. MOMENT        1.000E-05
     CRITERION FOR RESIDUAL MOMENT    WHEN THERE IS ZERO FLUX          1.000E-05
     CRITERION FOR ROTATION CORRECTION WHEN THERE IS ZERO FLUX         1.000E-03
     CRITERION FOR RESIDUAL MOMENT    FOR A LINEAR INCREMENT           1.000E-08
     FIELD CONVERSION RATIO                                             1.00    
     CRITERION FOR ZERO MOMENT    REL. TO TIME AVRG. MAX. MOMENT       1.000E-05

     VOLUMETRIC STRAIN COMPATIBILITY TOLERANCE FOR HYBRID SOLIDS       1.000E-05
     AXIAL STRAIN COMPATIBILITY TOLERANCE FOR HYBRID BEAMS             1.000E-05
     TRANS. SHEAR STRAIN COMPATIBILITY TOLERANCE FOR HYBRID BEAMS      1.000E-05
     SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P>P0          5.000E-03
     SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P=0.0         0.100    
     CONTACT FORCE ERROR TOLERANCE FOR CONVERT SDI=YES                 1.00    
     DISPLACEMENT COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS           1.000E-05
     ROTATION COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS               1.000E-05

 EQUILIBRIUM WILL BE CHECKED FOR SEVERE DISCONTINUITY ITERATIONS

 ITERATION CONTROL PARAMETERS:
     FIRST EQUILIBRIUM ITERATION FOR CONSECUTIVE DIVERGENCE CHECK              4
     EQUILIBRIUM ITERATION AFTER WHICH ALTERNATE RESIDUAL IS USED              9
     MAXIMUM EQUILIBRIUM ITERATIONS ALLOWED                                   16
     MAXIMUM ITERATIONS FOR SEVERE DISCONTINUITIES                            12
     GLOBAL STABILIZATION CONTROL IS NOT USED

          PRINT OF INCREMENT NUMBER, TIME, ETC., EVERY    1  INCREMENTS

     THE MAXIMUM NUMBER OF INCREMENTS IN THIS STEP IS                     100

     LINEAR EXTRAPOLATION WILL BE USED

     CHARACTERISTIC ELEMENT LENGTH      5.00    

     DETAILS REGARDING ACTUAL SOLUTION WAVEFRONT REQUESTED

     DETAILED OUTPUT OF DIAGNOSTICS TO DATABASE REQUESTED

     PRINT OF INCREMENT NUMBER, TIME, ETC., TO THE MESSAGE FILE EVERY     1  INCREMENTS

     ELEMENT OPERATIONS WILL BE CARRIED OUT IN PARALLEL USING   4 PROCESSORS

     PARALLEL CONTACT TRACKING ENABLED


     EQUATIONS ARE BEING REORDERED TO MINIMIZE WAVEFRONT

     COLLECTING MODEL CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS

     COLLECTING STEP CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS


  INCREMENT     1 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.
 
     INITIAL ELEMENT LOAD BALANCE
        COMPUTE NODE   1   PROCESS    NUMBER OF ELEMENTS
                              1            240
                              2            240
                              3            240
                              4            242

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc1.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =   1.3000    
       ELAPSED SYSTEM TIME (SEC)    =  0.10000    
       ELAPSED TOTAL CPU TIME (SEC) =   1.4000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      9.138E-03   TIME AVG. FORCE       9.138E-03
 LARGEST RESIDUAL FORCE             9.361E-12   AT NODE       4747   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.181E-10   TIME AVG. MOMENT      5.000E-02
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.330E-18   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.057E-15   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.057E-15   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  1.000E-02
 STEP TIME COMPLETED       1.000E-02,  TOTAL TIME COMPLETED        1.000E-02


  INCREMENT     2 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc2.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.70000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.70000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      2.243E-02   TIME AVG. FORCE       1.578E-02
 LARGEST RESIDUAL FORCE             2.402E-12   AT NODE       5929   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.093E-11   AT NODE       5135   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.103E-13   TIME AVG. MOMENT      4.569E-02
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.479E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.057E-15   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -2.114E-15   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  2.000E-02
 STEP TIME COMPLETED       2.000E-02,  TOTAL TIME COMPLETED        2.000E-02


  INCREMENT     3 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc3.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      3.364E-02   TIME AVG. FORCE       2.174E-02
 LARGEST RESIDUAL FORCE             2.092E-12   AT NODE       4257   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.047E-11   AT NODE       5135   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.679E-13   TIME AVG. MOMENT      7.891E-02
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -2.693E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      6.528E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.057E-15   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  3.000E-02
 STEP TIME COMPLETED       3.000E-02,  TOTAL TIME COMPLETED        3.000E-02


  INCREMENT     4 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc4.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.30000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      4.486E-02   TIME AVG. FORCE       2.752E-02
 LARGEST RESIDUAL FORCE            -2.458E-12   AT NODE       5337   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        6.126E-18   AT NODE        603   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.259E-13   TIME AVG. MOMENT      0.109    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            7.111E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -7.093E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.362E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  4.000E-02
 STEP TIME COMPLETED       4.000E-02,  TOTAL TIME COMPLETED        4.000E-02


  INCREMENT     5 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc5.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      5.607E-02   TIME AVG. FORCE       3.323E-02
 LARGEST RESIDUAL FORCE            -2.257E-12   AT NODE       5380   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -6.180E-18   AT NODE        603   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.797E-13   TIME AVG. MOMENT      0.138    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.720E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      6.746E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.384E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  5.000E-02
 STEP TIME COMPLETED       5.000E-02,  TOTAL TIME COMPLETED        5.000E-02


  INCREMENT     6 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc6.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      6.728E-02   TIME AVG. FORCE       3.890E-02
 LARGEST RESIDUAL FORCE             2.470E-12   AT NODE       5552   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.211E-17   AT NODE       1702   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.343E-13   TIME AVG. MOMENT      0.166    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -3.298E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      5.018E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.728E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  6.000E-02
 STEP TIME COMPLETED       6.000E-02,  TOTAL TIME COMPLETED        6.000E-02


