Could someone show me an example of section output definition in Opti-struct format?

Joe Qian

I am trying to output section force and moment. I can not figure out how to define a section output. Would you show me how to do that?

Adriano Koga_20259

look at this example, attacehd.

 

                       SECTION COORDINATE SYSTEMS           
--------------------------------------------------------------------------
Section      XX         XY         XZ         YX         YY         YZ    
             ZX         ZY         ZZ         RX         RY         RZ    
--------------------------------------------------------------------------
c1        1.000E+00  0.000E+00  0.000E+00  0.000E+00  1.000E+00  0.000E+00
          0.000E+00  0.000E+00  1.000E+00  2.500E+03  2.082E-04  2.500E+02
c2        1.000E+00  0.000E+00  0.000E+00  0.000E+00  1.000E+00  0.000E+00
          0.000E+00  0.000E+00  1.000E+00  2.500E+03  1.000E+03  2.500E+02
--------------------------------------------------------------------------
Note: (XX,XY,XZ) (YX,YY,YZ) (ZX,ZY,ZZ) identify the axes of the coordinate
      system and (RX,RY,RZ) identifies the reference point

                     SECTION RESULTANTS FOR SUBCASE       3
------------------------------------------------------------------------------------------------
Section       F         Fx         Fy         Fz          M         Mx         My         Mz    
------------------------------------------------------------------------------------------------
c1        8.103E+03  3.356E+00 -8.103E+03  3.119E+00  2.025E+06 -2.025E+06 -8.523E+02 -2.414E+01
c2        8.982E+03  1.416E-01 -8.982E+03 -3.282E+00  2.245E+06 -2.245E+06 -1.659E+01  5.097E+01
------------------------------------------------------------------------------------------------

resultant_section_force.zip