1
 
 
 
 
                                                             
                       Copyright 2007 UGS Corp.              
                         All Rights Reserved.                
                                                             
           All other company names, trademarks or registered 
           trademarks belong to their respective holders.    
                                                             
           LIMITATIONS TO U.S. GOVERNMENT RIGHTS. UNPUBLISHED
           - RIGHTS RESERVED UNDER THE COPYRIGHT LAWS OF THE 
            UNITED STATES. This computer software and related
               computer software documentation have been     
            developed exclusively at private expense and are 
           provided subject to the following rights:  If this
               computer software and computer  software      
            documentation qualify as "commercial items" (as  
             that term is defined in FAR 2.101), their use,  
            duplication or disclosure by the U.S. Government 
           is subject to the protections and restrictions as 
            set forth in the UGS commercial license for the  
            software and/or documentation, as prescribed in  
           FAR 12.212 and FAR 27.405(b)(2)(i) (for civilian  
             agencies) and in DFARS 227.7202-1(a) and DFARS  
           227.7202-3(a) (for the Department of Defense), or 
           any successor or similar regulation, as applicable
           or as amended from time to time.  If this computer
           software and computer documentation do not qualify
            as "commercial items", then they are "restricted 
           computer software" and are provided with "restric-
            tive rights", and their use, duplication or dis- 
            closure by the U.S. Government is subject to the 
            protections and restrictions as set forth in FAR 
           27.404(b) and FAR 52-227-14 (for civilian agencies
           ), and DFARS 227.7203-5(c) and DFARS 252.227-7014 
           (for the Department of Defense), or any successor 
           or similar regulation, as applicable or as amended
              from time to time.  UGS Corp.                  
              5400 Legacy Drive, Plano, Texas 75024-3199.    
 

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                * *                                 * *
                * *                                 * *
                * *                                 * *
                * *                                 * *
                * *       N X   N a s t r a n       * *
                * *                                 * *
                * *         VERSION -   5.1         * *
                * *                                 * *
                * *          AUG 30, 2007           * *
                * *                                 * *
                * *                                 * *
                * *              Intel              * *
                * *                                 * *
                * *   MODEL Pentium4/2567 (CAD3)    * *
                * *                                 * *
                * *   Windows XP 5.1 (Build 2600)   * *
                * *                                 * *
                * *                                 * *
                * *                                 * *
                * * * * * * * * * * * * * * * * * * * *
                * * * * * * * * * * * * * * * * * * * *
1 
  
                        Welcome to NX Nastran
                        -------------------------
  
  
 This "news" information can be turned off by setting "news=no" in the runtime
 configuration (RC) file.  The "news" keyword can be set in the system RC file
 for global, or multi-user control, and in a local file for local control.
 Individual jobs can be controlled by setting news to yes or no on the command
 line.
1                                                                              JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     1
                                                                                                                                    
0        N A S T R A N    F I L E    A N D    S Y S T E M    P A R A M E T E R    E C H O                                           
0                                                                                                                                   
                                                                                                                                    