  INCREMENT     7 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc7.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      7.850E-02   TIME AVG. FORCE       4.456E-02
 LARGEST RESIDUAL FORCE            -2.095E-12   AT NODE       5403   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.424E-17   AT NODE       1684   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.877E-13   TIME AVG. MOMENT      0.195    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -7.606E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      5.663E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     9.508E-21   AT NODE          2   DOF  5
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  7.000E-02
 STEP TIME COMPLETED       7.000E-02,  TOTAL TIME COMPLETED        7.000E-02


  INCREMENT     8 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc8.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =  0.10000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      8.971E-02   TIME AVG. FORCE       5.020E-02
 LARGEST RESIDUAL FORCE            -2.183E-12   AT NODE       4538   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.633E-17   AT NODE        639   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.441E-13   TIME AVG. MOMENT      0.223    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.005E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.268E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.834E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  8.000E-02
 STEP TIME COMPLETED       8.000E-02,  TOTAL TIME COMPLETED        8.000E-02


  INCREMENT     9 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc9.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.60000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.60000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.101       TIME AVG. FORCE       5.584E-02
 LARGEST RESIDUAL FORCE             1.810E-12   AT NODE       4381   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.431E-17   AT NODE        567   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.008E-13   TIME AVG. MOMENT      0.251    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            8.522E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      3.326E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.600E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  9.000E-02
 STEP TIME COMPLETED       9.000E-02,  TOTAL TIME COMPLETED        9.000E-02


  INCREMENT    10 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc10.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.112       TIME AVG. FORCE       6.147E-02
 LARGEST RESIDUAL FORCE            -1.895E-12   AT NODE       5294   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        3.525E-17   AT NODE        576   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.553E-13   TIME AVG. MOMENT      0.279    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.579E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.776E-20   AT NODE          2   DOF  5
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -4.066E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.100    
 STEP TIME COMPLETED       0.100    ,  TOTAL TIME COMPLETED        0.100    


  INCREMENT    11 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc11.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.123       TIME AVG. FORCE       6.709E-02
 LARGEST RESIDUAL FORCE            -2.120E-12   AT NODE       5122   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -3.139E-17   AT NODE       1683   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     6.076E-13   TIME AVG. MOMENT      0.307    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -4.956E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -7.465E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -6.725E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.110    
 STEP TIME COMPLETED       0.110    ,  TOTAL TIME COMPLETED        0.110    


  INCREMENT    12 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc12.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.135       TIME AVG. FORCE       7.272E-02
 LARGEST RESIDUAL FORCE            -2.327E-12   AT NODE       4897   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.455E-17   AT NODE       1666   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     6.624E-13   TIME AVG. MOMENT      0.335    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            4.070E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.816E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     9.281E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.120    
 STEP TIME COMPLETED       0.120    ,  TOTAL TIME COMPLETED        0.120    


  INCREMENT    13 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc13.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.146       TIME AVG. FORCE       7.834E-02
 LARGEST RESIDUAL FORCE            -1.889E-12   AT NODE       5312   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.118E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     7.353E-13   TIME AVG. MOMENT      0.364    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            3.407E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      3.374E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.558E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.130    
 STEP TIME COMPLETED       0.130    ,  TOTAL TIME COMPLETED        0.130    


  INCREMENT    14 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc14.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.157       TIME AVG. FORCE       8.396E-02
 LARGEST RESIDUAL FORCE            -1.896E-12   AT NODE       5097   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.733E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     7.871E-13   TIME AVG. MOMENT      0.392    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            5.662E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      4.555E-21   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -2.918E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.140    
 STEP TIME COMPLETED       0.140    ,  TOTAL TIME COMPLETED        0.140    


  INCREMENT    15 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc15.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.168       TIME AVG. FORCE       8.957E-02
 LARGEST RESIDUAL FORCE            -1.892E-12   AT NODE       5919   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -3.104E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     8.252E-13   TIME AVG. MOMENT      0.420    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.040E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -9.316E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -9.772E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.150    
 STEP TIME COMPLETED       0.150    ,  TOTAL TIME COMPLETED        0.150    


  INCREMENT    16 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc16.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.179       TIME AVG. FORCE       9.519E-02
 LARGEST RESIDUAL FORCE             2.311E-12   AT NODE       5876   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        8.066E-18   AT NODE        585   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     8.751E-13   TIME AVG. MOMENT      0.448    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            8.357E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.204E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     2.136E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.160    
 STEP TIME COMPLETED       0.160    ,  TOTAL TIME COMPLETED        0.160    


  INCREMENT    17 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc17.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.191       TIME AVG. FORCE       0.101    
 LARGEST RESIDUAL FORCE            -2.447E-12   AT NODE       5595   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.547E-17   AT NODE       5555   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     9.542E-13   TIME AVG. MOMENT      0.476    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            7.543E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -4.607E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.665E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.170    
 STEP TIME COMPLETED       0.170    ,  TOTAL TIME COMPLETED        0.170    


  INCREMENT    18 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc18.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.202       TIME AVG. FORCE       0.106    
 LARGEST RESIDUAL FORCE            -2.227E-12   AT NODE       4854   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.873E-17   AT NODE       4182   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     9.958E-13   TIME AVG. MOMENT      0.504    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.682E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.565E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     6.172E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.180    
 STEP TIME COMPLETED       0.180    ,  TOTAL TIME COMPLETED        0.180    


  INCREMENT    19 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc19.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.213       TIME AVG. FORCE       0.112    
 LARGEST RESIDUAL FORCE            -1.800E-12   AT NODE       4520   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.522E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.064E-12   TIME AVG. MOMENT      0.532    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.469E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.609E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     2.453E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.190    
 STEP TIME COMPLETED       0.190    ,  TOTAL TIME COMPLETED        0.190    


  INCREMENT    20 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc20.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.50000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.50000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.224       TIME AVG. FORCE       0.118    
 LARGEST RESIDUAL FORCE            -2.022E-12   AT NODE       5504   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.982E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.100E-12   TIME AVG. MOMENT      0.560    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.070E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -3.082E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -5.691E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.200    
 STEP TIME COMPLETED       0.200    ,  TOTAL TIME COMPLETED        0.200    


  INCREMENT    21 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc21.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =  0.10000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.235       TIME AVG. FORCE       0.123    
 LARGEST RESIDUAL FORCE            -2.034E-12   AT NODE       5843   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        3.577E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.164E-12   TIME AVG. MOMENT      0.588    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -9.072E-18   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.161E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     4.243E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.210    
 STEP TIME COMPLETED       0.210    ,  TOTAL TIME COMPLETED        0.210    


