1 $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $* $* NX V8.0.2.2 TRANSLATOR $* FOR NX NASTRAN VERSION 8.1 $* $* FEM FILE: C:... $* SIM FILE: C:... $* ANALYSIS TYPE: STRUCTURAL $* SOLUTION NAME: SOLUTION 1 $* SOLUTION TYPE: SEMODES 103 $* $* SOLVER INPUT FILE: ..._S-SOLUTI $* CREATION DATE: 28-MAR-2014 $* CREATION TIME: 17:44:42 $* HOSTNAME: ... $* NASTRAN LICENSE: ... $* $* UNITS: MM (MILLI-NEWTON) $* ... LENGTH : MM $* ... TIME : SEC $* ... MASS : KILOGRAM (KG) $* ... TEMPERATURE : DEG CELSIUS $* ... FORCE : MILLI-NEWTON $* ... THERMAL ENERGY : MN-MM (MICRO-JOULE) $* $* WICHTIGER HINWEIS: $* DIESER TITEL WURDE VON NX ERSTELLT, UND DIE |NDERUNG DIESER INFORMATIONEN $* BEEINTR|CHTIG U. U. DIE NACHBEARBEITUNG VON ERGEBNISSEN IN NX. $* $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $* $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $* $* FILE MANAGEMENT $* $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $* $* $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $* $* EXECUTIVE CONTROL $* $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $* 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 2 0 N A S T R A N E X E C U T I V E C O N T R O L E C H O 0 ID,NASTRAN,..._S-SOLUTION_1 SOL 103 CEND 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 3 0 0 C A S E C O N T R O L E C H O COMMAND COUNT 1 $* 2 $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ 3 $* 4 $* CASE CONTROL 5 $* 6 $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ 7 $* 8 ECHO = NONE 9 METHOD = 100 10 OUTPUT 11 DISPLACEMENT(SORT1,PRINT,REAL) = NONE 12 $* NX STEP: SUBCASE - EIGENVALUE METHOD 1 13 SUBCASE 1 14 LABEL = SUBCASE - EIGENVALUE METHOD 1 15 METHOD = 100 16 $* 17 $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ 18 $* 19 $* BULK DATA 20 $* 21 $*$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ 22 $* 23 BEGIN BULK 0 INPUT BULK DATA ENTRY COUNT = 662629 0 TOTAL COUNT= 662580 M O D E L S U M M A R Y NUMBER OF GRID POINTS = 237294 NUMBER OF CBAR ELEMENTS = 19 NUMBER OF CHEXA ELEMENTS = 27965 NUMBER OF CPENTA ELEMENTS = 1301 NUMBER OF CQUAD4 ELEMENTS = 39808 NUMBER OF CTETRA ELEMENTS = 29619 NUMBER OF CTRIA3 ELEMENTS = 583 NUMBER OF RBE2 ELEMENTS = 3 NUMBER OF RBE3 ELEMENTS = 39 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 4 0 *** USER INFORMATION MESSAGE 4109 (OUTPX2) THE LABEL IS NX8.1 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 PVT0 WRITTEN ON FORTRAN UNIT 12, TRL = 101 23 0 0 0 0 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 23 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 19 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 47 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK GPL WRITTEN ON FORTRAN UNIT 12, TRL = 101 237294 237294 0 0 0 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 16386 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 108 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 711953 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK CSTM WRITTEN ON FORTRAN UNIT 12, TRL = 101 237294 2 1 2 24 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 48 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 24 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 84 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK GPDT WRITTEN ON FORTRAN UNIT 12, TRL = 102 237294 10 0 2 0 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 16386 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 307 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 2373108 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK EPT WRITTEN ON FORTRAN UNIT 12, TRL = 101 0 4896 0 67108864 0 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 152 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 44 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 427 WORDS.) 