PRESSURE_MAPPING 0 SUBCASE 1 STEP 1 LOAD STEP = 5.01465E-03 S T R E S S E S I N T E T R A H E D R O N S O L I D E L E M E N T S ( C T E T R A ) 0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINES MEAN ELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C- PRESSURE VON MISES 0 243924 X -1.057136E-02 XY 3.319725E-03 A -1.976061E-03 LX 0.39 0.77 0.51 7.867688E-03 9.168422E-03 Y -5.540512E-03 YZ 2.873634E-03 B -1.222294E-02 LY-0.90 0.44 0.02 Z -7.491194E-03 ZX 1.519204E-03 C -9.404058E-03 LZ 0.20 0.47-0.86 0 242797 X -1.057136E-02 XY 3.319725E-03 A -1.976061E-03 LX 0.39 0.77 0.51 7.867688E-03 9.168422E-03 Y -5.540512E-03 YZ 2.873634E-03 B -1.222294E-02 LY-0.90 0.44 0.02 Z -7.491194E-03 ZX 1.519204E-03 C -9.404058E-03 LZ 0.20 0.47-0.86 0 738369 0GRID CS 4 GP 0 CENTER X 1.186921E-04 XY 1.382166E-03 A 1.773440E-03 LX 0.88 0.08 0.47 2.438489E-03 7.295232E-03 Y -4.165659E-03 YZ -1.608749E-03 B -6.650369E-03 LY-0.40 0.64 0.65 Z -3.268501E-03 ZX 2.852381E-03 C -2.438539E-03 LZ 0.25 0.76-0.60 0 267487 X 1.186921E-04 XY 1.382166E-03 A 1.773440E-03 LX 0.88 0.08 0.47 2.438489E-03 7.295232E-03 Y -4.165659E-03 YZ -1.608749E-03 B -6.650369E-03 LY-0.40 0.64 0.65 Z -3.268501E-03 ZX 2.852381E-03 C -2.438539E-03 LZ 0.25 0.76-0.60 0 268520 X 1.186921E-04 XY 1.382166E-03 A 1.773440E-03 LX 0.88 0.08 0.47 2.438489E-03 7.295232E-03 Y -4.165659E-03 YZ -1.608749E-03 B -6.650369E-03 LY-0.40 0.64 0.65 Z -3.268501E-03 ZX 2.852381E-03 C -2.438539E-03 LZ 0.25 0.76-0.60 0 261194 X 1.186921E-04 XY 1.382166E-03 A 1.773440E-03 LX 0.88 0.08 0.47 2.438489E-03 7.295232E-03 Y -4.165659E-03 YZ -1.608749E-03 B -6.650369E-03 LY-0.40 0.64 0.65 Z -3.268501E-03 ZX 2.852381E-03 C -2.438539E-03 LZ 0.25 0.76-0.60 0 243924 X 1.186921E-04 XY 1.382166E-03 A 1.773440E-03 LX 0.88 0.08 0.47 2.438489E-03 7.295232E-03 Y -4.165659E-03 YZ -1.608749E-03 B -6.650369E-03 LY-0.40 0.64 0.65 Z -3.268501E-03 ZX 2.852381E-03 C -2.438539E-03 LZ 0.25 0.76-0.60 0 738370 0GRID CS 4 GP 0 CENTER X 1.831799E-03 XY -3.273976E-03 A 1.270149E-02 LX 0.53-0.37-0.76 -4.683684E-03 1.324081E-02 Y 4.546925E-03 YZ 1.644595E-03 B -2.522992E-03 LY 0.84 0.29 0.45 Z 7.672330E-03 ZX -6.039380E-03 C 3.872551E-03 LZ-0.05 0.89-0.46 0 247025 X 1.831799E-03 XY -3.273976E-03 A 1.270149E-02 LX 0.53-0.37-0.76 -4.683684E-03 1.324081E-02 Y 4.546925E-03 YZ 1.644595E-03 B -2.522992E-03 LY 0.84 0.29 0.45 Z 7.672330E-03 ZX -6.039380E-03 C 3.872551E-03 LZ-0.05 0.89-0.46 0 268520 X 1.831799E-03 XY -3.273976E-03 A 1.270149E-02 LX 0.53-0.37-0.76 -4.683684E-03 1.324081E-02 Y 4.546925E-03 YZ 1.644595E-03 B -2.522992E-03 LY 0.84 0.29 0.45 Z 7.672330E-03 ZX -6.039380E-03 C 3.872551E-03 LZ-0.05 0.89-0.46 0 243922 X 1.831799E-03 XY -3.273976E-03 A 1.270149E-02 LX 0.53-0.37-0.76 -4.683684E-03 1.324081E-02 Y 4.546925E-03 YZ 1.644595E-03 B -2.522992E-03 LY 0.84 0.29 0.45 Z 7.672330E-03 ZX -6.039380E-03 C 3.872551E-03 LZ-0.05 0.89-0.46 1 DECEMBER 8, 2020 MSC Nastran 5/ 1/20 PAGE194500 PRESSURE_MAPPING 0 SUBCASE 1 STEP 1 LOAD STEP = 5.01465E-03 S T R E S S E S I N T E T R A H E D R O N S O L I D E L E M E N T S ( C T E T R A ) 0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINES MEAN ELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C- PRESSURE VON MISES 0 243923 X 1.831799E-03 XY -3.273976E-03 A 1.270149E-02 LX 0.53-0.37-0.76 -4.683684E-03 1.324081E-02 Y 4.546925E-03 YZ 1.644595E-03 B -2.522992E-03 LY 0.84 0.29 0.45 Z 7.672330E-03 ZX -6.039380E-03 