                                                                                                                                    
     NASTRAN BUFFSIZE=8193 $(D:/UGS/NXNASTRAN/5P1/CONF/NAST5.RCF[2])                 
     NASTRAN REAL=264765440 $(PROGRAM DEFAULT)                                       
     $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$             
     $*                                                                              
     $*                    NX V5.0.4.1 TRANSLATOR                                    
     $*                    FOR NX NASTRAN VERSION 5.1                                
     $*                                                                              
     $*             FEM FILE: E:\SCHULT\NX\EMZVST_4\EM4_0_ZIEHVERSUCHSSTAND_FEM5.FEM 
     $*             SIM FILE: E:\SCHULT\NX\EMZVST_4\EM4_0_ZIEHVERSUCHSSTAND_SIM5.SIM 
     $*        ANALYSIS TYPE: STRUCTURAL                                             
     $*        SOLUTION NAME: SOLUTION 1                                             
     $*        SOLUTION TYPE: LINEAR STATICS - SINGLE CONSTRAINT                     
     $*                                                                              
     $*    SOLVER INPUT FILE: EM4_0_ZIEHVERSUCHSSTAND_SIM5-SOLUTION_1.DAT            
     $*        CREATION DATE: 27-JUL-2009                                            
     $*        CREATION TIME: 14:44:20                                               
     $*                                                                              
     $*                UNITS: MM-MM (MILLI-NEWTON)                                   
     $*                      ... LENGTH : MM                                         
     $*                      ... TIME   : SEC                                        
     $*                      ... MASS   : KILOGRAM (KG)                              
     $*                      ... FORCE  : MILLI-NEWTON                               
     $*                      ... TEMPERATURE : DEG CELSIUS                           
     $*                                                                              
     $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$             
     $*                                                                              
     $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                           
     $*                                                                              
     $* NASTRAN                                                                      
     $*                                                                              
     $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                           
     $*                                                                              
     NASTRAN ELEMITER=YES                                                            
     NASTRAN ITER=YES                                                                
     $*                                                                              
     $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                           
     $*                                                                              
     $* FILE MANAGEMENT                                                              
     $*                                                                              
     $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                           
     $*                                                                              
     ASSIGN OUTPUT2='EM4_0_Ziehversuchsstand_sim5-Solution_1.op2',UNIT=12            
     $*                                                                              
     $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                           
     $*                                                                              
     $* EXECUTIVE CONTROL                                                            
     $*                                                                              
     $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                           
     $*                                                                              
1                                                                              JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     2
                                                                                                                                    
0        N A S T R A N    E X E C U T I V E    C O N T R O L    E C H  O                                                            
0                                                                                                                                   
                                                                                                                                    
                                                                                                                                    
     ID,NASTRAN,EM4_0_ZIEHVERSUCHSSTAND_SIM5-SOLUTION_1                                      
     SOL 101                                                                                 
     TIME 999                                                                                
     CEND                                                                                    
1    SOLUTION 1                                                                JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     3
                                                                                                                                    
0                                                                                                                                   
0                                        C A S E    C O N T R O L    E C H O                                                        
                 COMMAND                                                                                                            
                 COUNT                                                                                                              
                  1      $*                                                                                      
                  2      $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                                   
                  3      $*                                                                                      
                  4      $* CASE CONTROL                                                                         
                  5      $*                                                                                      
                  6      $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                                   
                  7      $*                                                                                      
                  8      TITLE = SOLUTION 1                                                                      
                  9      ECHO = NONE                                                                             
                 10      SPC = 1                                                                                 
                 11      OUTPUT                                                                                  
                 12      BCRESULTS(TRACTION,FORCE,PLOT) = ALL                                                    
                 13      DISPLACEMENT(PLOT) = ALL                                                                
                 14      ESE(PLOT) = ALL                                                                         
                 15      FORCE(PLOT,CORNER) = ALL                                                                
                 16      OLOAD(PLOT) = ALL                                                                       
                 17      SPCFORCES(PLOT) = ALL                                                                   
                 18      STRAIN(PLOT,FIBER,CORNER) = ALL                                                         
                 19      STRESS(PLOT,CORNER) = ALL                                                               
                 20      SUBCASE 1                                                                               
                 21      LABEL = SUBCASE - STATIC LOADS 1                                                        
                 22      LOAD = 101                                                                              
                 23      OUTPUT                                                                                  
                 24      BCRESULTS(TRACTION,FORCE,PLOT) = ALL                                                    
                 25      DISPLACEMENT(PLOT) = ALL                                                                
                 26      ESE(PLOT) = ALL                                                                         
                 27      FORCE(PLOT,CORNER) = ALL                                                                
                 28      OLOAD(PLOT) = ALL                                                                       
                 29      SPCFORCES(PLOT) = ALL                                                                   
                 30      STRAIN(PLOT,FIBER,CORNER) = ALL                                                         
                 31      STRESS(PLOT,CORNER) = ALL                                                               
                 32      $*                                                                                      
                 33      $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                                   
                 34      $*                                                                                      
                 35      $* BULK DATA                                                                            
                 36      $*                                                                                      
                 37      $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$                                                   
                 38      $*                                                                                      
                 39      BEGIN BULK                                                                              
0                             INPUT BULK DATA ENTRY COUNT = 1464087
0                       TOTAL COUNT=   1464022
1    SOLUTION 1                                                                JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     4
                                                                                                                                    
