MSC Software
F06 Reader
MSC Nastran F06 File Reader, October 14, 2016
System: Windows-7-6.1.7601-SP1

Simulation Report question_icon.png
Nastran version and files found based on provided F06 or automatic execution from Nastran.

The << name >> indicates base Nastran job name used for file searching.

Note that with manual execution and providing F06 the LOG file must be present to find the input deck. As Nastran does not require a particular deck file extension without the LOG file it is indeterminate. Auto execution from Nastran and using OUT= is okay, all files will be found.

Time and date info is extracted from text in the Nastran files and computer file(s) date/time. If they do not match within 1 minute plus run time the File Date/Time is marked red. This may indicate files are out of date or the HTML was not generated automatically (with NASTRAN POST= keyword).
<< abis8b_chk >>

MSC Software
CORP
M S C N a s t r a n
Version 2017.1.2-CL511321
AUG 25, 2017
Intel
MODEL P5-4/5417 (A6119137)
Windows 7 Enterprise 6.1 7601
Compiled for 8664 (SINGLE Mode)

NameNastran Date/TimeFile Date/Time
Deckd:/__ccts_oft/__parts_in_work_toby/_part_folders/4.194000_lrs_abis/__assy_194000-0501/analysis/fea/runs/2.chk/abis8b_chk.bdfTue May 28 09:27:01 2019
F06D:/Test/Test/abis8b_chk.f06Tue May 28 09:39:26 2019Tue May 28 09:40:58 2019
F04D:/Test/Test\abis8b_chk.f04Tue May 28 09:39:26 2019Tue May 28 09:40:58 2019
LogD:/Test/Test\abis8b_chk.logTue May 28 09:41:02 2019Tue May 28 09:41:02 2019

Job Overview question_icon.png
As F06Reader tool evolves this is the primary location for overall contextual information about the job; does it contain contact, unusual PARAMs, something that may indicate poor results but not necessarily FATAL. This 2nd version of F06Reader has additional feedback logic over 2016 version. But do expect some odd or bad messages occasionally. If you find a problem please report it.

Examples:
"Superelement"
Superelement(SE) reporting is problematic due to the various types. Number of SE is easily confused. Logic has been improved to reflect number of SE plus their IDs. Ideally making the information more useful and easier to identify a counting problem.
"Subcases"
Subcases like SE, is based exclusively on found results and may be incomplete if job has FATALs or does not converge.
"General Description"
Messaging here may be generic or blank depending on current code logic, F06 echo, access to F04, LOG and input file. Expect increment improvements in this area.
Solution600MSC Nastran convert into MSC MARC deck.
Elapsed Time
User Time1555.439 seconds ( 0:25:55.439)
Real Time821.201 seconds ( 0:13:41.201)
Sys Time202.083 seconds ( 0:03:22.083)
Information
Superelements0
Subcases (results based)unknown or not provided (Only non-FATAL or converged SUBCASE IDs listed and counted)
General Description
  • FATAL(s): 0, Warning(s): 0 , Other(s): 37. See System/User Messages section below for more details and links to MSC SimCompanion.
  • EPSILON (Experimental) is accumulated round-off error and good indicator of 'Grounding'. This will be placed in dedicated table at a later time. See Linear Static User's Guide Chapter 10, Model Verification for more information. Generally EPSILON less than E-8 is acceptable but larger values may be okay for big or complex models.
      SEQ. NO.,     EPSILON,   EXTERNAL WORK
          1, -1.3492765E-11, 2.5268093E+01, 
          2, -1.1151891E-10, 6.4288313E+01, 
          3, -2.8933065E-11, 5.0519139E+01, 
          4, -6.4617461E-12, 1.8911968E+02, 
          5, -3.7499086E-13, 9.6534427E+03, 
          6, -3.8007517E-13, 1.4404236E+03, 
          7, -3.3767467E-13, 6.7045310E+02, 

Nastran File and System Parameter Echo question_icon.png
Copy of the Nastran File and System Parameter Echo (NFSPE) in the f06
NASTRAN BUFFSIZE=65537 $(C:/APPL/MSC/NASTRAN/20171/CONF/NAST20171.RCF[15]) NASTRAN NLINES=999999 $(C:/APPL/MSC/NASTRAN/20171/CONF/NAST20171.RCF[30]) NASTRAN PARALLEL=6 $(C:/APPL/MSC/NASTRAN/20171/CONF/NAST20171.RCF[31]) $ SUPPRESS WRITING LOAD DATA TO THE XDB, REDUCES SIZE $(C:/APPL/MSC/NASTRAN/2017 $ SUPPRESS WRITING LOAD DATA TO OP2, REDUCES SIZE $(C:/APPL/MSC/NASTRAN/20171/CO $=============================================================================== $ CCTS LRS ABIS, CC1-194000, ASSEMBLY MODEL $=============================================================================== $ $ THIS MODEL IS USED FOR THE STRESS ANALYSIS OF 40 PARTS INCLUDED IN THE $ 194000 ANALYSIS PACKAGE. OTHER RELATED PACKAGES THAT INCLUDE ADJOINING $ PARTS ARE 193000, 194325, AND 194344. EACH ANALYSIS PACKAGE HAS A $ FORMAL STRESS REPORT THAT LISTS THE SAFETY MARGINS AND STRESS ANALYSIS $ DOCUMENTATION. $ $ MODEL IS DIVIDED INTO 6 MAIN REGIONS. $ $ REGION NUMBERING SCHEME: $ ------------------------ $ 1) TUBES_INNER_BAG ----------> 100001-200000 $ 2) TUBES_OUTER_BAG ----------> 200001-300000 $ 3) TUBE_SUPPORT_BRACKETS ----> 300001-700000 $ 4) BRACKET_PARTS_HARDWARE----> 800001-900000 $ 5) MPC ----------------------> 900001-1000000 $ 6) COMMAND VALVE BRACKETS ---> 1000001-3000000 $ $ UPDATE HISTORY: $ --------------- $ - 2015: MODEL CREATED BY SHOLA AWOYALE, 2015 $ - 2019_MAY: MODEL UPDATE $ 1) CHANGED COMMAND VALVE PANELS (6X) $ 2) CONVERTED FROM FEMAP TO PATRAN $ 3) ADDED NEW ATCS PANEL AND ATCS VALVE BRACKET (146410) $ $ $=============================================================================== $NASTRAN SYSTEM(444)=9 $ ALLOW INTEGER IN REAL FIELD $NASTRAN XMSG=0 $ GIVE EXTENDED ERROR MESSAGES (0=OFF,1=ON) $NASTRAN INDEX=19 $ SETS INDEXING FOR PATRAN WITH SOL 400 $NASTRAN STPFLG=0 $ KEEP STANDARD SUBCASE/STEP LAYOUT $NASTRAN OP2NEW=0 $ SET OP2 VERSION INFO (0=OLD, 1=NEW, >2004) $NASTRAN SEGLOG=1 $ SET STS CONTACT PENALTY LOGIC (0=OLD, 1=NEW, >=2017)) $NASTRAN QRMETH=5 $ CONVERT SHELLS TO CQUADR FORMULATION $===============================================================================

