outf1

王元汉

    NN   NE   ND   NFIX     E 
    4    3   12    6  .2000E+09

 ELEMENT  NODE1  NODE2   AREA     FINT
      1     1     2   .7630E-02   .1576E-03
      2     3     1   .7630E-02   .1576E-03
      3     2     4   .7630E-02   .1576E-03

    NODE      X-COORD     Y-COORD 
      1      .0000E+00   .5000E+01
      2      .6400E+01   .5000E+01
      3      .0000E+00   .0000E+00
      4      .9600E+01   .0000E+00

   IFIX=   7   8   9  10  11  12

    nodal forces from applied loads
    NODE     X-LOAD        Y-LOAD         MOMENT
      1    .000000E+00   -.192000E+03   -.204800E+03
      2    .000000E+00   -.192000E+03    .204800E+03
      3    .000000E+00    .000000E+00    .000000E+00
      4    .000000E+00    .000000E+00    .000000E+00

    NODE     X-DISP        Y-DISP         THITA
      1   -.207676E-01   -.748692E-03   -.417935E-02
      2   -.211637E-01   -.143849E-01    .782348E-02
      3   -.312159E-16   -.748692E-18    .831994E-17
      4    .124319E-17   -.850234E-18    .255180E-17

    reaction nodal forces from the equations
    NODE     X-LOAD        Y-LOAD         MOMENT
      1    .206627E-01   -.191999E+03   -.204796E+03
      2    .210363E-01   -.191986E+03    .204792E+03
      3    .944569E+02    .228501E+03   -.209796E+03
      4   -.944567E+02    .155499E+03   -.541969E+02

    ELEMENT    AXI-F       SHEAR-Q       MOMENT-M
     1    .944569E+02    .228501E+03    .262489E+03
         -.944569E+02    .155499E+03   -.288834E+02
     2    .228501E+03   -.944569E+02   -.209796E+03
         -.228501E+03    .944569E+02   -.262489E+03
     3    .181890E+03   -.426418E+01    .288834E+02
         -.181890E+03    .426418E+01   -.541969E+02