0                                                                                                                                   
0
0
0
 


                                        M O D E L   S U M M A R Y

                                   NUMBER OF GRID     POINTS   =   478860
 
                                   NUMBER OF CTETRA   ELEMENTS =   247330
 
 *** USER INFORMATION MESSAGE 4109 (OUTPX2)
     THE LABEL IS NX5.1    FOR FORTRAN UNIT 12
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =        7 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =        8 RECORDS.)
     (TOTAL DATA WRITTEN FOR TAPE LABEL =       17 WORDS.)
 *** USER INFORMATION MESSAGE 4114 (OUTPX2)
     DATA BLOCK EPT      WRITTEN ON FORTRAN UNIT 12, TRL =
                    101                 0               256                 0                 0                 0                 0
     (MAXIMUM POSSIBLE FORTRAN RECORD SIZE =    16386 WORDS.)
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =       10 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =       24 RECORDS.)
     (TOTAL DATA WRITTEN FOR DATA BLOCK =       41 WORDS.)
 *** USER INFORMATION MESSAGE 4114 (OUTPX2)
     DATA BLOCK MPT      WRITTEN ON FORTRAN UNIT 12, TRL =
                    102             33280                 0                 0                 0                 0                 0
     (MAXIMUM POSSIBLE FORTRAN RECORD SIZE =    16386 WORDS.)
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =       15 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =       29 RECORDS.)
     (TOTAL DATA WRITTEN FOR DATA BLOCK =       65 WORDS.)
 *** USER INFORMATION MESSAGE 4114 (OUTPX2)
     DATA BLOCK GEOM2    WRITTEN ON FORTRAN UNIT 12, TRL =
                    103                 0                 0                 0               512                 0                 0
     (MAXIMUM POSSIBLE FORTRAN RECORD SIZE =    16386 WORDS.)
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =    16386 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =      386 RECORDS.)
     (TOTAL DATA WRITTEN FOR DATA BLOCK =  2968175 WORDS.)
1    SOLUTION 1                                                                JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     5
                                                                                                                                    
0                                                                                                                                   
0                                                                                                                                   
                                                                                                                                    