Executive Control Echo question_icon.png
Copy of the Executive Control Echo in the f06
SOL SESTATIC GEOMCHECK SUMMARY CEND

Case Control Echo question_icon.png
Copy of the Case Control Echo in the f06
1 $======================================================================= ======== 2 $ SET DEFINITIONS 3 $ 11 = COMMAND VALVE PANEL ELEMENTS (SOLID) 4 $ 13 = TUBE SUPPORT BRACKET ELEMENTS (SHELL) 5 $ 15 = ALL BRACKET ELEMENTS 6 $ 21 = ALL TUBE ELEMNENTS (BAR/BEAM) 7 $ 31 = ALL CBUSH ELEMENTS 8 $ 32 = ALL CBUSH GRIDS 9 $ 41 = ALL CVB PART JOINT GRIDS 10 $ 51 = ALL P-CLAMP JOINT SPACER BARS 11 $ 101 = ALL BAR/BUSH ELEMENT 12 $ 102 = ALL BAR/BUSH GRIDS 13 $======================================================================= ======== 14 $INCLUDE ../inc/abis2a_sets.dat 15 $======================================================================= ======== 16 $ SET DEFINITIONS 17 $ 11 = COMMAND VALVE PANEL ELEMENTS (SOLID) 18 $ 13 = TUBE SUPPORT BRACKET ELEMENTS (SHELL) 19 $ 15 = ALL BRACKET ELEMENTS 20 $ 21 = ALL TUBE ELEMNENTS (BAR/BEAM) 21 $ 31 = ALL CBUSH ELEMENTS 22 $ 32 = ALL CBUSH GRIDS 23 $ 41 = ALL CVB PART JOINT GRIDS 24 $ 51 = ALL P-CLAMP JOINT SPACER BARS 25 $ 101 = ALL BAR/BUSH ELEMENT 26 $ 102 = ALL BAR/BUSH GRIDS 27 $======================================================================= ======== 28 $ ELEMENTS (AND CONNECTORS) FOR GROUP : E1_ALL_BRACKETS_CV 29 SET 11 = 1000001 THRU 2108582,2108583 30 $======================================================================= ======== 31 $ NODES FOR GROUP : E1_ALL_BRACKETS_CV 32 SET 12 = 800260 THRU 813573,1000001 THRU 1139449,1139518 THRU 1139538, 33 1139573 THRU 1139794,1139847 THRU 1139898,1139977 THRU 1140004,1140041, 34 1140042 THRU 1140081,1140088,1140110 THRU 1140348,1140354 THRU 1140724, 35 1140730 THRU 1141132,1141138 THRU 1149973,1150061 THRU 1161285,1161291, 36 1161292 THRU 1161891,1161980 THRU 1175609,1175632 THRU 1175653,1175687, 37 1175688 THRU 1178784,1179042 THRU 1179319,1179486 THRU 1183173,1183187, 38 1183188 THRU 1186226,1186238 THRU 1186980,1186996 THRU 1200652,1200731, 39 1200732 THRU 1202133,1202282 THRU 1360460,1360503 THRU 1360530,1360547, 40 1360548 THRU 1360853,1361036 THRU 1361056,1361089 THRU 1361209,1361238, 41 1361239 THRU 1361499,1361513 THRU 1363941,1363955 THRU 1364292,1364306, 42 1364307 THRU 1367295,1367370 THRU 1379521,1379527 THRU 1381241,1381253, 43 1381254 THRU 1382474,1382547 THRU 1398792,1398870 THRU 1401903,1402609, 44 1402610 THRU 1407789,1407821 THRU 1411807,1411841 THRU 1412606,1412626, 45 1412627 THRU 1429571,1429654 THRU 1429742,1429911 THRU 1589817,1589858, 46 1589859 THRU 1589883,1589900 THRU 1590209,1590392 THRU 1590410,1590445, 47 1590446 THRU 1590544,1590573 THRU 1590832,1590846 THRU 1593464,1593478, 48 1593479 THRU 1593825,1593839 THRU 1596770,1596850 THRU 1609647,1609653, 49 1609654 THRU 1611313,1611327 THRU 1612606,1612685 THRU 1628936,1629014, 50 1629015 THRU 1632072,1632766 THRU 1638086,1638120 THRU 1641896,1641926, 51 1641927 THRU 1642745,1642767 THRU 1660109,1660189 THRU 1660278,1660376, 52 1660377 THRU 1660428,1660506 THRU 1823261,1823286 THRU 1823301,1823326, 53 1823327 THRU 1823386,1823403 THRU 1823466,1823483 THRU 1823639,1823846, 54 1823847 THRU 1824035,1824062 THRU 1824290,1824304 THRU 1824678,1824692, 55 1824693 THRU 1827456,1827470 THRU 1828841,1828855 THRU 1828953,1829020, 56 1829021 THRU 1847348,1847364 THRU 1871702,1871786 THRU 1873449,1873477, 57 1873478 THRU 1875914,1875944 THRU 1879675,1880422 THRU 1882357,1882454, 58 1882455 THRU 1885184,1885282 THRU 1885953,1885975 THRU 1888796,1888818, 59 1888819 THRU 1897074,1897152 THRU 1898087,1898165 THRU 1960871,1960873, 60 1960874 THRU 2001458,2001460 THRU 2054470,2054513 THRU 2054538,2054555, 61 2054556 THRU 2054872,2055055 THRU 2055073,2055110 THRU 2055213,2055240, 62 2055241 THRU 2055527,2055541 THRU 2058137,2058151 THRU 2058541,2058555, 63 2058556 THRU 2061653,2061731 THRU 2074464,2074470 THRU 2076221,2076233, 64 2076234 THRU 2077474,2077549 THRU 2093580,2093658 THRU 2096760,2097474, 65 2097475 THRU 2102782,2102816 THRU 2106483,2106515 THRU 2107322,2107344, 66 2107345 THRU 2124344,2124428 THRU 2124516,2124623 THRU 2124670,2124749, 67 2124750 THRU 2564523,2564525,2564558 THRU 2564565,2564567,2564592, 68 2564593 THRU 2564609,2564724 THRU 2564740,2564887 THRU 2564893,2564978, 69 2564979 THRU 2564989,2565034 THRU 2566135,2566143 THRU 2566156,2566158, 70 2566159 THRU 2566166,2566168 THRU 2566176,2566196 THRU 2566830,2566865, 71 2566866 THRU 2566920,2567013,2567014,2567015,2567023 THRU 2567032, 72 2567101,2567125 THRU 2567234,2567303 THRU 2567323,2567561 THRU 2584412, 73 2584426 THRU 2584955,2584967 THRU 2585041,2585533,2585704 THRU 2585943, 74 2585990 THRU 2586638,2586809,2586810,2586812,2586813,2586815,2586816, 75 2587471 THRU 2590851,2591441 THRU 2594718,2595046,2595047,2595216, 76 2595217 THRU 2596742,2597100 THRU 2608398,2608453 THRU 2613034,2613169, 77 2613170 THRU 2614403,2614428 THRU 2621238,2621269 THRU 2633073,2633124, 78 2633125 THRU 2686712,2686733 THRU 2689339,2689356 THRU 2695044,2695056, 79 2695057 THRU 2696006,2696017 THRU 2725614,2725641 THRU 2737752,2737962, 80 2737963 THRU 2738631,2738641 THRU 2739136,2739207 THRU 2747148,2747327, 