outb1

王元汉

   NN   NE   ND   NFIX    E
    3    2    6    3  .10000E+01

 ELEMENT  NODE1   NODE2   INERTIA
    1       1       2    .3049E+01
    2       2       3    .1521E+01

 NODE      X-COORD
    1      .0000E+00
    2      .1000E+01
    3      .2000E+01

 IFIX=   1   2   5

    NODE    Q-LOAD      M-LOAD
    1  -.50000E+00  -.83333E-01
    2  -.10000E+01   .24835E-08
    3  -.50000E+00   .83333E-01

 NODE      X-DISP         Y-DISP
    1   -.35312E-16   -.47863E-16
    2   -.38770E-01   -.34250E-01
    3   -.38802E-16    .88978E-01

 NODE     SHEAR-F        MOMENT
    1    .12918E+01    .58366E+00
    2    .00000E+00    .27934E-07
    3    .70817E+00   -.22352E-07

 ELEMENT    SHEAR-F       MOMENT
    1    .12918E+01    .58366E+00
        -.29183E+00    .20817E+00
    2    .29183E+00   -.20817E+00
         .70817E+00   -.22352E-07