                                                                                                                                    
 *** USER INFORMATION MESSAGE 4114 (OUTPX2)
     DATA BLOCK GEOM3    WRITTEN ON FORTRAN UNIT 12, TRL =
                    104                 0                 0                64                 8                 0                 0
     (MAXIMUM POSSIBLE FORTRAN RECORD SIZE =    16386 WORDS.)
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =     3132 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =       29 RECORDS.)
     (TOTAL DATA WRITTEN FOR DATA BLOCK =     3178 WORDS.)
 *** USER INFORMATION MESSAGE 4114 (OUTPX2)
     DATA BLOCK GEOM4    WRITTEN ON FORTRAN UNIT 12, TRL =
                    105                 0                 0                 0               512                 0                 0
     (MAXIMUM POSSIBLE FORTRAN RECORD SIZE =    16386 WORDS.)
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =    16386 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =       28 RECORDS.)
     (TOTAL DATA WRITTEN FOR DATA BLOCK =    44656 WORDS.)
 *** USER INFORMATION MESSAGE 4114 (OUTPX2)
     DATA BLOCK GEOM1    WRITTEN ON FORTRAN UNIT 12, TRL =
                    101                 0                 0                 8                 0                 0                 0
     (MAXIMUM POSSIBLE FORTRAN RECORD SIZE =    16386 WORDS.)
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =    16386 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =      490 RECORDS.)
     (TOTAL DATA WRITTEN FOR DATA BLOCK =  3831147 WORDS.)
 *** USER INFORMATION MESSAGE 4114 (OUTPX2)
     DATA BLOCK DIT      WRITTEN ON FORTRAN UNIT 12, TRL =
                    103             32768                 0                 0                 0                 0                 0
     (MAXIMUM POSSIBLE FORTRAN RECORD SIZE =    16386 WORDS.)
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =      231 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =       24 RECORDS.)
     (TOTAL DATA WRITTEN FOR DATA BLOCK =      262 WORDS.)
 *** USER INFORMATION MESSAGE 4114 (OUTPX2)
     DATA BLOCK CASECC   WRITTEN ON FORTRAN UNIT 12, TRL =
                    105                 1                 0               600                 0                 0                 0
     (MAXIMUM POSSIBLE FORTRAN RECORD SIZE =    16386 WORDS.)
     (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN =      600 WORDS.)
     (NUMBER OF FORTRAN RECORDS WRITTEN =       19 RECORDS.)
     (TOTAL DATA WRITTEN FOR DATA BLOCK =      624 WORDS.)
 ^^^IN ELEMENT VERSION OF STATICS1   
 *** USER INFORMATION MESSAGE 7555 (ETETGD)
     FINITE ELEMENT GEOMETRY CHECK RESULTS EXCEED TOLERANCE LEVELS FOR THE FOLLOWING ELEMENTS.
     USER ACTION: USE THE GEOMCHECK (EXECUTIVE CONTROL STATEMENT) KEYWORD=VALUE TO CHANGE TOLERANCE VALUES IF DESIRED.
     ALL EDGE LENGTH TO HEIGHT  RATIO (AR)TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY FAIL.
     A MINIMUM OF        100 EDGE NODE POINT LENGTH RATIO (ER)TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx.
                             EDGE ANGLE VALUES ARE INDICATED BY AN * AFTER THE VALUE.  THE TOLERANCE LIMIT IS 30 DEGREES.
     ALL NEG/ZERO DET(JACOBIAN) VALUE (DJ)TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY FAIL.
     A MINIMUM OF        100 NEG DET(JAC) AT VERTEX NODE  (DG)TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx.
1    SOLUTION 1                                                                JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     6
                                                                                                                                    