81 2747328 THRU 2751174,2751807 THRU 2766447,2766448 82 $======================================================================= ======== 83 $ ELEMENTS (AND CONNECTORS) FOR GROUP : E1_ALL_BRACKETS_TUBE 84 SET 13= 300001 THRU 329911,329912 85 $======================================================================= ======== 86 $ NODES FOR GROUP : E1_ALL_BRACKETS_TUBE 87 SET 14= 29 THRU 42,300001 THRU 300468,300470 THRU 300582,300595, 88 300596 THRU 302077,302079 THRU 302156,302161 THRU 302218,302220, 89 302221 THRU 302743,302745 THRU 302907,302909 THRU 303143,303145, 90 303146 THRU 311754,311771 THRU 311831,311833 THRU 312187,312189, 91 312190 THRU 315857,315859 THRU 315874,315876 THRU 315881,315883, 92 315884 THRU 315899,315901 THRU 315906,315908 THRU 315923,315925, 93 315926 THRU 317758,317760 THRU 317765,317767 THRU 317904,317906, 94 317907 THRU 317922,317924 THRU 317929,317931 THRU 317946,317948, 95 317949 THRU 320858,320860 THRU 320950,320952 THRU 320977,320980, 96 320981 THRU 321099,321101 THRU 321144,321146 THRU 321584,321586, 97 321587 THRU 321609,321611 THRU 322117,322122 THRU 322241,322243, 98 322244 THRU 322286,322288 THRU 323257,323260 THRU 323379,323381, 99 323382 THRU 323424,323426 THRU 324835,324837 THRU 325295,325297, 100 325298 THRU 325815,325817 THRU 325959,325961 THRU 326795,326797, 101 326798 THRU 326859,326884 THRU 327305,327307 THRU 327316,327318, 102 327319 THRU 327550,327575 THRU 327985,327987 THRU 327997,327999, 103 328000 THRU 328241,328266 THRU 328676,328678 THRU 328688,328690, 104 328691 THRU 328932,328957 THRU 329367,329369 THRU 329379,329381, 105 329382 THRU 329623,329648 THRU 330069,330071 THRU 330080,330082, 106 330083 THRU 330314,330339 THRU 330749,330751 THRU 330761,330763, 107 330764 THRU 330963,800043 THRU 800258,800259 108 $======================================================================= ======== 109 $ ELEMENTS (AND CONNECTORS) FOR GROUP : ALL__BRACKETS 110 SET 15 = 300001 THRU 329912,1000001 THRU 2108582,2108583 111 $======================================================================= ======== 112 $ ELEMENTS (AND CONNECTORS) FOR GROUP : ALL__TUBES 113 SET 21 = 100001 THRU 102440,200001 THRU 202567,202568 114 $======================================================================= ======== 115 $ ELEMENTS (AND CONNECTORS) FOR GROUP : ALL_CBUSH 116 SET 31 = 1001 THRU 1056,1058 THRU 1071,800004,800005,800006 117 $======================================================================= ======== 118 $ NODES FOR GROUP : ALL_CBUSH 119 SET 32 = 101 THRU 129,1030 THRU 1100,1116,1120,1124,1125,1126, 120 1129,1130,1131,1132,100291,200380,800002 THRU 800034,813574, 121 813575,813576 122 $======================================================================= ======== 123 $ NODES FOR GROUP : N3_ALL_JOINTS_CVB_PARTS 124 SET 41 = 813600 THRU 813605,813617,813618,813637 THRU 813641,813652, 125 813653,813654,813673 THRU 813678,813689,813690,813692,813693,813694, 126 813695,813713,813724,813725,813726,813745 THRU 813750,813761,813762, 127 813769,813770,813788 THRU 813792,832728 THRU 832735,832737 THRU 832741, 128 832742 129 $======================================================================= ======== 130 $ NODES FOR GROUP : ALL_SPACER_BARS 131 SET 51 = 111 THRU 118,130,1116,1120,1124,1125,1126,1129,1130,1131,1132, 132 813577 THRU 813582,813583 133 $======================================================================= ======== 134 $ ELEMENTS (AND CONNECTORS) FOR GROUP : ALL_BAR 135 SET 101= 1001 THRU 1071,50001 THRU 50024,100001 THRU 102440,200001, 136 200002 THRU 202568,800001 THRU 800016,800020 THRU 800027,800032, 137 800033 THRU 800046,800048 THRU 800072,800074 THRU 800099,800101, 138 800102 THRU 800126,800128 THRU 800153,800155 THRU 800166,800173, 139 800174 THRU 800186,800188 THRU 800199,810145,810146,810147,810148 140 $======================================================================= ======== 141 $ NODES FOR GROUP : ALL_BAR 142 SET 102=101 THRU 157,1030 THRU 1100,1116,1120,1124,1125,1126,1129,1130, 143 1131,1132,100001 THRU 100040,100042 THRU 100097,100099 THRU 100107, 144 100109 THRU 100182,100184 THRU 100193,100195 THRU 100300,100302, 145 100303 THRU 100329,100331 THRU 100342,100344 THRU 100359,100361, 146 100362 THRU 100447,100449,100450,100452 THRU 100479,100481 THRU 100640, 147 100642 THRU 100776,100778,100779,100781 THRU 100813,100815 THRU 100942, 148 100944 THRU 100987,100989,100991 THRU 101240,101242 THRU 101288,101290, 149 101291,101292,101294 THRU 101394,101396,101397,101399,101400,101402, 150 101403 THRU 101496,101498,101499,101502,101503,101504,101506, 151 101507 THRU 101761,101763,101764,101766 THRU 101836,101838 THRU 101913, 152 101915 THRU 101919,101921,101922,101923,101927 THRU 102214,102216, 153 102218 THRU 102245,102247 THRU 102440,200001 THRU 200041,200043, 154 200044 THRU 200090,200093 THRU 200168,200170,200171,200173 THRU 200259, 155 200261,200262,200263,200264,200266 THRU 200318,200320 THRU 200375, 156 200377 THRU 200443,200445,200446,200448 THRU 200570,200572 THRU 200611, 157 200613 THRU 200754,200756 THRU 200834,200836,200838 THRU 200924,200926, 158 200927 THRU 200967,200969 THRU 201183,201185 THRU 201272,201274, 159 201275 THRU 