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 5 0 0 *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK MPT WRITTEN ON FORTRAN UNIT 12, TRL = 101 49152 128 0 0 0 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 139 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 34 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 246 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK GEOM2 WRITTEN ON FORTRAN UNIT 12, TRL = 101 0 256 128 8736 128 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 16386 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 235 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 1558132 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK GEOM4 WRITTEN ON FORTRAN UNIT 12, TRL = 103 0 0 0 0 2560 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 2052 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 29 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 3943 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK GEOM1 WRITTEN ON FORTRAN UNIT 12, TRL = 104 0 2048 8 0 0 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 16386 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 347 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 2610478 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK BGPDT WRITTEN ON FORTRAN UNIT 12, TRL = 105 237294 0 1423764 2 0 710856 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 16386 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 426 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 3322345 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK DYNAMICS WRITTEN ON FORTRAN UNIT 12, TRL = 102 256 0 0 0 0 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 30 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 24 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 61 WORDS.) *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK CASECC WRITTEN ON FORTRAN UNIT 12, TRL = 103 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.) 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 6 0 0 *** USER INFORMATION MESSAGE 4114 (OUTPX2) DATA BLOCK EQEXIN WRITTEN ON FORTRAN UNIT 12, TRL = 101 237294 0 0 0 0 0 (MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.) (MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 16386 WORDS.) (NUMBER OF FORTRAN RECORDS WRITTEN = 136 RECORDS.) (TOTAL DATA WRITTEN FOR DATA BLOCK = 949260 WORDS.) *** USER INFORMATION MESSAGE 7555 (EHEXGD) 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. A MINIMUM OF 100 EDGE LENGTH ASPECT RATIO (AR) TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. 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 WARPED FACE COEFFICIENT TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 7 0 TOLERANCE LIMITS ARE: HEX_AR = 100.00, HEX_EPLR = 0.50, HEX_DETJ = 0.00, HEX_WARP = 0.71 (xxxx = LIMIT VIOLATED) LONGEST SHORTEST ASPECT EDGE POINT MIN. JACOBIAN FACE WARP ELEMENT TYPE ID EDGE EDGE RATIO LENGTH RATIO DETERMINANT COEFFICIENT HEXA 620298 2.11 0.02 115.14 xxxx 1.00 0.04 0.98 *** USER INFORMATION MESSAGE 7555 (GMTSTD) FINITE ELEMENT GEOMETRY CHECK RESULTS EXCEED TOLERANCE LEVELS FOR THE FOLLOWING ELEMENTS. A MAXIMUM OF 100 SKEW ANGLE (SA) TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. A MAXIMUM OF 100 MIN INT. ANGLE (IA) TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. A MAXIMUM OF 100 MAX INT. ANGLE (IA) TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. A MAXIMUM OF 100 WARPING FACTOR (WF) TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. A MAXIMUM OF 100 TAPER RATIO (TR) TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 8 0 TOLERANCE LIMITS ARE: SA = 30.00, IA(MIN) = 30.00, IA(MAX) = 150.00, WF = 0.05, TR = 0.50 (xxxx = LIMIT VIOLATED) ELEMENT TYPE ID SKEW ANGLE MIN INT. ANGLE MAX INT. ANGLE WARPING FACTOR TAPER RATIO QUAD4 170160 67.69 58.71 124.60 0.00 0.57 xxxx QUAD4 170283 83.83 81.04 102.20 0.00 0.55 xxxx QUAD4 172304 40.51 39.30 158.25 xxxx 0.00 0.49 QUAD4 174102 40.49 