  INCREMENT    22 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc22.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.247       TIME AVG. FORCE       0.129    
 LARGEST RESIDUAL FORCE             2.016E-12   AT NODE       5671   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.948E-17   AT NODE       1539   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.209E-12   TIME AVG. MOMENT      0.616    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            4.097E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -2.019E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -3.180E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.220    
 STEP TIME COMPLETED       0.220    ,  TOTAL TIME COMPLETED        0.220    


  INCREMENT    23 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc23.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.258       TIME AVG. FORCE       0.134    
 LARGEST RESIDUAL FORCE             2.169E-12   AT NODE       5484   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -4.502E-17   AT NODE       1557   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.261E-12   TIME AVG. MOMENT      0.644    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            6.369E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      3.460E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     5.479E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.230    
 STEP TIME COMPLETED       0.230    ,  TOTAL TIME COMPLETED        0.230    


  INCREMENT    24 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc24.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.269       TIME AVG. FORCE       0.140    
 LARGEST RESIDUAL FORCE             2.130E-12   AT NODE       4376   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.540E-17   AT NODE       1557   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.321E-12   TIME AVG. MOMENT      0.672    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.072E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -2.604E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -6.064E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.240    
 STEP TIME COMPLETED       0.240    ,  TOTAL TIME COMPLETED        0.240    


  INCREMENT    25 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc25.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.280       TIME AVG. FORCE       0.146    
 LARGEST RESIDUAL FORCE            -2.090E-12   AT NODE       5165   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.706E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.375E-12   TIME AVG. MOMENT      0.700    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.343E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      8.381E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.442E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.250    
 STEP TIME COMPLETED       0.250    ,  TOTAL TIME COMPLETED        0.250    


  INCREMENT    26 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc26.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.70000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.70000    
       ELAPSED WALLCLOCK TIME (SEC) =          1

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.292       TIME AVG. FORCE       0.151    
 LARGEST RESIDUAL FORCE            -2.300E-12   AT NODE       4403   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.716E-17   AT NODE        631   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.446E-12   TIME AVG. MOMENT      0.728    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.988E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.223E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.384E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.260    
 STEP TIME COMPLETED       0.260    ,  TOTAL TIME COMPLETED        0.260    


  INCREMENT    27 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc27.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.70000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.70000    
       ELAPSED WALLCLOCK TIME (SEC) =          1

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.303       TIME AVG. FORCE       0.157    
 LARGEST RESIDUAL FORCE             2.391E-12   AT NODE       4692   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.158E-17   AT NODE       1890   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.514E-12   TIME AVG. MOMENT      0.757    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            6.210E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.185E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.037E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.270    
 STEP TIME COMPLETED       0.270    ,  TOTAL TIME COMPLETED        0.270    


  INCREMENT    28 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc28.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.314       TIME AVG. FORCE       0.163    
 LARGEST RESIDUAL FORCE            -2.238E-12   AT NODE       4575   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -7.527E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.545E-12   TIME AVG. MOMENT      0.785    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.392E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.855E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -3.040E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.280    
 STEP TIME COMPLETED       0.280    ,  TOTAL TIME COMPLETED        0.280    


  INCREMENT    29 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc29.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.50000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.50000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.325       TIME AVG. FORCE       0.168    
 LARGEST RESIDUAL FORCE             2.708E-12   AT NODE       5656   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        6.403E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.610E-12   TIME AVG. MOMENT      0.813    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -4.084E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      6.018E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     7.873E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.290    
 STEP TIME COMPLETED       0.290    ,  TOTAL TIME COMPLETED        0.290    


  INCREMENT    30 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc30.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.50000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.50000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.336       TIME AVG. FORCE       0.174    
 LARGEST RESIDUAL FORCE            -1.753E-12   AT NODE       4720   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.848E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.673E-12   TIME AVG. MOMENT      0.841    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.693E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -4.999E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.102E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.300    
 STEP TIME COMPLETED       0.300    ,  TOTAL TIME COMPLETED        0.300    


  INCREMENT    31 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc31.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.80000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.80000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.348       TIME AVG. FORCE       0.179    
 LARGEST RESIDUAL FORCE             2.179E-12   AT NODE       5231   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -4.593E-17   AT NODE        576   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.722E-12   TIME AVG. MOMENT      0.869    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.025E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.194E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.805E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.310    
 STEP TIME COMPLETED       0.310    ,  TOTAL TIME COMPLETED        0.310    


  INCREMENT    32 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc32.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.40000    
       ELAPSED SYSTEM TIME (SEC)    =  0.10000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.50000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.359       TIME AVG. FORCE       0.185    
 LARGEST RESIDUAL FORCE            -2.072E-12   AT NODE       4360   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        4.676E-17   AT NODE       1846   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.791E-12   TIME AVG. MOMENT      0.897    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.523E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -4.133E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     7.810E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.320    
 STEP TIME COMPLETED       0.320    ,  TOTAL TIME COMPLETED        0.320    


  INCREMENT    33 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc33.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.40000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.40000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.370       TIME AVG. FORCE       0.191    
 LARGEST RESIDUAL FORCE            -2.290E-12   AT NODE       5527   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -3.272E-17   AT NODE        729   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.828E-12   TIME AVG. MOMENT      0.925    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -8.985E-18   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -6.402E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.295E-20   AT NODE          2   DOF  5
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.330    
 STEP TIME COMPLETED       0.330    ,  TOTAL TIME COMPLETED        0.330    


  INCREMENT    34 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc34.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.381       TIME AVG. FORCE       0.196    
 LARGEST RESIDUAL FORCE            -1.988E-12   AT NODE       5312   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        3.640E-17   AT NODE       1701   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.888E-12   TIME AVG. MOMENT      0.953    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -2.979E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.805E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     2.446E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.340    
 STEP TIME COMPLETED       0.340    ,  TOTAL TIME COMPLETED        0.340    


  INCREMENT    35 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc35.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.50000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.50000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.392       TIME AVG. FORCE       0.202    
 LARGEST RESIDUAL FORCE            -2.080E-12   AT NODE       4940   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.186E-16   AT NODE       1714   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     1.946E-12   TIME AVG. MOMENT      0.981    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            7.945E-19   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.349E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -4.561E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.350    
 STEP TIME COMPLETED       0.350    ,  TOTAL TIME COMPLETED        0.350    


