SOLUTION
  title 'static run of a test fixture model'
  # Computes static deflection and stress from constant load
  statics
END

PARAMETERS
   # Pound to slinch conversion
   wtmass=0.00259
END

FILE
   geometry_file 'fixture.exo'
END

LOADS
  # this force is applied to each and every node of nodeset 2
  nodeset 2
    force 1.0 0.0 0.0
    scale 200.0
END

BOUNDARY
  #Fixes X, Y, and Z displacements of all these nodes
  nodeset 1
    fixed
END

OUTPUTS
  displacement
  stress
END

ECHO
  # Output block-by-block mass for debugging
  mass block
END

BLOCK 1
   material 1
END

BLOCK 2
  # Rigid element
  rbar
END

BLOCK 3
  # Concentrated mass
  ConMass
    Mass 1.0e7
    Ixx  1.0e8
    Iyy  1.0e8
    Izz  1.0e8
    Offset= 0.0 0.0 0.0
END

MATERIAL 1
   // fixture - Ti
   density=0.16
   E=1.6e+07
   nu=0.3
END

GDSW
  # Slightly tighter solver tolerance than default
  solver_tol=1e-8
END