0                                                                                                                                   
     TOLERANCE LIMITS ARE:  TET_AR =   100.00, TET_EPLR =     0.50, TET_DETJ =   0.00, TET_DETG =   0.00 (xxxx = LIMIT VIOLATED)
                         LONGEST       SHORTEST         ASPECT           EDGE POINT      MIN. JACOBIAN     MIN. DET(JAC) 
 ELEMENT TYPE    ID        EDGE         HEIGHT           RATIO         LENGTH RATIO       DETERMINANT       AT VERTEX    
    TETRA          42      27.96         11.86            2.36              0.71*xxxx      4041.81           3671.37     
    TETRA          45      22.47          8.17            2.75              0.86*xxxx       998.45            823.32     
    TETRA         132      27.96         12.17            2.30              0.71*xxxx      3236.38           2963.64     
    TETRA         162      28.12         11.88            2.37              0.70*xxxx      3658.08           3129.44     
    TETRA         177      31.49          9.85            3.20              0.70*xxxx      2100.28           1218.39     
    TETRA         476      28.12          8.15            3.45              0.70*xxxx      1494.80            933.03     
    TETRA         496      27.10         11.80            2.30              0.71*xxxx      4085.78           3880.00     
    TETRA         556      22.47         11.19            2.01              0.86*xxxx      1980.84           1525.31     
    TETRA         570      27.85         11.50            2.42              0.86*xxxx      3345.78           3042.33     
    TETRA         578      27.85         11.28            2.47              0.86*xxxx      3036.28           2369.62     
    TETRA         599      17.03          3.54            4.82              0.79*xxxx       938.94            737.50     
    TETRA         600      15.96          3.54            4.51              0.76*xxxx       932.24            736.11     
    TETRA         602      15.93          3.54            4.50              0.76*xxxx       948.17            732.39     
    TETRA         632      16.41          3.54            4.64              0.77*xxxx       959.88            740.74     
    TETRA         640      16.99          3.54            4.81              0.74*xxxx       803.60            740.74     
    TETRA         655      17.03          3.54            4.82              0.79*xxxx       930.97            736.11     
    TETRA         674      16.34          3.54            4.62              0.75*xxxx       952.81            737.50     
    TETRA         675      15.59          3.81            4.09              0.75*xxxx       912.52            737.50     
    TETRA         692      17.28          3.54            4.89              0.73*xxxx       948.27            732.39     
    TETRA         712      17.24          3.54            4.87              0.79*xxxx       878.23            732.39     
    TETRA         716      17.24          3.54            4.87              0.79*xxxx      1041.75            736.11     
    TETRA         717      16.47          3.54            4.66              0.78*xxxx      1031.00            732.39     
    TETRA         721      16.43          3.54            4.65              0.77*xxxx       905.43            732.39     
    TETRA         759      14.93          4.47            3.34              0.73*xxxx       914.31            739.44     
    TETRA         768      16.55          3.54            4.68              0.75*xxxx       775.92            732.39     
    TETRA         769      16.58          3.54            4.69              0.78*xxxx       944.03            732.39     
    TETRA         776      16.67          3.54            4.72              0.75*xxxx       929.63            737.50     
    TETRA         778      16.64          3.48            4.78              0.78*xxxx       805.08            651.00     
    TETRA         802      16.55          3.54            4.68              0.75*xxxx       928.60            736.11     
    TETRA         826      16.34          3.54            4.62              0.77*xxxx       921.98            740.74     
    TETRA         885      17.21          3.54            4.87              0.73*xxxx       962.25            740.74     
    TETRA         890      15.00          2.80            5.35              0.73*xxxx       475.08            384.03     
    TETRA         901      16.92          3.54            4.79              0.74*xxxx       961.64            740.74     
    TETRA         903      17.15          3.54            4.85              0.74*xxxx       946.99            732.39     
    TETRA         920      16.34          3.54            4.62              0.77*xxxx       566.87            464.60     
    TETRA         936      17.11          3.99            4.29              0.79*xxxx       909.99            736.11     
    TETRA         937      16.24          3.54            4.59              0.77*xxxx       955.85            737.50     
    TETRA         977      16.51          3.54            4.67              0.78*xxxx       944.38            732.39     
    TETRA         979      16.55          3.54            4.68              0.75*xxxx       929.61            736.11     
    TETRA         985      15.96          3.54            4.51              0.76*xxxx       535.36            424.18     
    TETRA         991      15.22          2.85            5.34              0.74*xxxx       536.01            433.59     
    TETRA        1007      17.14          3.54            4.85              0.73*xxxx      1040.49            737.50     
1    SOLUTION 1                                                                JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     7
                                                                                                                                    