  INCREMENT    36 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc36.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.404       TIME AVG. FORCE       0.207    
 LARGEST RESIDUAL FORCE             1.925E-12   AT NODE       4128   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.623E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.007E-12   TIME AVG. MOMENT       1.01    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -6.251E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -2.620E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -3.969E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.360    
 STEP TIME COMPLETED       0.360    ,  TOTAL TIME COMPLETED        0.360    


  INCREMENT    37 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc37.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.415       TIME AVG. FORCE       0.213    
 LARGEST RESIDUAL FORCE            -1.988E-12   AT NODE       4902   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -5.654E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.044E-12   TIME AVG. MOMENT       1.04    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -5.585E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      6.044E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     8.664E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.370    
 STEP TIME COMPLETED       0.370    ,  TOTAL TIME COMPLETED        0.370    


  INCREMENT    38 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc38.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.426       TIME AVG. FORCE       0.219    
 LARGEST RESIDUAL FORCE             2.153E-12   AT NODE       4978   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -5.146E-17   AT NODE        505   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.118E-12   TIME AVG. MOMENT       1.07    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -3.448E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -4.306E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.035E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.380    
 STEP TIME COMPLETED       0.380    ,  TOTAL TIME COMPLETED        0.380    


  INCREMENT    39 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc39.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.437       TIME AVG. FORCE       0.224    
 LARGEST RESIDUAL FORCE             1.967E-12   AT NODE       5650   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        4.741E-17   AT NODE        549   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.158E-12   TIME AVG. MOMENT       1.09    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.537E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -2.817E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.489E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.390    
 STEP TIME COMPLETED       0.390    ,  TOTAL TIME COMPLETED        0.390    


  INCREMENT    40 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc40.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.449       TIME AVG. FORCE       0.230    
 LARGEST RESIDUAL FORCE            -2.038E-12   AT NODE       5284   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -7.613E-17   AT NODE       1836   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.246E-12   TIME AVG. MOMENT       1.12    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.532E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.089E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.906E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.400    
 STEP TIME COMPLETED       0.400    ,  TOTAL TIME COMPLETED        0.400    


  INCREMENT    41 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc41.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.460       TIME AVG. FORCE       0.235    
 LARGEST RESIDUAL FORCE            -1.862E-12   AT NODE       5031   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        7.384E-17   AT NODE       1692   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.280E-12   TIME AVG. MOMENT       1.15    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.500E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -9.686E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -2.058E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.410    
 STEP TIME COMPLETED       0.410    ,  TOTAL TIME COMPLETED        0.410    


  INCREMENT    42 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc42.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.30000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.471       TIME AVG. FORCE       0.241    
 LARGEST RESIDUAL FORCE             2.386E-12   AT NODE       5752   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.672E-17   AT NODE       1638   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.332E-12   TIME AVG. MOMENT       1.18    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -2.184E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.432E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     2.400E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.420    
 STEP TIME COMPLETED       0.420    ,  TOTAL TIME COMPLETED        0.420    


  INCREMENT    43 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc43.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.30000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.482       TIME AVG. FORCE       0.247    
 LARGEST RESIDUAL FORCE            -1.894E-12   AT NODE       5478   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.009E-16   AT NODE       1638   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.392E-12   TIME AVG. MOMENT       1.21    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -3.640E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.456E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     2.480E-21   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.430    
 STEP TIME COMPLETED       0.430    ,  TOTAL TIME COMPLETED        0.430    


  INCREMENT    44 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc44.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.493       TIME AVG. FORCE       0.252    
 LARGEST RESIDUAL FORCE             2.155E-12   AT NODE       5521   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        6.218E-17   AT NODE       1638   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.442E-12   TIME AVG. MOMENT       1.23    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            3.083E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -4.554E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -6.011E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.440    
 STEP TIME COMPLETED       0.440    ,  TOTAL TIME COMPLETED        0.440    


  INCREMENT    45 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc45.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.505       TIME AVG. FORCE       0.258    
 LARGEST RESIDUAL FORCE             2.346E-12   AT NODE       4672   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -3.692E-17   AT NODE       5383   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.441E-12   TIME AVG. MOMENT       1.26    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -9.293E-18   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      5.344E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     9.898E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.450    
 STEP TIME COMPLETED       0.450    ,  TOTAL TIME COMPLETED        0.450    


  INCREMENT    46 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc46.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.516       TIME AVG. FORCE       0.263    
 LARGEST RESIDUAL FORCE             2.206E-12   AT NODE       4833   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.325E-17   AT NODE       1584   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.559E-12   TIME AVG. MOMENT       1.29    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -3.328E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -2.186E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -7.530E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.460    
 STEP TIME COMPLETED       0.460    ,  TOTAL TIME COMPLETED        0.460    


  INCREMENT    47 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc47.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          1

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.527       TIME AVG. FORCE       0.269    
 LARGEST RESIDUAL FORCE            -2.365E-12   AT NODE       4477   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -7.685E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.612E-12   TIME AVG. MOMENT       1.32    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.137E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -3.275E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.089E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.470    
 STEP TIME COMPLETED       0.470    ,  TOTAL TIME COMPLETED        0.470    


  INCREMENT    48 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc48.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.538       TIME AVG. FORCE       0.275    
 LARGEST RESIDUAL FORCE             2.337E-12   AT NODE       4414   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.869E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.666E-12   TIME AVG. MOMENT       1.35    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -3.243E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.106E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     5.382E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.480    
 STEP TIME COMPLETED       0.480    ,  TOTAL TIME COMPLETED        0.480    


  INCREMENT    49 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc49.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.549       TIME AVG. FORCE       0.280    
 LARGEST RESIDUAL FORCE            -2.492E-12   AT NODE       4833   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.039E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.720E-12   TIME AVG. MOMENT       1.37    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -2.210E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      3.304E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.197E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.490    
 STEP TIME COMPLETED       0.490    ,  TOTAL TIME COMPLETED        0.490    


