*Heading
 Transfer from Standard to Standard, Update=YES, State=NO
    - second Standard analysis (dynamic)
    - elements T2D2 and MASS
    - tension only (force-Y)
**
*Import, Update=YES, State=NO
 TRUSS1, TRUSS2, MASSES
*Import nset
 ENDS
*Import elset
 TRUSSES
*Boundary
  1,  1,3
 11,  1,3
  2,  1,1
  2,  3,3
 12,  1,1
 12,  3,3
*Amplitude, Name=RAMP
 0., 0., 100., 100.
**
***********************************************************
*Step, Nlgeom=YES, Inc=100
*Dynamic
 0.001, 0.01
**
*Cload, Amplitude=RAMP
 ENDS, 2, 10000.
*Output, Field, Number interval=1
*Node output
 UT,
*Element output, Elset=TRUSSES
 S,
*Output, History, Frequency=1
*Node output, NSET=ENDS
 U2,
*End step