C 3.872551E-03 LZ-0.05 0.89-0.46 *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK OES1X1 WRITTEN ON FORTRAN UNIT 12 IN BINARY (LTLEND) FORMAT USING NDDL DESCRIPTION FOR OES1X1, TRL = 101 0 102 0 0 0 0 NAME OF DATA BLOCK WRITTEN ON FORTRAN UNIT IS OES1X1 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 65538 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 65509 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 588 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 18635110 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK OSTR1X WRITTEN ON FORTRAN UNIT 12 IN BINARY (LTLEND) FORMAT USING NDDL DESCRIPTION FOR OSTR1X, TRL = 101 0 102 0 0 0 0 NAME OF DATA BLOCK WRITTEN ON FORTRAN UNIT IS OSTR1X (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 65538 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 65509 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 588 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 18635110 WORDS.) ^^^ *** USER FATAL MESSAGE 9032 (SUBDMAP NONLIN) RUN IS TERMINATED DUE TO MESSAGE(S) ABOVE Search backward for the keyword (1) FATAL or (2) DIVERGES to locate the messages ^^^ *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK SCRATCH WRITTEN ON FORTRAN UNIT 12 IN BINARY (LTLEND) FORMAT USING NDDL DESCRIPTION FOR QUALINFO, TRL = 301 1 11 0 0 0 0 NAME OF DATA BLOCK WRITTEN ON FORTRAN UNIT IS QUALINFO (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 65538 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 67 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 65 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 440 WORDS.) *** USER INFORMATION MESSAGE 4110 (OUTPX2) END-OF-DATA SIMULATION ON FORTRAN UNIT 12 (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 1 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 1 RECORDS.) (TOTAL DATA WRITTEN FOR EOF MARKER = 1 WORDS.) 1 DECEMBER 8, 2020 MSC Nastran 5/ 1/20 PAGE194501 0 * * * * D B D I C T P R I N T * * * * SUBDMAP = PRTSUM , DMAP STATEMENT NO. 71 0 * * * * A N A L Y S I S S U M M A R Y T A B L E * * * * 0 SEID PEID PROJ VERS APRCH SEMG SEMR SEKR SELG SELR MODES DYNRED SOLLIN PVALID SOLNL LOOPID DESIGN CYCLE SENSITIVITY -------------------------------------------------------------------------------------------------------------------------- 0 0 1 1 ' ' T T T T T F F F 0 F 0 0 F 0SEID = SUPERELEMENT ID. PEID = PRIMARY SUPERELEMENT ID OF IMAGE SUPERELEMENT. PROJ = PROJECT ID NUMBER. VERS = VERSION ID. APRCH = BLANK FOR STRUCTURAL ANALYSIS. HEAT FOR HEAT TRANSFER ANALYSIS. SEMG = STIFFNESS AND MASS MATRIX GENERATION STEP. SEMR = MASS MATRIX REDUCTION STEP (INCLUDES EIGENVALUE SOLUTION FOR MODES). SEKR = STIFFNESS MATRIX REDUCTION STEP. SELG = LOAD MATRIX GENERATION STEP. SELR = LOAD MATRIX REDUCTION STEP. MODES = T (TRUE) IF NORMAL MODES OR BUCKLING MODES CALCULATED. DYNRED = T (TRUE) MEANS GENERALIZED DYNAMIC AND/OR COMPONENT MODE REDUCTION PERFORMED. SOLLIN = T (TRUE) IF LINEAR SOLUTION EXISTS IN DATABASE. PVALID = P-DISTRIBUTION ID OF P-VALUE FOR P-ELEMENTS LOOPID = THE LAST LOOPID VALUE USED IN THE NONLINEAR ANALYSIS. USEFUL FOR RESTARTS. SOLNL = T (TRUE) IF NONLINEAR SOLUTION EXISTS IN DATABASE. DESIGN CYCLE = THE LAST DESIGN CYCLE (ONLY VALID IN OPTIMIZATION). SENSITIVITY = SENSITIVITY MATRIX GENERATION FLAG. 0FATAL ERROR 1 * * * END OF JOB * * * No Symbolic Replacement variables or values were specified.