0                                                                                                                                   
     TOLERANCE LIMITS ARE:  TET_AR =   100.00, TET_EPLR =     0.50, TET_DETJ =   0.00, TET_DETG =   0.00 (xxxx = LIMIT VIOLATED)
                         LONGEST       SHORTEST         ASPECT           EDGE POINT      MIN. JACOBIAN     MIN. DET(JAC) 
 ELEMENT TYPE    ID        EDGE         HEIGHT           RATIO         LENGTH RATIO       DETERMINANT       AT VERTEX    
    TETRA        1010      15.05          4.47            3.36              0.74*xxxx       908.90            734.57     
    TETRA        1154      17.17          3.54            4.86              0.79*xxxx       963.30            740.74     
    TETRA        1163      16.44          3.54            4.65              0.77*xxxx       918.25            740.74     
    TETRA        1168      16.44          3.31            4.96              0.77*xxxx       771.39            623.69     
    TETRA        1214      16.50          3.54            4.67              0.78*xxxx       937.41            737.50     
    TETRA        1232      16.31          3.54            4.61              0.75*xxxx       963.56            740.74     
    TETRA        1233      15.65          2.87            5.44              0.75*xxxx       621.59            502.39     
    TETRA        1262      16.81          3.54            4.76              0.78*xxxx       955.44            737.50     
    TETRA        1263      15.06          3.60            4.18              0.74*xxxx       416.52            336.95     
    TETRA        1264      17.03          3.98            4.27              0.79*xxxx       909.94            736.11     
    TETRA        1265      17.03          3.54            4.82              0.79*xxxx      1032.58            732.39     
    TETRA        1269      17.06          3.54            4.83              0.74*xxxx      1052.68            740.74     
    TETRA        1281      16.43          3.54            4.65              0.77*xxxx       559.49            451.38     
    TETRA        1294      16.06          3.54            4.54              0.77*xxxx       933.42            736.11     
    TETRA        1308      17.17          3.54            4.86              0.79*xxxx      1040.88            737.50     
    TETRA        1309      15.02          4.47            3.36              0.73*xxxx       908.84            734.57     
    TETRA        1337      17.07          3.54            4.83              0.74*xxxx       944.88            732.39     
    TETRA        1340      17.11          3.54            4.84              0.79*xxxx      1043.71            736.11     
    TETRA        1348      17.10          3.54            4.84              0.79*xxxx      1040.16            737.50     
    TETRA        1407      15.00          2.80            5.35              0.73*xxxx       475.10            384.03     
    TETRA        1417      15.05          3.60            4.18              0.74*xxxx       422.42            341.44     
    TETRA        1429      16.14          3.54            4.56              0.77*xxxx      1035.75            732.39     
    TETRA        1437      17.03          3.54            4.82              0.74*xxxx       952.03            737.50     
    TETRA        1530      17.25          3.54            4.88              0.73*xxxx      1041.84            737.50     
    TETRA        1531      14.98          2.80            5.35              0.73*xxxx       469.43            379.48     
    TETRA        1534      16.70          3.54            4.72              0.74*xxxx      1030.07            732.39     
    TETRA        1538      16.74          3.54            4.74              0.74*xxxx       928.57            736.11     
    TETRA        1542      15.57          3.78            4.13              0.74*xxxx       912.75            737.50     
    TETRA        1547      16.41          3.29            4.99              0.77*xxxx       766.11            619.14     
    TETRA        1569      16.37          3.54            4.63              0.75*xxxx       930.19            737.50     
    TETRA        1572      16.37          3.54            4.63              0.75*xxxx       715.04            647.62     
    TETRA        1589      16.15          3.54            4.57              0.77*xxxx       953.93            737.50     
    TETRA        1616      17.06          3.99            4.28              0.79*xxxx       912.60            737.50     
    TETRA        1724      16.17          3.54            4.57              0.77*xxxx       918.15            732.39     
    TETRA        1725      17.03          3.54            4.82              0.79*xxxx      1050.60            740.74     
    TETRA        1729      15.56          2.87            5.42              0.75*xxxx       604.75            488.73     
    TETRA        1730      16.44          3.54            4.65              0.75*xxxx       740.51            679.48     
    TETRA        1737      16.94          3.54            4.79              0.74*xxxx       957.66            736.11     
    TETRA        1815      16.41          3.29            4.99              0.77*xxxx       765.74            619.14     
    TETRA        1817      15.18          2.83            5.36              0.74*xxxx       520.08            420.45     
    TETRA        1826      17.28          3.54            4.89              0.73*xxxx      1042.41            737.50     
    TETRA        1827      14.96          4.47            3.35              0.73*xxxx       908.60            734.57     
1    SOLUTION 1                                                                JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     8
                                                                                                                                    