201298,201300,201302 THRU 201492,201494 THRU 201511,201513, 160 201514 THRU 201526,201528 THRU 201613,201615,201616,201617,201618, 161 201621 THRU 201638,201640 THRU 201893,201895,201896,201897,201899, 162 201900,201902 THRU 201915,201917 THRU 202067,202070,202071,202072, 163 202074,202076 THRU 202331,202334 THRU 202387,202389 THRU 202451,202453, 164 202454 THRU 202568,800002 THRU 800042,813574 THRU 813598,813600,813601, 165 813602,813603,813606 THRU 813616,813619 THRU 813633,813635 THRU 813640, 166 813642 THRU 813651,813655 THRU 813669,813671 THRU 813676,813679, 167 813680 THRU 813688,813691 THRU 813709,813711,813712,813714 THRU 813723, 168 813727 THRU 813741,813743 THRU 813748,813751 THRU 813760,813771, 169 813772 THRU 813784,813786,813787,813790 THRU 813802,832728 THRU 832734, 170 832735 171 $ 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 172 $======================================================================= ======== 173 $END OF INCLUDE FILE ../inc/abis2a_sets.dat 174 $======================================================================= ======== 175 TITLE = CCTS LRS ABIS, 194000-0501, OFT 176 $======================================================================= ======== 177 ECHO = NONE 178 $RIGID = LAGR 179 RIGID = LINEAR 180 AUTOSPC(RESIDUAL,NOPRINT) = YES 181 GROUNDCHECK = YES 182 $======================================================================= ======== 183 DISPLACEMENT(PLOT) = ALL 184 SPCFORCES(PLOT) = ALL 185 STRESS(PLOT) = 15 186 FORCE(PLOT) = 101 187 MPCFORCE(PLOT) = ALL 188 $BOUTPUT(PLOT) = NONE 189 $---------------------------------------------------- 190 $ RESULT SUMMARY TABLE REQUESTS, LINEAR 191 $---------------------------------------------------- 192 $MAXMIN(DEF) DISP MAGT MAXA(5) BRIEF 193 $MAXMIN(DEF) SPCF T1 T2 T3 MAGT R1 R2 R3 MAGR ALL(5) BRIEF 194 $MAXMIN(DEF) FORCE(BAR,6,7,8) MAXA(5) BRIEF 195 $MAXMIN(DEF) FORCE(BEAM,6,7,8) MAXA(5) BRIEF 196 $MAXMIN(DEF) STRESS(QUAD4,7,8,9,15,16,17) MINA(5) MAXA(3) FULL 197 $MAXMIN(DEF) STRESS(QUAD4C,9,11,17,19) MAXA(3) BRIEF 198 $MAXMIN(DEF) STRESS(TETRA, 8,13) MAXA(5) BRIEF 199 $MAXMIN(BOTH,CENTER,FIBER) = ALL 200 $======================================================================= ======== 201 $ PRIMARY LOAD CASES (7X) 202 $======================================================================= ======== 203 SUBCASE 101 204 SUBTITLE = MAC_GX47 205 SPC = 2 206 LOAD = 3105 207 SUBCASE 102 208 SUBTITLE = MAC_GY47 209 SPC = 2 210 LOAD = 3107 211 SUBCASE 103 212 SUBTITLE = MAC_GZ47 213 SPC = 2 214 LOAD = 3109 215 $------------------------------------------ 216 SUBCASE 201 217 SUBTITLE = TUBE_BEND_FORCES 218 SPC = 2 219 LOAD = 3111 220 $------------------------------------------ 221 SUBCASE 301 222 SUBTITLE = THERMAL_BLOWDOWN 223 SPC = 2 224 TEMPERATURE(LOAD) = 3101 225 SUBCASE 302 226 SUBTITLE = THERMAL_COLD 227 SPC = 2 228 TEMPERATURE(LOAD) = 3102 229 SUBCASE 303 230 SUBTITLE = THERMAL_HOT 231 SPC = 2 232 TEMPERATURE(LOAD) = 3103 233 $======================================================================= ======== 234 $ LOAD CASE COMBINATIONS (27X) 235 $======================================================================= ======== 236 $----------------------------------------------------------- 237 $ MAC LOAD COMBINATIONS (.5,1,.5), NO PRESSURE, NO THERMAL 238 $----------------------------------------------------------- 239 $ SUBCOM 411 240 $ SUBTITLE = MAC_COMBO_515(+++) 241 $ SUBSEQ = 0.5,1.,0.5, 0., 0.,0.,0. 242 $ SUBCOM 412 243 $ SUBTITLE = MAC_COMBO_515(---) 244 $ SUBSEQ = -0.5,-1.,-0.5, 0., 0.,0.,0. 245 $ SUBCOM 413 246 $ SUBTITLE = MAC_COMBO_515(++-) 247 $ SUBSEQ = 0.5,1.,-0.5, 0., 0.,0.,0. 248 $ SUBCOM 414 249 $ SUBTITLE = MAC_COMBO_515(--+) 250 $ SUBSEQ = -0.5,-1.,0.5, 0., 0.,0.,0. 251 $ SUBCOM 415 252 $ SUBTITLE = MAC_COMBO_515(+-+) 253 $ SUBSEQ = 0.5,-1.,0.5, 0., 0.,0.,0. 254 $ SUBCOM 416 255 $ SUBTITLE = MAC_COMBO_515(-+-) 256 $ SUBSEQ = -0.5,1.,-0.5, 0., 0.,0.,0. 257 $ SUBCOM 417 258 $ SUBTITLE = MAC_COMBO_515(+--) 259 $ SUBSEQ = 0.5,-1.,-0.5, 0., 0.,0.,0. 260 $ SUBCOM 418 261 $ SUBTITLE = MAC_COMBO_515(-++) 262 $ SUBSEQ = -0.5,1.,0.5, 0., 0.,0.,0. 263 $ $----------------------------------------------------------- 264 $ $ MAC LOAD COMBINATIONS (.5,.5,1), NO PRESSURE, NO THERMAL 265 $ $----------------------------------------------------------- 266 $ SUBCOM 421 267 $ SUBTITLE = MAC_COMBO_551(+++) 268 $ SUBSEQ = 0.5,0.5,1., 0., 0.,0.,0. 269 $ SUBCOM 422 270 $ SUBTITLE = MAC_COMBO_551(---) 271 $ SUBSEQ = -0.5,-0.5,-1., 0., 0.,0.,0. 272 $ SUBCOM 423 273 $ SUBTITLE = MAC_COMBO_551(++-) 274 $ SUBSEQ = 0.5,0.5,-1., 0., 0.,0.,0. 275 $ SUBCOM 424 276 $ SUBTITLE = MAC_COMBO_551(--+) 277 $ SUBSEQ = -0.5,-0.5,1., 0., 0.,0.,0. 278 $ SUBCOM 425 279 $ SUBTITLE = MAC_COMBO_551(+-+) 280 $ SUBSEQ = 0.5,-0.5,1., 0., 0.,0.,0. 281 $ SUBCOM 426 282 $ SUBTITLE = MAC_COMBO_551(-+-) 283 $ SUBSEQ = -0.5,0.5,-1., 0., 0.,0.,0. 284 $ SUBCOM 427 285 $ SUBTITLE = MAC_COMBO_551(+--) 286 $ SUBSEQ = 0.5,-0.5,-1., 0., 0.,0.,0. 287 $ SUBCOM 428 288 $ SUBTITLE = MAC_COMBO_551(-++) 289 $ SUBSEQ = -0.5,0.5,1., 0., 0.,0.,0. 290 $ $----------------------------------------------------------- 291 $ $ MAC LOAD COMBINATIONS (1,.5,.5), NO PRESSURE, NO THERMAL