  INCREMENT    50 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc50.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =  0.10000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.561       TIME AVG. FORCE       0.286    
 LARGEST RESIDUAL FORCE            -1.769E-12   AT NODE       4242   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        3.628E-17   AT NODE        612   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.768E-12   TIME AVG. MOMENT       1.40    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -4.193E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.852E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -3.489E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.500    
 STEP TIME COMPLETED       0.500    ,  TOTAL TIME COMPLETED        0.500    


  INCREMENT    51 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc51.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.572       TIME AVG. FORCE       0.292    
 LARGEST RESIDUAL FORCE             2.224E-12   AT NODE       4930   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        3.588E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.827E-12   TIME AVG. MOMENT       1.43    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -6.747E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      4.722E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     4.907E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.510    
 STEP TIME COMPLETED       0.510    ,  TOTAL TIME COMPLETED        0.510    


  INCREMENT    52 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc52.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =  0.10000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.583       TIME AVG. FORCE       0.297    
 LARGEST RESIDUAL FORCE            -2.035E-12   AT NODE       5145   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.738E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.877E-12   TIME AVG. MOMENT       1.46    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            4.991E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -8.485E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.321E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.520    
 STEP TIME COMPLETED       0.520    ,  TOTAL TIME COMPLETED        0.520    


  INCREMENT    53 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc53.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.594       TIME AVG. FORCE       0.303    
 LARGEST RESIDUAL FORCE             2.081E-12   AT NODE       4543   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.540E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     2.937E-12   TIME AVG. MOMENT       1.49    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -7.680E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.912E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.140E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.530    
 STEP TIME COMPLETED       0.530    ,  TOTAL TIME COMPLETED        0.530    


  INCREMENT    54 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc54.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.60000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.60000    
       ELAPSED WALLCLOCK TIME (SEC) =          1

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.606       TIME AVG. FORCE       0.308    
 LARGEST RESIDUAL FORCE            -2.110E-12   AT NODE       4300   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -9.956E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.011E-12   TIME AVG. MOMENT       1.51    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -2.800E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -5.426E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -3.455E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.540    
 STEP TIME COMPLETED       0.540    ,  TOTAL TIME COMPLETED        0.540    


  INCREMENT    55 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc55.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.617       TIME AVG. FORCE       0.314    
 LARGEST RESIDUAL FORCE             1.987E-12   AT NODE       5929   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.542E-16   AT NODE       1738   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.052E-12   TIME AVG. MOMENT       1.54    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -4.411E-18   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.581E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     2.123E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.550    
 STEP TIME COMPLETED       0.550    ,  TOTAL TIME COMPLETED        0.550    


  INCREMENT    56 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc56.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.628       TIME AVG. FORCE       0.320    
 LARGEST RESIDUAL FORCE             2.421E-12   AT NODE       4661   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.287E-16   AT NODE       5257   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.096E-12   TIME AVG. MOMENT       1.57    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            9.137E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -4.210E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -5.791E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.560    
 STEP TIME COMPLETED       0.560    ,  TOTAL TIME COMPLETED        0.560    


  INCREMENT    57 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc57.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.639       TIME AVG. FORCE       0.325    
 LARGEST RESIDUAL FORCE             2.037E-12   AT NODE       4747   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        5.195E-17   AT NODE       1816   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.161E-12   TIME AVG. MOMENT       1.60    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.309E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -3.956E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.815E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.570    
 STEP TIME COMPLETED       0.570    ,  TOTAL TIME COMPLETED        0.570    


  INCREMENT    58 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc58.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.30000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.650       TIME AVG. FORCE       0.331    
 LARGEST RESIDUAL FORCE            -1.856E-12   AT NODE       5494   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.513E-16   AT NODE       1782   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.193E-12   TIME AVG. MOMENT       1.63    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.799E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.574E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.178E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.580    
 STEP TIME COMPLETED       0.580    ,  TOTAL TIME COMPLETED        0.580    


  INCREMENT    59 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc59.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.662       TIME AVG. FORCE       0.336    
 LARGEST RESIDUAL FORCE             2.156E-12   AT NODE       5805   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        8.196E-17   AT NODE       1782   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.226E-12   TIME AVG. MOMENT       1.65    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.439E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.555E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.129E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.590    
 STEP TIME COMPLETED       0.590    ,  TOTAL TIME COMPLETED        0.590    


  INCREMENT    60 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc60.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.673       TIME AVG. FORCE       0.342    
 LARGEST RESIDUAL FORCE             1.783E-12   AT NODE       5699   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.001E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.324E-12   TIME AVG. MOMENT       1.68    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.684E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.928E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.727E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.600    
 STEP TIME COMPLETED       0.600    ,  TOTAL TIME COMPLETED        0.600    


  INCREMENT    61 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc61.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.684       TIME AVG. FORCE       0.348    
 LARGEST RESIDUAL FORCE             1.878E-12   AT NODE       4209   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.407E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.374E-12   TIME AVG. MOMENT       1.71    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.760E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.086E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.719E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.610    
 STEP TIME COMPLETED       0.610    ,  TOTAL TIME COMPLETED        0.610    


  INCREMENT    62 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc62.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.695       TIME AVG. FORCE       0.353    
 LARGEST RESIDUAL FORCE             2.145E-12   AT NODE       4839   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.170E-16   AT NODE        568   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.404E-12   TIME AVG. MOMENT       1.74    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            7.611E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      3.852E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.643E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.620    
 STEP TIME COMPLETED       0.620    ,  TOTAL TIME COMPLETED        0.620    


  INCREMENT    63 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc63.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.60000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.60000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.706       TIME AVG. FORCE       0.359    
 LARGEST RESIDUAL FORCE             1.801E-12   AT NODE       4434   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.557E-16   AT NODE       1684   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.457E-12   TIME AVG. MOMENT       1.77    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -3.938E-18   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.368E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -5.220E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.630    
 STEP TIME COMPLETED       0.630    ,  TOTAL TIME COMPLETED        0.630    


  INCREMENT    64 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc64.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =  0.10000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.718       TIME AVG. FORCE       0.364    
 LARGEST RESIDUAL FORCE             2.308E-12   AT NODE       5547   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -7.517E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.543E-12   TIME AVG. MOMENT       1.79    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.837E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -7.082E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     6.597E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.640    
 STEP TIME COMPLETED       0.640    ,  TOTAL TIME COMPLETED        0.640    