0                                                                                                                                   
     TOLERANCE LIMITS ARE:  TET_AR =   100.00, TET_EPLR =     0.50, TET_DETJ =   0.00, TET_DETG =   0.00 (xxxx = LIMIT VIOLATED)
                         LONGEST       SHORTEST         ASPECT           EDGE POINT      MIN. JACOBIAN     MIN. DET(JAC) 
 ELEMENT TYPE    ID        EDGE         HEIGHT           RATIO         LENGTH RATIO       DETERMINANT       AT VERTEX    
    TETRA        1837      16.17          3.09            5.23              0.77*xxxx       724.41            585.78     
    TETRA        1840      17.03          3.54            4.82              0.74*xxxx       944.51            732.39     
    TETRA        1850      15.00          3.61            4.16              0.73*xxxx       433.65            350.54     
    TETRA        1853      16.06          3.54            4.54              0.77*xxxx       922.30            732.39     
    TETRA        1856      16.06          3.54            4.54              0.76*xxxx       954.05            736.11     
    TETRA        1859      16.94          3.98            4.26              0.79*xxxx       909.78            736.11     
    TETRA        1875      16.37          3.54            4.63              0.77*xxxx       920.74            740.74     
    TETRA        1876      16.41          3.54            4.64              0.77*xxxx       571.17            470.10     
    TETRA        1908      16.28          3.54            4.60              0.75*xxxx       953.19            737.50     
    TETRA        1941      16.37          3.54            4.63              0.77*xxxx       920.74            740.74     
    TETRA        1946      16.67          3.54            4.72              0.78*xxxx       587.72            491.02     
    TETRA        1952      17.32          3.54            4.90              0.73*xxxx       814.34            740.74     
    TETRA        1957      16.86          3.54            4.77              0.79*xxxx       946.14            732.39     
    TETRA        1959      16.03          3.54            4.53              0.76*xxxx       954.93            736.11     
    TETRA        1960      16.90          3.97            4.26              0.79*xxxx       909.94            736.11     
    TETRA        1987      16.14          3.54            4.56              0.76*xxxx      1033.32            732.39     
    TETRA      166828      12.91          0.03          492.35 FAIL         1.00                NO TEST           NO TEST
    TETRA      166858      22.24          0.18          122.92 FAIL         1.00                NO TEST           NO TEST
    TETRA      166873      22.24          0.08          279.36 FAIL         1.00                NO TEST           NO TEST
    TETRA      166972      16.57          0.14          119.14 FAIL         1.00                NO TEST           NO TEST
    TETRA      168924      30.58          0.19          157.28 FAIL         1.00                NO TEST           NO TEST
    TETRA      169760       5.28          0.03          151.37 FAIL         1.00                NO TEST           NO TEST
    TETRA      170547      12.81          0.11          121.78 FAIL         1.00                NO TEST           NO TEST
1    SOLUTION 1                                                                JULY  27, 2009  NX NASTRAN  8/30/07   PAGE     9
                                                                                                                                    
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                            E L E M E N T   G E O M E T R Y   T E S T   R E S U L T S   S U M M A R Y
                                        TOTAL NUMBER OF TIMES TOLERANCES WERE EXCEEDED
                                  ASPECT/       MINIMUM       MAXIMUM     SURFACE/FACE                 EDGE POINT     JACOBIAN   
     ELEMENT TYPE  SKEW ANGLE    TAPER RATIO  INTER. ANGLE  INTER. ANGLE   WARP FACTOR  OFFSET RATIO  LENGTH RATIO  DETERMINANT  
         TETRA         N/A             7           N/A           N/A           N/A           N/A         11355             0        

         N/A IN THE ABOVE TABLE INDICATES TESTS THAT ARE NOT APPLICABLE TO THE ELEMENT TYPE AND WERE NOT PERFORMED.
         FOR ALL ELEMENTS WHERE GEOMETRY TEST RESULTS HAVE EXCEEDED TOLERANCES,

         TETRA    ELEMENT ID   166828 PRODUCED LARGEST  ASPECT RATIO     OF     492.35 (TOLERANCE =      100.00).
         TETRA    ELEMENT ID   129086 PRODUCED SMALLEST EDGE COS(ANGLE)  OF       0.43 (TOLERANCE =        0.87).
0FATAL ERROR
1                                        * * * END OF JOB * * *
 
 
