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OUTPUT

...str2.........beam4s1.O5
;  KLC    0    KOUT  ILC    0   IEL1 IEU1 IEL2 IEU2  0  KPROB KGRAF            
IP  1     0     1     1     0    0    0    0    0    0    0     1              
EN                                                                             
EN                                                                             

      PLANE STRESS
                                          LOAD CASE  1

                                       DISPLACEMENTS
           NODE                U                   V
                              /M/                 /M/

              1       0.0000000E+00    0.0000000E+00
              2       0.0000000E+00   -0.2992859E-05
              3       0.2047806E-04   -0.1311764E-02
              4       0.2295466E-03   -0.1314745E-02
              5       0.8479629E-04   -0.4687553E-02
              6       0.4152325E-03   -0.4690540E-02
              7       0.1819172E-03   -0.9169225E-02
              8       0.5681155E-03   -0.9172217E-02
              9       0.3000179E-03   -0.1408448E-01
             10       0.7000149E-03   -0.1408748E-01
             11       0.0000000E+00   -0.8698878E-06
             12       0.1004158E-04   -0.3292840E-03
             13       0.6250914E-04   -0.3301623E-03
             14       0.1149862E-03   -0.3322954E-03
             15       0.1250124E-03   -0.1312759E-02
             16       0.5247234E-04   -0.2810052E-02
             17       0.1875117E-03   -0.2811192E-02
             18       0.3225487E-03   -0.2813061E-02
             19       0.2500144E-03   -0.4688781E-02
             20       0.1332408E-03   -0.6841294E-02
             21       0.3125136E-03   -0.6842630E-02
             22       0.4917839E-03   -0.6844301E-02
             23       0.3750164E-03   -0.9170617E-02
             24       0.2409022E-03   -0.1160532E-01
             25       0.4375164E-03   -0.1160678E-01
             26       0.6341261E-03   -0.1160833E-01
             27       0.5000166E-03   -0.1408594E-01

                                             REACTIONS
           NODE               RX                  RY
                             /N/                 /N/

              1       0.1652952E+03    0.1200000E+03
              2      -0.6834705E+04    0.0000000E+00
             11      -0.1333059E+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    0.50000E-01  0.40000E-02            49.6      -0.1      -1.0       0.0
                 2    0.15000E+00  0.40000E-02            50.1      -0.1       0.3       0.0
                 3    0.50000E-01  0.12000E-01           116.7       0.0      -1.0       0.0
                 4    0.83333E-01  0.66667E-02            72.1      -0.1      -0.6       0.0

       2
                 1    0.20000E+00  0.80000E-02            82.6      -2.2      -1.0       0.0
                 2    0.20000E+00  0.16000E-01           150.6       2.3      -0.9       0.0
                 3    0.10000E+00  0.16000E-01           150.4      -0.1       0.3       0.0
                 4    0.16667E+00  0.13333E-01           127.9       0.0      -0.5       0.0

       3
                 1    0.30000E+00  0.40000E-02            71.4       2.3      -0.8       0.0
                 2    0.40000E+00  0.40000E-02            71.1      -0.1       0.3       0.0
                 3    0.30000E+00  0.12000E-01           109.0      -2.2      -0.8       0.0
                 4    0.33333E+00  0.66667E-02            83.8       0.0      -0.4       0.0

       4
                 1    0.45000E+00  0.80000E-02            89.8      -1.7      -0.7       0.0
                 2    0.45000E+00  0.16000E-01           129.4       1.7      -0.7       0.0
                 3    0.35000E+00  0.16000E-01           129.3      -0.1       0.2       0.0
                 4    0.41667E+00  0.13333E-01           116.2       0.0      -0.4       0.0

       5
                 1    0.55000E+00  0.40000E-02            87.0       1.7      -0.5       0.0
                 2    0.65000E+00  0.40000E-02            86.7      -0.1       0.2       0.0
                 3    0.55000E+00  0.12000E-01           104.0      -1.7      -0.6       0.0
                 4    0.58333E+00  0.66667E-02            92.6       0.0      -0.3       0.0

       6
                 1    0.70000E+00  0.80000E-02            95.2      -1.1      -0.5       0.0
                 2    0.70000E+00  0.16000E-01           113.6       1.1      -0.5       0.0
                 3    0.60000E+00  0.16000E-01           113.5      -0.1       0.2       0.0
                 4    0.66667E+00  0.13333E-01           107.4       0.0      -0.3       0.0

       7
                 1    0.80000E+00  0.40000E-02            96.9       1.1      -0.3       0.0
                 2    0.90000E+00  0.40000E-02            96.8       0.0       0.1       0.0
                 3    0.80000E+00  0.12000E-01           100.8      -1.1      -0.3       0.0
                 4    0.83333E+00  0.66667E-02            98.2       0.0      -0.2       0.0

       8
                 1    0.95000E+00  0.80000E-02            98.9       0.0      -0.3       0.0
                 2    0.95000E+00  0.16000E-01           103.2       0.0      -0.3       0.0
                 3    0.85000E+00  0.16000E-01           103.4       0.0       0.1       0.0
                 4    0.91667E+00  0.13333E-01           101.8       0.0      -0.1       0.0

                                * END OF STR2 *
 TOTAL CPU: 00:00:00