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OUTPUT

...hmod.........beam56d2.OD
;  KPOUT KDUMP   0  KKIN                                                       
IP   1     2     0    0                                                        
;      TEND         DT                                                         
RP    0.235     7.34375e-3                                                     
                                                                               
;        output nodes  damping       output times                              
VC 1 T 1 I 17:20       R 10*0.1  R 17*0:0.1175 0.235                           
                                                                               
;        init. displ. from HDD    damping   nodes   times                      
AS 2 T 1        I 1 1 1            I 2 8   I 1 10   I 3 9                      
EN                                                                             
EN                                                                             
                    INITIAL CONDITIONS ASSIGNED
                    DAMPING INCLUDED


 ----------------------------- INFORMATION -----------------------------

          THE HIGHEST EIGENFREQUENCY  0.802456E+04 [RAD.SEC-1]
          THE HIGHEST LOAD-FREQUENCY  0.000000E+00 [RAD.SEC-1]
          CHOSEN TIME STEP DT      :    0.7344E-02 [SEC]
          FINISHING TIME TEND      :    0.2350E+00 [SEC]
 ------------------------------------------------------------------------


                                TIME T = 0.000E+00 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.109E-04  0.237E-03  0.937E-03
         18     0.360E-05  0.237E-03  0.937E-03
         19    -0.109E-04  0.237E-03  0.937E-03
         20    -0.360E-05  0.237E-03  0.937E-03


                                TIME T = 0.734E-02 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.805E-05  0.169E-03  0.830E-03
         18     0.318E-05  0.169E-03  0.830E-03
         19    -0.805E-05  0.169E-03  0.830E-03
         20    -0.318E-05  0.169E-03  0.830E-03


                                TIME T = 0.147E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.511E-05  0.219E-04  0.663E-03
         18     0.458E-05  0.219E-04  0.663E-03
         19    -0.511E-05  0.219E-04  0.663E-03
         20    -0.458E-05  0.219E-04  0.663E-03


                                TIME T = 0.220E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.109E-05 -0.114E-03  0.386E-03
         18     0.441E-05 -0.114E-03  0.386E-03
         19    -0.109E-05 -0.114E-03  0.386E-03
         20    -0.441E-05 -0.114E-03  0.386E-03


                                TIME T = 0.294E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.192E-05 -0.169E-03  0.763E-04
         18     0.288E-05 -0.169E-03  0.763E-04
         19     0.192E-05 -0.169E-03  0.763E-04
         20    -0.288E-05 -0.169E-03  0.763E-04


                                TIME T = 0.367E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.319E-05 -0.125E-03 -0.211E-03
         18     0.347E-06 -0.125E-03 -0.211E-03
         19     0.319E-05 -0.125E-03 -0.211E-03
         20    -0.347E-06 -0.125E-03 -0.211E-03


                                TIME T = 0.441E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.366E-05 -0.212E-04 -0.461E-03
         18    -0.308E-05 -0.212E-04 -0.461E-03
         19     0.366E-05 -0.212E-04 -0.461E-03
         20     0.308E-05 -0.212E-04 -0.461E-03


                                TIME T = 0.514E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.316E-05  0.792E-04 -0.609E-03
         18    -0.541E-05  0.792E-04 -0.609E-03
         19     0.316E-05  0.792E-04 -0.609E-03
         20     0.541E-05  0.792E-04 -0.609E-03


                                TIME T = 0.588E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.306E-05  0.123E-03 -0.667E-03
         18    -0.653E-05  0.123E-03 -0.667E-03
         19     0.306E-05  0.123E-03 -0.667E-03
         20     0.653E-05  0.123E-03 -0.667E-03


                                TIME T = 0.661E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.305E-05  0.940E-04 -0.616E-03
         18    -0.571E-05  0.940E-04 -0.616E-03
         19     0.305E-05  0.940E-04 -0.616E-03
         20     0.571E-05  0.940E-04 -0.616E-03


                                TIME T = 0.734E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.315E-05  0.190E-04 -0.480E-03
         18    -0.369E-05  0.190E-04 -0.480E-03
         19     0.315E-05  0.190E-04 -0.480E-03
         20     0.369E-05  0.190E-04 -0.480E-03


                                TIME T = 0.808E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.282E-05 -0.553E-04 -0.284E-03
         18    -0.125E-05 -0.553E-04 -0.284E-03
         19     0.282E-05 -0.553E-04 -0.284E-03
         20     0.125E-05 -0.553E-04 -0.284E-03


                                TIME T = 0.881E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17    -0.167E-05 -0.892E-04 -0.589E-04
         18     0.859E-06 -0.892E-04 -0.589E-04
         19     0.167E-05 -0.892E-04 -0.589E-04
         20    -0.859E-06 -0.892E-04 -0.589E-04


                                TIME T = 0.955E-01 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.977E-07 -0.703E-04  0.155E-03
         18     0.209E-05 -0.703E-04  0.155E-03
         19    -0.977E-07 -0.703E-04  0.155E-03
         20    -0.209E-05 -0.703E-04  0.155E-03


                                TIME T = 0.103E+00 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.215E-05 -0.163E-04  0.332E-03
         18     0.261E-05 -0.163E-04  0.332E-03
         19    -0.215E-05 -0.163E-04  0.332E-03
         20    -0.261E-05 -0.163E-04  0.332E-03


                                TIME T = 0.110E+00 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.372E-05  0.386E-04  0.446E-03
         18     0.263E-05  0.386E-04  0.446E-03
         19    -0.372E-05  0.386E-04  0.446E-03
         20    -0.263E-05  0.386E-04  0.446E-03


                                TIME T = 0.117E+00 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.438E-05  0.648E-04  0.485E-03
         18     0.254E-05  0.648E-04  0.485E-03
         19    -0.438E-05  0.648E-04  0.485E-03
         20    -0.254E-05  0.648E-04  0.485E-03


                                TIME T = 0.235E+00 [S]

                    U [M]      V [M]      W [M]

                   DISPLACEMENT
         17     0.209E-05  0.179E-04  0.258E-03
         18     0.159E-05  0.179E-04  0.258E-03
         19    -0.209E-05  0.179E-04  0.258E-03
         20    -0.159E-05  0.179E-04  0.258E-03

                                * END OF HMOD *
 TOTAL CPU: 00:00:00