  INCREMENT    65 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc65.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.729       TIME AVG. FORCE       0.370    
 LARGEST RESIDUAL FORCE            -2.391E-12   AT NODE       4768   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.445E-16   AT NODE       1612   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.596E-12   TIME AVG. MOMENT       1.82    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            6.578E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.764E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.472E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.650    
 STEP TIME COMPLETED       0.650    ,  TOTAL TIME COMPLETED        0.650    


  INCREMENT    66 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc66.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          1

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.740       TIME AVG. FORCE       0.376    
 LARGEST RESIDUAL FORCE            -2.146E-12   AT NODE       5552   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.846E-16   AT NODE        585   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.632E-12   TIME AVG. MOMENT       1.85    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.263E-15   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      6.194E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.430E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.660    
 STEP TIME COMPLETED       0.660    ,  TOTAL TIME COMPLETED        0.660    


  INCREMENT    67 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc67.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.751       TIME AVG. FORCE       0.381    
 LARGEST RESIDUAL FORCE             2.284E-12   AT NODE       4704   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -3.060E-16   AT NODE       5082   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.699E-12   TIME AVG. MOMENT       1.88    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            9.997E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -9.612E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.581E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.670    
 STEP TIME COMPLETED       0.670    ,  TOTAL TIME COMPLETED        0.670    


  INCREMENT    68 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc68.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.763       TIME AVG. FORCE       0.387    
 LARGEST RESIDUAL FORCE            -2.365E-12   AT NODE       5005   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        3.377E-16   AT NODE       5039   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.785E-12   TIME AVG. MOMENT       1.91    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            5.539E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.289E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.190E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.680    
 STEP TIME COMPLETED       0.680    ,  TOTAL TIME COMPLETED        0.680    


  INCREMENT    69 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc69.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.30000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          1

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.774       TIME AVG. FORCE       0.392    
 LARGEST RESIDUAL FORCE            -2.240E-12   AT NODE       4629   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.377E-16   AT NODE       5383   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.768E-12   TIME AVG. MOMENT       1.93    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.531E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.734E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     4.446E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.690    
 STEP TIME COMPLETED       0.690    ,  TOTAL TIME COMPLETED        0.690    


  INCREMENT    70 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc70.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.785       TIME AVG. FORCE       0.398    
 LARGEST RESIDUAL FORCE            -1.983E-12   AT NODE       5532   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.566E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.864E-12   TIME AVG. MOMENT       1.96    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -3.450E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -4.586E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -7.320E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.700    
 STEP TIME COMPLETED       0.700    ,  TOTAL TIME COMPLETED        0.700    


  INCREMENT    71 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc71.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.796       TIME AVG. FORCE       0.404    
 LARGEST RESIDUAL FORCE             1.887E-12   AT NODE       4452   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.195E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.926E-12   TIME AVG. MOMENT       1.99    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -2.149E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      3.036E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     7.622E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.710    
 STEP TIME COMPLETED       0.710    ,  TOTAL TIME COMPLETED        0.710    


  INCREMENT    72 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc72.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.807       TIME AVG. FORCE       0.409    
 LARGEST RESIDUAL FORCE             2.144E-12   AT NODE       5871   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.771E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     3.952E-12   TIME AVG. MOMENT       2.02    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            6.450E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -8.599E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.163E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.720    
 STEP TIME COMPLETED       0.720    ,  TOTAL TIME COMPLETED        0.720    


  INCREMENT    73 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc73.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.50000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.50000    
       ELAPSED WALLCLOCK TIME (SEC) =          1

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.819       TIME AVG. FORCE       0.415    
 LARGEST RESIDUAL FORCE            -2.467E-12   AT NODE       5322   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.680E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.048E-12   TIME AVG. MOMENT       2.05    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            8.676E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -5.809E-21   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     8.541E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.730    
 STEP TIME COMPLETED       0.730    ,  TOTAL TIME COMPLETED        0.730    


  INCREMENT    74 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc74.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.830       TIME AVG. FORCE       0.420    
 LARGEST RESIDUAL FORCE            -2.101E-12   AT NODE       4618   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -3.071E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.128E-12   TIME AVG. MOMENT       2.07    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.383E-15   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -5.151E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -5.093E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.740    
 STEP TIME COMPLETED       0.740    ,  TOTAL TIME COMPLETED        0.740    


  INCREMENT    75 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc75.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.60000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.60000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.841       TIME AVG. FORCE       0.426    
 LARGEST RESIDUAL FORCE             2.104E-12   AT NODE       5633   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.767E-16   AT NODE       1747   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.139E-12   TIME AVG. MOMENT       2.10    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.883E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.094E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.609E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.750    
 STEP TIME COMPLETED       0.750    ,  TOTAL TIME COMPLETED        0.750    


  INCREMENT    76 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc76.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.852       TIME AVG. FORCE       0.432    
 LARGEST RESIDUAL FORCE             2.207E-12   AT NODE       4897   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.585E-16   AT NODE       5770   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.207E-12   TIME AVG. MOMENT       2.13    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            4.651E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.767E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.271E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.760    
 STEP TIME COMPLETED       0.760    ,  TOTAL TIME COMPLETED        0.760    


  INCREMENT    77 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc77.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.863       TIME AVG. FORCE       0.437    
 LARGEST RESIDUAL FORCE            -1.960E-12   AT NODE       5365   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        6.325E-17   AT NODE        765   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.254E-12   TIME AVG. MOMENT       2.16    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.716E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.030E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.797E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.770    
 STEP TIME COMPLETED       0.770    ,  TOTAL TIME COMPLETED        0.770    


  INCREMENT    78 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc78.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.875       TIME AVG. FORCE       0.443    
 LARGEST RESIDUAL FORCE             2.082E-12   AT NODE       4882   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -6.153E-17   AT NODE       1872   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.313E-12   TIME AVG. MOMENT       2.19    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            8.641E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -6.020E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -8.050E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.780    
 STEP TIME COMPLETED       0.780    ,  TOTAL TIME COMPLETED        0.780    


  INCREMENT    79 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc79.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.886       TIME AVG. FORCE       0.449    
 LARGEST RESIDUAL FORCE            -1.929E-12   AT NODE       5312   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        9.325E-17   AT NODE       5512   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.372E-12   TIME AVG. MOMENT       2.21    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.946E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.913E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     7.933E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.790    
 STEP TIME COMPLETED       0.790    ,  TOTAL TIME COMPLETED        0.790    