MSC Nastran Bulk Data Summary Section
Model Params question_icon.png
List of PARAMs set in the input deck or in some cases RC/RCF file.

Retrieving PARAM values is difficult. Current method is to first get values from deck echo in the F06 file. If ECHO=NONE no values are present in F06. In this case, if the input file is recognized, an attempt to get PARAM values from that source will be tried and marked "--from input file". Values will not be retrieved from RCF or command line.
ParamValue
OGEOMNO -- from input file
CHECKOUT
Default = NO
CHECKOUT=YES requests a model checkout in SOLs 101 through 200. See Geometry Processing in SubDMAP PHASE0 (p. 345) in the MSC Nastran Reference Manual. The run will terminate prior to phase 1 of superelement analysis. More information in QRG.
NO -- from input file
PRTMAXIM
Default = NO
PRTMAXIM controls the printout of the maximums of applied loads, single-point forces of constraint, multipoint forces of constraint, and displacements. The printouts are titled “MAXIMUM APPLIED LOADS”, “MAXIMUM SPCFORCES”, “MAXIMUM MPCFORCES”, and “MAXIMUM DISPLACEMENTS”.
YES -- from input file
GRDPNT
Default = -1
GRDPNT > -1 will cause the grid point weight generator to be executed. The default value (GRDPNT = -1) suppresses the computation and output of this data. GRDPNT specifies the identification number of the grid point to be used as a reference point. If GRDPNT = 0 or is not a defined grid point, the reference point is taken as the origin of the basic coordinate system. All fluid-related masses and masses on scalar points are ignored…
More information in QRG.
0 -- from input file
Model Summary question_icon.png
List of Bulk Data cards or entries used in this run and how many.