39.28 158.20 xxxx 0.00 0.49 QUAD4 175866 40.43 39.21 158.32 xxxx 0.00 0.49 QUAD4 177618 40.43 39.21 158.32 xxxx 0.00 0.49 QUAD4 179337 40.49 39.29 158.22 xxxx 0.00 0.49 QUAD4 180229 63.48 47.44 146.51 0.00 0.51 xxxx QUAD4 180506 60.18 53.07 149.36 0.00 0.53 xxxx QUAD4 181033 40.51 39.31 158.22 xxxx 0.00 0.49 QUAD4 268266 61.24 46.21 147.69 0.00 0.51 xxxx QUAD4 268279 58.49 42.17 153.17 xxxx 0.00 0.56 xxxx QUAD4 268357 63.17 52.22 147.91 0.00 0.53 xxxx QUAD4 269188 83.24 80.16 103.08 0.00 0.56 xxxx QUAD4 269276 66.97 57.71 125.59 0.00 0.57 xxxx QUAD4 269428 40.54 39.33 158.21 xxxx 0.00 0.49 QUAD4 269442 40.54 39.33 158.22 xxxx 0.00 0.49 QUAD4 269456 40.46 39.25 158.30 xxxx 0.00 0.49 QUAD4 269470 40.47 39.26 158.24 xxxx 0.00 0.49 QUAD4 269486 40.51 39.30 158.22 xxxx 0.00 0.49 QUAD4 269498 40.46 39.25 158.30 xxxx 0.00 0.49 *** USER INFORMATION MESSAGE 7555 (ETETGD) FINITE ELEMENT GEOMETRY CHECK RESULTS EXCEED TOLERANCE LEVELS FOR THE FOLLOWING ELEMENTS. 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 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 9 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 584529 2.21 0.02 146.01 FAIL 1.00 NO TEST NO TEST TETRA 584757 1.57 0.01 112.45 FAIL 1.00 NO TEST NO TEST TETRA 585222 1.38 0.01 105.17 FAIL 1.00 NO TEST NO TEST TETRA 585313 2.13 0.02 132.56 FAIL 1.00 NO TEST NO TEST TETRA 585395 2.21 0.02 146.01 FAIL 1.00 NO TEST NO TEST TETRA 588845 2.13 0.02 132.58 FAIL 1.00 NO TEST NO TEST TETRA 595662 2.21 0.02 145.78 FAIL 1.00 NO TEST NO TEST TETRA 596414 2.14 0.02 141.27 FAIL 1.00 NO TEST NO TEST TETRA 598244 2.14 0.02 141.27 FAIL 1.00 NO TEST NO TEST TETRA 599036 2.13 0.01 153.72 FAIL 1.00 NO TEST NO TEST TETRA 599038 2.14 0.02 141.00 FAIL 1.00 NO TEST NO TEST TETRA 600730 1.54 0.01 105.36 FAIL 1.00 NO TEST NO TEST TETRA 600793 2.13 0.01 153.01 FAIL 1.00 NO TEST NO TEST *** USER INFORMATION MESSAGE 7555 (GMTSTD) FINITE ELEMENT GEOMETRY CHECK RESULTS EXCEED TOLERANCE LEVELS FOR THE FOLLOWING ELEMENTS. A MAXIMUM OF 100 SKEW ANGLE (SA) TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. A MAXIMUM OF 100 MAX INT. ANGLE (IA) TOLERANCE LIMIT VIOLATIONS WILL BE IDENTIFIED AND INDICATED BY xxxx. 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 10 0 TOLERANCE LIMITS ARE: SKEW = 10.00, IA(MAX) = 160.00 (xxxx = LIMIT VIOLATED) ELEMENT TYPE ID SKEW ANGLE MAX INT. ANGLE TRIA3 170046 0.73 xxxx 134.49 TRIA3 170156 1.35 xxxx 117.82 TRIA3 170284 1.33 xxxx 95.53 TRIA3 269068 0.62 xxxx 133.84 TRIA3 269189 1.32 xxxx 96.42 TRIA3 269271 1.34 xxxx 118.81 TRIA3 812555 9.19 xxxx 88.25 TRIA3 815988 9.27 xxxx 87.81 1 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 11 0 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 BAR N/A N/A N/A N/A N/A 0 N/A N/A HEXA N/A 1 N/A N/A 0 N/A 0 0 PENTA N/A 0 N/A N/A 0 N/A 0 0 QUAD4 0 9 0 13 0 N/A N/A N/A TETRA N/A 13 N/A N/A N/A N/A 0 0 TRIA3 8 N/A N/A 0 N/A N/A N/A N/A 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, HEXA ELEMENT ID 620298 PRODUCED LARGEST ASPECT RATIO OF 115.14 (TOLERANCE = 100.00). QUAD4 ELEMENT ID 269276 PRODUCED LARGEST TAPER RATIO OF 0.57 (TOLERANCE = 0.50). QUAD4 ELEMENT ID 175866 PRODUCED LARGEST INTERIOR ANGLE OF 158.32 (TOLERANCE = 150.00). TETRA ELEMENT ID 599036 PRODUCED LARGEST ASPECT RATIO OF 153.72 (TOLERANCE = 100.00). TRIA3 ELEMENT ID 269068 PRODUCED SMALLEST SKEW ANGLE OF 0.62 (TOLERANCE = 10.00). ^^^ USER WARNING MESSAGE 9031 (ERRPH1) ^^^ NOGO ENCOUNTERED IN SUBDMAP SEMG *** 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 MARCH 28, 2014 NX NASTRAN 10/ 6/11 PAGE 12 0 * * * * D B D I C T P R I N T * * * * SUBDMAP = PRTSUM , DMAP STATEMENT NO. 29 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 -------------------------------------------------------------------------------------------------------------------------- 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. 1 * * * END OF JOB * * *