  INCREMENT    80 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc80.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.897       TIME AVG. FORCE       0.454    
 LARGEST RESIDUAL FORCE            -2.069E-12   AT NODE       5704   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.379E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.403E-12   TIME AVG. MOMENT       2.24    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            4.013E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -3.790E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -5.703E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.800    
 STEP TIME COMPLETED       0.800    ,  TOTAL TIME COMPLETED        0.800    


  INCREMENT    81 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc81.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.908       TIME AVG. FORCE       0.460    
 LARGEST RESIDUAL FORCE             1.977E-12   AT NODE       4366   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.265E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.419E-12   TIME AVG. MOMENT       2.27    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -9.405E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      6.912E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.070E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.810    
 STEP TIME COMPLETED       0.810    ,  TOTAL TIME COMPLETED        0.810    


  INCREMENT    82 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc82.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.920       TIME AVG. FORCE       0.465    
 LARGEST RESIDUAL FORCE             2.277E-12   AT NODE       5891   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        8.689E-17   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.529E-12   TIME AVG. MOMENT       2.30    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.255E-15   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -8.944E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.586E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.820    
 STEP TIME COMPLETED       0.820    ,  TOTAL TIME COMPLETED        0.820    


  INCREMENT    83 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc83.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.80000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.80000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.931       TIME AVG. FORCE       0.471    
 LARGEST RESIDUAL FORCE             2.006E-12   AT NODE       4816   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.814E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.572E-12   TIME AVG. MOMENT       2.33    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -6.222E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.660E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     2.555E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.830    
 STEP TIME COMPLETED       0.830    ,  TOTAL TIME COMPLETED        0.830    


  INCREMENT    84 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc84.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.942       TIME AVG. FORCE       0.477    
 LARGEST RESIDUAL FORCE             2.276E-12   AT NODE       4882   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        4.313E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.666E-12   TIME AVG. MOMENT       2.35    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            1.073E-15   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -8.274E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -2.488E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.840    
 STEP TIME COMPLETED       0.840    ,  TOTAL TIME COMPLETED        0.840    


  INCREMENT    85 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc85.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.50000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.50000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.953       TIME AVG. FORCE       0.482    
 LARGEST RESIDUAL FORCE            -2.149E-12   AT NODE       5446   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.888E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.713E-12   TIME AVG. MOMENT       2.38    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.099E-15   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      4.367E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.264E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.850    
 STEP TIME COMPLETED       0.850    ,  TOTAL TIME COMPLETED        0.850    


  INCREMENT    86 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc86.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =  0.10000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.30000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.964       TIME AVG. FORCE       0.488    
 LARGEST RESIDUAL FORCE            -2.048E-12   AT NODE       5552   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.123E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.718E-12   TIME AVG. MOMENT       2.41    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -5.496E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.156E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -5.524E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.860    
 STEP TIME COMPLETED       0.860    ,  TOTAL TIME COMPLETED        0.860    


  INCREMENT    87 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc87.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.60000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.60000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.976       TIME AVG. FORCE       0.493    
 LARGEST RESIDUAL FORCE             2.351E-12   AT NODE       5521   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.369E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.745E-12   TIME AVG. MOMENT       2.44    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            4.823E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      2.692E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     3.848E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.870    
 STEP TIME COMPLETED       0.870    ,  TOTAL TIME COMPLETED        0.870    


  INCREMENT    88 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc88.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.40000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.40000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.987       TIME AVG. FORCE       0.499    
 LARGEST RESIDUAL FORCE             2.002E-12   AT NODE       4414   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        2.549E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.879E-12   TIME AVG. MOMENT       2.47    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -6.792E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.395E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -4.087E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.880    
 STEP TIME COMPLETED       0.880    ,  TOTAL TIME COMPLETED        0.880    


  INCREMENT    89 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc89.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.40000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.40000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                      0.998       TIME AVG. FORCE       0.505    
 LARGEST RESIDUAL FORCE            -1.944E-12   AT NODE       5435   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.879E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.900E-12   TIME AVG. MOMENT       2.49    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.369E-15   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      9.064E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.046E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.890    
 STEP TIME COMPLETED       0.890    ,  TOTAL TIME COMPLETED        0.890    


  INCREMENT    90 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc90.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.01       TIME AVG. FORCE       0.510    
 LARGEST RESIDUAL FORCE            -2.226E-12   AT NODE       4558   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -5.779E-17   AT NODE       1459   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     4.924E-12   TIME AVG. MOMENT       2.52    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -7.672E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -6.016E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.508E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.900    
 STEP TIME COMPLETED       0.900    ,  TOTAL TIME COMPLETED        0.900    


  INCREMENT    91 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc91.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.02       TIME AVG. FORCE       0.516    
 LARGEST RESIDUAL FORCE             2.223E-12   AT NODE       5499   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.385E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.004E-12   TIME AVG. MOMENT       2.55    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            5.610E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -2.714E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     5.744E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.910    
 STEP TIME COMPLETED       0.910    ,  TOTAL TIME COMPLETED        0.910    


  INCREMENT    92 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc92.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          1

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.03       TIME AVG. FORCE       0.521    
 LARGEST RESIDUAL FORCE            -1.919E-12   AT NODE       4510   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.837E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.085E-12   TIME AVG. MOMENT       2.58    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.951E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.678E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.407E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.920    
 STEP TIME COMPLETED       0.920    ,  TOTAL TIME COMPLETED        0.920    


  INCREMENT    93 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc93.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.40000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.40000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.04       TIME AVG. FORCE       0.527    
 LARGEST RESIDUAL FORCE            -2.064E-12   AT NODE       4171   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.950E-16   AT NODE       1764   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.189E-12   TIME AVG. MOMENT       2.61    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            5.650E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -4.119E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -2.441E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.930    
 STEP TIME COMPLETED       0.930    ,  TOTAL TIME COMPLETED        0.930    


  INCREMENT    94 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc94.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.70000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.70000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.05       TIME AVG. FORCE       0.533    
 LARGEST RESIDUAL FORCE             1.953E-12   AT NODE       5054   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -7.774E-17   AT NODE        594   DOF  2
   INSTANCE: PART-1-1                                                                        
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.197E-12   TIME AVG. MOMENT       2.64    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.529E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      8.599E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.272E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.940    
 STEP TIME COMPLETED       0.940    ,  TOTAL TIME COMPLETED        0.940    