These can be linked to Nastran QRG (Quick Reference Guide) on local machine using Index QRG on F06Reader interface.
Superelement = 0
Entity TypeNumber in ModelEntity TypeNumber in ModelEntity TypeNumber in Model
CBEAM5213CBUSH74CONM221
CORD2R121CQUAD429564CTETRA1118528
CTRIA3348FORCE223GRAV3
GRID1821692LOAD4MAT111
MDLPRM1PARAM4PBEAM6
PBEAML29PBUSH72PSHELL11
PSOLID7RBE2164SPC14
SPCADD1TEMP15501TEMPD3

Ground Check Results question_icon.png
Checks that the stiffness matrix for each set has no unintentional constraints.

Rotational failures can be due to the rotation point. Default is 0,0,0 of Coord 0. Using GROUNDCHECK GRID= options and specifying a GRID near the center of the model will sometimes resolve rotation failures.
DOF SetG-SET
DirectionStrain EnergyPass / Fail
12.8636E-07PASS
21.2173E-07PASS
38.2521E-08PASS
40.00032564PASS
50.006576PASS
60.013603PASS
Limits 0.247


System, User, & Fatal Messages question_icon.png
List of all User INFORMATION, WARNING and FATALs. Order is as they are found in F06 file, top to bottom.

Warnings are blue and Fatals are red. Both have pop-up with a link to SimCompanion. Many have additional text information or recommendations.

Click on the arrow under + column to see more than 2 lines.
InfoTotal: 37
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK PVT, TRAILER[101, 28, 0, 0, 0, 0, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK CASECC, TRAILER[102, 7, 0, 1762, 0, 0, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK CSTM, TRAILER[104, 1821692, 121, 1, 1, 1452, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK GEOM1Q, TRAILER[101, 0, 2048, 8, 0, 0, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK EPT, TRAILER[101, 4, 768, 0, 1024, 0, 16])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK MPT, TRAILER[102, 32768, 0, 0, 0, 0, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK GEOM2, TRAILER[103, 2, 64, 0, 9760, 0, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK GEOM3, TRAILER[104, 0, 0, 80, 136, 32768, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK GEOM4, TRAILER[105, 0, 0, 0, 96, 2048, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK GEOM1, TRAILER[101, 0, 2048, 8, 0, 0, 0])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeInput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK EDT, TRAILER[103, 0, 0, 0, 0, 0, 4])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeOutput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK OGPWG, TRAILER[101, 0, 0, 0, 0, 0, 1])
*** USER INFORMATION MESSAGE 7570 (GPWG1S) RESULTS OF RIGID BODY CHECKS OF MATRIX KGG (G-SET) FOLLOW: PRINT RESULTS IN ALL SIX DIRECTIONS AGAINST THE LIMIT OF 2.470003E-01 DIRECTION STRAIN ENERGY PASS/FAIL --------- ------------- --------- 1 2.863607E-07 PASS 2 1.217253E-07 PASS 3 8.252076E-08 PASS 4 3.256420E-04 PASS 5 6.575961E-03 PASS 6 1.360350E-02 PASS
*** SYSTEM INFORMATION MESSAGE 4159 (DFMSA) THE DECOMPOSITION OF KLL YIELDS A MAXIMUM MATRIX-TO-FACTOR-DIAGONAL RATIO OF 4.685209E+04
*** USER INFORMATION MESSAGE 5293 (SSG3A) FOR DATA BLOCK KLL LOAD SEQ. NO. EPSILON EXTERNAL WORK EPSILONS LARGER THAN 0.001 ARE FLAGGED WITH ASTERISKS 1 -1.3492765E-11 2.5268093E+01 2 -1.1151891E-10 6.4288313E+01 3 -2.8933065E-11 5.0519139E+01 4 -6.4617461E-12 1.8911968E+02 5 -3.7499086E-13 9.6534427E+03 6 -3.8007517E-13 1.4404236E+03 7 -3.3767467E-13 6.7045310E+02
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeOutput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK OUG1, TRAILER[101, 0, 102014752, 0, 0, 0, 2])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeOutput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK OES1X, TRAILER[102, 63, 5, 28, 19, 0, 2])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeOutput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK OEF1X, TRAILER[103, 63, 5, 28, 19, 0, 2])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeOutput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK OQG1, TRAILER[102, 0, 102014752, 0, 0, 0, 2])
*** USER INFORMATION MESSAGE 3 (crdb::nastran::Processor::writeOutput)
*** USER INFORMATION MESSAGE (WRITE DATA BLOCK OQMG1, TRAILER[104, 0, 102014752, 0, 0, 0, 2])

