PRINT S NODAL SOLUTION PER NODE 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0 ***** ANSYS Academic Teaching Mechanical ***** POST1 NODAL STRESS LISTING ***** PowerGraphics Is Currently Enabled LOAD STEP= 1 SUBSTEP= 1 TIME= 30.000 LOAD CASE= 0 NODAL RESULTS ARE FOR MATERIAL 1 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ SXZ 1 0.1914115623E-01 0.1748539954 -0.1288773268 0.2394674346E-01 0.1407641768 0.3095032414E-02 2 -0.3508375958E-01 -0.3347384185E-01 -0.2056275681E-01 -0.2743061865E-02 0.1857317835 0.6218591705E-02 3 -0.1416767336E-03 0.1266450137 -0.1265202761 0.6518534065E-04 0.1324063241 0.4826609802E-04 4 0.2638485967E-05 0.1234900057 -0.1233858392 0.2615172889E-05 0.1348144710 0.1645955763E-05 5 -0.2036500700E-04 0.1203727424 -0.1203971803 0.1750418596E-04 0.1373963952 0.1285543362E-05 6 0.6943882909E-05 0.1176298261 -0.1174507737 0.6918457075E-05 0.1400974840 -0.1551086461E-04 7 0.2307167961E-04 0.1147251204 -0.1146765575 0.3004369319E-04 0.1429515332 0.2134093302E-04 8 -0.6293947081E-05 0.1118568927 -0.1118523329 -0.2798372225E-04 0.1457913816 0.1303337376E-04 9 0.4845669537E-05 0.1089477390 -0.1089676768 0.5270977999E-04 0.1485867798 0.6314176062E-06 10 0.4221881682E-04 0.1059795767 -0.1058735996 0.2488833525E-04 0.1512241364 -0.1109433106E-04 (die Zeilen 11 bis 8993 habe ich gelöscht; wegen der besseren Übersicht!) 8994 0.7910244167E-01 0.9543480352E-02 -1.099648595 0.5593166873E-01 -0.9927545674E-02 0.4406875744E-01 8995 -0.7793461531E-01 -0.5063182674E-02 -0.7295854390E-02 -0.5296867806E-02 -0.4071338568E-02 -0.4725394305E-02 8996 -0.3456566483E-01 0.1387644297E-03 0.1596501388E-03 -0.3621358192E-02 -0.1001323340E-02 -0.2541088499E-02 8997 -0.1514737029E-01 -0.6368999020E-03 0.8726647939E-03 -0.2068556147E-02 0.4035112943E-04 -0.1108606928E-02 8998 -0.3629986895E-02 -0.2940670238E-03 0.2617946302E-03 -0.1008285210E-02 -0.1919388596E-03 0.7264873711E-03 8999 0.3194985678E-02 0.1140566310E-02 0.5248000380E-03 0.5019636010E-03 -0.3450382792E-03 0.9540856699E-03 9000 -0.5231961235E-01 0.1793406089E-02 0.1164598740E-02 -0.3052812070E-02 -0.2403564431E-03 -0.2338878112E-02 9001 -0.2373534255E-01 -0.5016557407E-03 0.2772418666E-03 -0.2598073799E-02 -0.3443062888E-03 -0.1320409821E-02 9002 -0.7243320346E-02 -0.9896085830E-03 0.5963827134E-03 -0.2017227933E-02 0.5792991215E-04 0.4325106856E-03 9003 -0.5566476029E-03 -0.2139951102E-03 0.2461041149E-03 -0.1312165114E-03 -0.6143492647E-03 -0.2377099299E-03 9004 -0.1656402601E-02 0.5985010648E-03 0.6233624881E-03 -0.7492300938E-03 -0.1544840925E-03 0.1423212700E-02 9005 0.2018417120 -0.3708927543E-03 0.8102702349E-01 -0.2542342059E-02 -0.2493423177E-02 -0.1366080940 9006 0.2205668762E-01 0.1998042911 -0.1192384437 -0.1832529530E-01 0.1243970841 0.6888100412E-02 9007 -0.6953515410 -0.3182953894 0.3191992939 0.3269679437E-03 0.1923219860E-01 0.3996040300E-01 9008 -0.1059485450 -0.1055022329E-01 -0.9813437238E-02 -0.1962021692E-02 -0.1333019231E-02 -0.1112746261E-01 9009 -0.7383829914E-02 -0.4651330411E-02 -0.9855992794 0.1642691344E-01 -0.2342502214E-01 -0.5509640556E-02 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 11.0 ***** ANSYS Academic Teaching Mechanical ***** POST1 NODAL STRESS LISTING ***** LOAD STEP= 1 SUBSTEP= 1 TIME= 30.000 LOAD CASE= 0 NODAL RESULTS ARE FOR MATERIAL 2 THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY SYZ SXZ MINIMUM VALUES NODE 3676 1669 8985 224 411 241 VALUE -0.8853246570 -0.5153258443 -1.866513491 -0.5741326809 -0.5816527605 -1.300005555 MAXIMUM VALUES NODE 241 241 7144 6498 236 2581 VALUE 3.062861204 0.6560153365 2.117582560 0.4970251024 0.6773620248 0.3774473071 CHARACTERS IN INTEGER FIELD = 10 OUTPUT DISPLAY TYPE = G CHARACTERS PER OUTPUT FIELD = 20 SIGNIFICANT DIGITS = 10 LINES PER PAGE =**** CHARACTERS PER LINE = 132