  INCREMENT    95 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc95.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.40000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.40000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.07       TIME AVG. FORCE       0.538    
 LARGEST RESIDUAL FORCE            -1.978E-12   AT NODE       4710   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.172E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.235E-12   TIME AVG. MOMENT       2.66    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            9.065E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -6.257E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -1.486E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.950    
 STEP TIME COMPLETED       0.950    ,  TOTAL TIME COMPLETED        0.950    


  INCREMENT    96 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc96.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.08       TIME AVG. FORCE       0.544    
 LARGEST RESIDUAL FORCE             1.808E-12   AT NODE       4854   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        3.845E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.306E-12   TIME AVG. MOMENT       2.69    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -3.368E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -5.783E-20   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     5.678E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.960    
 STEP TIME COMPLETED       0.960    ,  TOTAL TIME COMPLETED        0.960    


  INCREMENT    97 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc97.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.20000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.20000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.09       TIME AVG. FORCE       0.549    
 LARGEST RESIDUAL FORCE            -2.400E-12   AT NODE       5527   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -2.800E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.345E-12   TIME AVG. MOMENT       2.72    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT            2.630E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -3.830E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -3.251E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.970    
 STEP TIME COMPLETED       0.970    ,  TOTAL TIME COMPLETED        0.970    


  INCREMENT    98 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc98.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.10       TIME AVG. FORCE       0.555    
 LARGEST RESIDUAL FORCE            -1.903E-12   AT NODE       4257   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.       -1.122E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.424E-12   TIME AVG. MOMENT       2.75    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.168E-16   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.630E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     5.460E-19   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.980    
 STEP TIME COMPLETED       0.980    ,  TOTAL TIME COMPLETED        0.980    


  INCREMENT    99 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc99.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =  0.10000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =  0.10000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.11       TIME AVG. FORCE       0.561    
 LARGEST RESIDUAL FORCE            -2.388E-12   AT NODE       4988   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5081   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.524E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.458E-12   TIME AVG. MOMENT       2.78    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -1.164E-15   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION      1.264E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION     1.101E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED  0.990    
 STEP TIME COMPLETED       0.990    ,  TOTAL TIME COMPLETED        0.990    


  INCREMENT   100 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.000E-02

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-1  1 ELEMENT 1 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: THE COUPLING NODES FOR THE COUPLING CONSTRAINT 
             ASSEMBLY_CONSTRAINT-2  2 ELEMENT 2 (ASSEMBLY) ARE COLINEAR ALONG 
             THE VECTOR (0.0000,0.0000,1.0000).  COMPONENTS OF MOMENTS ABOUT 
             THIS VECTOR WILL NOT BE TRANSMITTED.

 ***WARNING: 2 elements have colinear coupling nodes. Component of moments 
             about the vector defined by the colinear  nodes for a given 
             element will not be transmitted.  The elements have been 
             identified in element set WarnElemColinCoupNodesStep1Inc100.

  NUMBER OF EQUATIONS =    22113     NUMBER OF FLOATING PT. OPERATIONS =  8.87E+08

  USING THE DIRECT SOLVER WITH   4 PROCESSORS

     CHECK POINT   START OF SOLVER    

     CHECK POINT  END OF SOLVER       

       ELAPSED USER TIME (SEC)      =   1.0000    
       ELAPSED SYSTEM TIME (SEC)    =   0.0000    
       ELAPSED TOTAL CPU TIME (SEC) =   1.0000    
       ELAPSED WALLCLOCK TIME (SEC) =          0

               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     1


 AVERAGE FORCE                       1.12       TIME AVG. FORCE       0.566    
 LARGEST RESIDUAL FORCE            -1.953E-12   AT NODE       4833   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST INCREMENT OF DISP.        -2.525E-03   AT NODE       5042   DOF  2
   INSTANCE: PART-1-1                                                                        
 LARGEST CORRECTION TO DISP.        1.069E-16   AT NODE          2   DOF  2
   INSTANCE: {assembly node}                                                                 
          THE FORCE     EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT

 AVERAGE MOMENT                     5.521E-12   TIME AVG. MOMENT       2.80    
                                                (FROM FORCE     FIELD)
 LARGEST RESIDUAL MOMENT           -9.193E-17   AT NODE          2   DOF  4
   INSTANCE:                                                                                 
 LARGEST INCREMENT OF ROTATION     -1.072E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
 LARGEST CORRECTION TO ROTATION    -2.335E-18   AT NODE          2   DOF  4
   INSTANCE: {assembly node}                                                                 
          THERE IS ZERO MOMENT    EVERYWHERE

 ITERATION SUMMARY FOR THE INCREMENT:   1 TOTAL ITERATIONS, OF WHICH
   0 ARE SEVERE DISCONTINUITY ITERATIONS AND  1 ARE EQUILIBRIUM ITERATIONS.

 TIME INCREMENT COMPLETED  1.000E-02,  FRACTION OF STEP COMPLETED   1.00    
 STEP TIME COMPLETED        1.00    ,  TOTAL TIME COMPLETED         1.00    


          THE ANALYSIS HAS BEEN COMPLETED



     ANALYSIS SUMMARY:
     TOTAL OF        100  INCREMENTS
                       0  CUTBACKS IN AUTOMATIC INCREMENTATION
                     100  ITERATIONS INCLUDING CONTACT ITERATIONS IF PRESENT
                     100  PASSES THROUGH THE EQUATION SOLVER OF WHICH 
                       1  INVOLVE MATRIX DECOMPOSITION, INCLUDING
                       0  DECOMPOSITION(S) OF THE MASS MATRIX
                       1  REORDERING OF EQUATIONS TO MINIMIZE WAVEFRONT
                       0  ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES
                       0  ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
                     130  WARNING MESSAGES DURING USER INPUT PROCESSING
                     300  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       0  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
                       0  ERROR MESSAGES



     JOB TIME SUMMARY
       USER TIME (SEC)      =   170.70    
       SYSTEM TIME (SEC)    =   12.100    
       TOTAL CPU TIME (SEC) =   182.80    
       WALLCLOCK TIME (SEC) =         78
