;  KLC 0 KOUT ILC  ...  KPROB KGRAF                                             
IP  1  0   1   0   6*0    0     2                                               
EN                                                                              
EN                                                                              

      PLANE STRESS
                                                      1TH LOAD CASE

                                       DISPLACEMENTS
           NODE                U                   V
                              [m]                 [m]

              1       0.0000000E+00    0.0000000E+00
              2       0.0000000E+00   -0.3019974E-05
              3       0.2038337E-04   -0.1317942E-02
              4       0.2296356E-03   -0.1320945E-02
              5       0.8460987E-04   -0.4701293E-02
              6       0.4154152E-03   -0.4704294E-02
              7       0.1818417E-03   -0.9189014E-02
              8       0.5681875E-03   -0.9192015E-02
              9       0.3000180E-03   -0.1410675E-01
             10       0.7000150E-03   -0.1410975E-01
             11       0.0000000E+00   -0.8181496E-06
             12       0.9690531E-05   -0.3320718E-03
             13       0.1153345E-03   -0.3350697E-03
             14       0.1250095E-03   -0.1318934E-02
             15       0.5208838E-04   -0.2819743E-02
             16       0.3229360E-03   -0.2822743E-02
             17       0.2500126E-03   -0.4702546E-02
             18       0.1329441E-03   -0.6858423E-02
             19       0.4920834E-03   -0.6861423E-02
             20       0.3750146E-03   -0.9190425E-02
             21       0.2407731E-03   -0.1162660E-01
             22       0.6342581E-03   -0.1162960E-01
             23       0.5000165E-03   -0.1410823E-01

                                             REACTIONS
           NODE               RX                  RY
                             [N]                 [N]

              1       0.1710232E+03    0.1200000E+03
              2      -0.6828977E+04    0.0000000E+00
             11      -0.1334205E+05    0.0000000E+00



                                                 EQUILIBRIUM OF FORCES AND REACTIONS

                                                     SUM OF FORCES [N]             SUM OF REACTIONS [N]


                              DIR. X:                       20000.00                     -20000.00
                              DIR. Y:                        -120.00                        120.00





                                           STRESSES AT GAUSS POINTS



      IE       IGP     XG           YG                   SIG-X     SIG-Y    SIG-XY     SIG-Z
                       [m]          [m]                  [MPa]     [MPa]     [MPa]     [MPa]

       1
                 1    0.52831E-01  0.42265E-02            51.3       0.4      -0.6       0.0
                 2    0.19717E+00  0.42265E-02            51.7      -1.8      -0.5       0.0
                 3    0.52831E-01  0.15774E-01           148.7      -0.5      -0.6       0.0
                 4    0.19717E+00  0.15774E-01           148.3       1.9      -0.5       0.0

       2
                 1    0.30283E+00  0.42265E-02            72.1       2.1      -0.4       0.0
                 2    0.44717E+00  0.42265E-02            71.9      -1.4      -0.4       0.0
                 3    0.30283E+00  0.15774E-01           127.9      -2.1      -0.4       0.0
                 4    0.44717E+00  0.15774E-01           128.1       1.4      -0.4       0.0

       3
                 1    0.55283E+00  0.42265E-02            87.2       1.1      -0.3       0.0
                 2    0.69717E+00  0.42265E-02            87.2      -1.0      -0.3       0.0
                 3    0.55283E+00  0.15774E-01           112.8      -1.1      -0.3       0.0
                 4    0.69717E+00  0.15774E-01           112.8       1.0      -0.3       0.0

       4
                 1    0.80283E+00  0.42265E-02            96.9       0.8      -0.2       0.0
                 2    0.94717E+00  0.42265E-02            97.0      -0.2      -0.1       0.0
                 3    0.80283E+00  0.15774E-01           103.1      -0.8      -0.2       0.0
                 4    0.94717E+00  0.15774E-01           103.0       0.2      -0.1       0.0

                                * END OF STR3 *
 TOTAL CPU: 00:00:00