Grid Point Weight Generator question_icon.png
Grid Point Weight Generator from the f06 file. Table shows the rigid body mass matrix [M O], transformation matrix [S],principal masses with their centers of gravity, Inertia matrix [I(S)],Principal Inertias [I(Q)], and the transformation matrix [Q].
Reference Point = 0
M 0
105.23-2.6233E-177.4478E-17-1.9102E-15 1849 -939.08
-2.6233E-17 105.233.3251E-17 -1849-4.1161E-14 23931
7.4478E-173.3251E-17 105.23 939.08 -23931-1.4411E-14
-1.9102E-15 -1849 939.084.8834E+05-2.0716E+05-4.4176E+05
1849-4.1161E-14 -23931-2.0716E+055.7511E+06 37202
-939.08 23931-1.4411E-14-4.4176E+05 372025.6358E+06
S
1 0 0
0 1 0
0 0 1
Direction
Mass Axis System (S)MassX-C.G.Y-C.G.Z-C.G.
X 105.23-1.8154E-17 8.9244 17.572
Y 105.23 227.43-3.9117E-16 17.572
Z 105.23 227.43 8.9244-1.3695E-16
I(S)
4.4747E+05 -6409.7 21236
-6409.72.7596E+05 -53704
21236 -537041.8477E+05
I(Q)
3.0075E+05------
---4.492E+05---
------1.5824E+05
Q
-0.020654 0.996910.075759
-0.908690.012884-0.41728
-0.41697-0.07746 0.90561

OLOAD Resultant Table Output question_icon.png
Summation of the all loads applied to the model from F06 file. This should be used in conjunction with SPCFORCE RESULTANT to check the model is in equilibrium, no grounding, and if loads are reasonable or expected. Both SPCFORCE RESULTANT and OLOAD RESULTANT are taken about the same point. This point in the model can be controlled through PARAM, GRDPNT,x. If GRDPNT is not provided summation point is origin of the basic coordinate system.
IDTYPET1T2T3R1R2R3
101FX 4945.6--------- 86905 -44137
FY----1.3758E-15---9.4866E-14----3.2568E-13
FZ------5.1246E-15-2.2772E-13-1.2186E-12---
MX--------- 0------
MY------------ 0---
MZ--------------- 0
TOTALS 4945.6-1.3758E-155.1246E-15-1.3285E-13 86905 -44137
IDTYPET1T2T3R1R2R3
102FX-2.1446E-15----------1.4236E-134.8074E-13
FY--- 4945.6--- -86905---1.1248E+06
FZ-------1.943E-144.6819E-144.6093E-12---
MX--------- 0------
MY------------ 0---
MZ--------------- 0
TOTALS-2.1446E-15 4945.6-1.943E-14 -869054.467E-121.1248E+06
IDTYPET1T2T3R1R2R3
103FX1.6321E-16----------5.5199E-132.1853E-13
FY----1.874E-15---4.1922E-13----4.4906E-13
FZ------ 4945.6 44137-1.1248E+06---
MX--------- 0------
MY------------ 0---
MZ--------------- 0
TOTALS1.6321E-16-1.874E-15 4945.6 44137-1.1248E+06-2.3053E-13
IDTYPET1T2T3R1R2R3
201FX 1088.7--------- -13594 -19701
FY--- 313.12--- 9365.9--- 71766
FZ------ 349.14 -2095.5 -72728---
MX--------- 0------
MY------------ 0---
MZ--------------- 0
TOTALS 1088.7 313.12 349.14 7270.4 -86322 52066
IDTYPET1T2T3R1R2R3
301FX-5.7213E-12--------- 66755 -27043
FY----2.2902E-12--- 89133--- 27043
FZ------1.1517E-12 -89133 -66755---
MX--------- 0------
MY------------ 0---
MZ--------------- 0
TOTALS-5.7213E-12-2.2902E-121.1517E-123.4925E-097.1304E-10-6.039E-10
IDTYPET1T2T3R1R2R3
302FX3.6009E-12--------- 25786 -10446
FY---9.0785E-12--- 34430--- 10446
FZ------4.1248E-13 -34430 -25786---
MX--------- 0------
MY------------ 0---
MZ--------------- 0
TOTALS3.6009E-129.0785E-124.1248E-133.4197E-109.9681E-10-2.0082E-09
IDTYPET1T2T3R1R2R3
303FX-1.0951E-11--------- -17593 7126.9
FY---1.1488E-12--- -23490--- -7126.9
FZ------6.3988E-13 23490 17593---
MX--------- 0------
MY------------ 0---
MZ--------------- 0
TOTALS-1.0951E-111.1488E-126.3988E-13-2.0009E-104.6202E-102.7221E-09

SPC Forces Resultant Table Output question_icon.png
Summation of the all constraints in the model from F06 file.

This should be used in conjunction with OLOAD RESULTANT to check the model is in equilibrium, no grounding, and if loads are reasonable or expected. Both SPCFORCE RESULTANT and OLOAD RESULTANT are taken about the same point. This point in the model can be controlled through PARAM, GRDPNT,x. If GRDPNT is not provided summation point is origin of the basic coordinate system.
IDTYPET1T2T3R1R2R3
101FX -4945.6--------- -82679 42548
FY---2.7424E-09--- 132.49--- 1517.8
FZ------2.8656E-09 -65.824 -3544.2---
MX--------- -66.664------
MY------------ -681.78---
MZ--------------- 71.424
TOTALS -4945.62.7424E-092.8656E-09-2.8285E-07 -86905 44137
IDTYPET1T2T3R1R2R3
102FX-1.1008E-08--------- -350.74 -1850.9
FY--- -4945.6--- 84437----1.1225E+06
FZ------9.0634E-09 1566.2 200.99---
MX--------- 901.93------
MY------------ 149.75---
MZ--------------- -466.48
TOTALS-1.1008E-08 -4945.69.0634E-09 86905-1.6886E-06-1.1248E+06
IDTYPET1T2T3R1R2R3
103FX7.2628E-09--------- 2094.1 -523.44
FY----1.5413E-08--- -1892.5--- 218.49
FZ------ -4945.6 -422051.1223E+06---
MX--------- -39.66------
MY------------ 341.9---
MZ--------------- 304.95
TOTALS7.2628E-09-1.5413E-08 -4945.6 -441371.1248E+06-3.3005E-06
IDTYPET1T2T3R1R2R3
201FX -1088.7--------- 4078.1 20045
FY--- -313.12--- -13262--- -72119
FZ------ -349.14 6409.1 82267---
MX--------- -417.17------
MY------------ -23.008---
MZ--------------- 8.4829
TOTALS -1088.7 -313.12 -349.14 -7270.4 86322 -52066
IDTYPET1T2T3R1R2R3
301FX-2.2322E-08--------- -2687.4 893.19
FY---6.5449E-09--- -1398.9--- -616.68
FZ-------3.2881E-08 1240.9 2910.5---
MX--------- 157.95------
MY------------ -223.06---
MZ--------------- -276.52
TOTALS-2.2322E-086.5449E-09-3.2881E-082.4939E-067.1793E-061.1246E-06
IDTYPET1T2T3R1R2R3
302FX-8.6882E-09--------- -1038.1 345.02
FY---2.6178E-09--- -540.35--- -238.21
FZ-------1.2685E-08 479.34 1124.3---
MX--------- 61.014------
MY------------ -86.165---
MZ--------------- -106.81
TOTALS-8.6882E-092.6178E-09-1.2685E-089.7622E-072.768E-064.5812E-07
IDTYPET1T2T3R1R2R3
303FX5.8852E-09--------- 708.24 -235.39
FY----1.7031E-09--- 368.65--- 162.52
FZ------8.6651E-09 -327.03 -767.03---
MX--------- -41.626------
MY------------ 58.786---
MZ--------------- 72.873
TOTALS5.8852E-09-1.7031E-098.6651E-09-6.6452E-07-1.8933E-06-3.0036E-07

Maximum Displacement Results Table
IDT1T2T3R1R2R3
1010.0868310.0423130.0239370.0275780.0401690.014979
1020.055077 0.18178 0.07508 0.05669 0.092040.023554
1030.0609520.063738 0.15487 0.16355 0.230290.071812
201 0.058420.068795 0.20091 0.10745 0.14570.054222
3010.094649 0.21371 0.19623 0.22565 0.32151 0.08854
3020.036561 0.08255 0.07580.087166 0.124190.034201
3030.0249440.0563190.0517140.0594680.0847310.023334

Maximum SPC Forces Table
IDT1T2T3R1R2R3
101 206 158.29 270.45 40.567 126.69 82.69
102 580.08 438.68 511.55 124.65 78.518 225.36
103 581.63 291.86 524.62 55.161 138.65 76.67
201 116.6 380.48 349.11 67.427 162.46 70.851
301 579.9 280.05 276.87 128.04 52.41 124.66
302 224.01 108.18 106.95 49.46 20.245 48.153
303 152.83 73.805 72.965 33.744 13.812 32.852

Maximum Applied Forces Table
IDT1T2T3R1R2R3
101 289.998.3267E-163.1711E-15 0 0 0
1027.7716E-16 289.992.1316E-14 0 0 0
1032.6907E-152.8422E-14 289.99 0 0 0
201 609 708.39 688.78 0 0 0
301 23910 39640 41543 0 0 0
302 9236.1 15312 16047 0 0 0
303 6301.2 10447 10948 0 0 0

Maximum Displacement vs Maximum SPCForces Results Table
IncrementD1F1D2F2D3F3
1010.086830677205.996110.042312851158.285210.023937428270.45061
1020.055076625580.084190.18178256438.681030.07507973511.55319
1030.060952212581.630570.063738029291.859760.15487495524.62146
2010.058419538116.600540.068795264380.484550.20090521349.10938
3010.094649443579.902440.21370542280.053620.19622967276.86831
3020.036561337224.005640.082550469108.179560.07579991106.94913
3030.024943716152.826280.05631947973.8047460.05171395772.965295

Maximum Displacement vs Maximum SPCForces Plots

F04 Performance question_icon.png
Nastran execution performance information from F04 file. No next run suggestions at this time.

Nastran 2013 RCF default settings have drastically reduced user requests regarding better MEM, BPOOL (new SMEM), etc. In the meantime, to reduce the run time of larger jobs, general suggestion is to try 2 CPUs, add SMP=2 to a run. This may get you a run time reduction of 10 to 20 percent. 4 CPUs might help but on desktops run time may actually increase.
MachineModelOperating SystemSolver VersionBuild DateRun Date
Intel P5-4/5417 (A6119137) Windows 7 Enterprise 6 i8 V2017.1.2 AUG 25, 2017 MAY 28, 2019
Start TimeStop TimeElapsedI/O(MB)Del(MB)CPU SecDel CPU
9:27:259:40:5713:3257135.00.0995.90.0
Memory Spill(SWAP) Check
Minimum Memory Requirement(MB)Memory Available(MB)Memory Required to Avoid Spill(MB)Memory Used by Bend(MB)
520.4098088.066918.8080
Master Directory Loaded in Memory
TypeSize(MB)
User OpenCore(HICORE)0.062
Executive System Work Area0.0
Master(RAM)0.0
Scratch(MEM) Area0.0
Buffer Pool Area0.187
Total MSC Nastran Memory Limit0.249
Memory HI-Water
HiWater Memory Used(MB)HiWater Disk Used(MB)
25432.24737.381
Database Usage Statistics
Logical DBSets
DBSetAllocated(Blocks)Blocksize(Words)Used(Blocks)Used(%)
SCRATCH419440465536970.00
MASTER209715265536600.00
DBALL20971526553640.00
OBJSCR1677721681924540.00
DBSet Files
FileAllocated(Blocks)Allocated(GB)HiWater(Blocks)HiWater(GB)I/O Transferred(GB)
OBJSCR167772161024.004540.0280.032
SCRATCH20971521024.008238040.22546.453
(MEMFILE1000.051000.0490.000)
DBALL20971521024.0040.0020.004
MASTER20971521024.005000.2440.252
SCR30020971521024.002079310.1538.639

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