<liml version="13">
  <geometry id="1" filename="H120d.stp">
    <mesher elementspercurve="1" elementsperedge="2" grading="0.3" volume="true" quaddominated="true" quadratic="true" straightedges="true" />
  </geometry>
  <analysis type="V30" solver="ccx" maxmode="5" />
  <elset name="Default" color="-6710887" expanded="true" material="Material_set_mm_units" />
  <mat name="Material_set_mm_units">
    <geometric type="Plate" thickness="1 mm" />
    <mechanical type="Isotropic" youngsmodulus="1 MPa" />
  </mat>
  <faceselection name="Surface01020(2)">
    <geom id="1" surfaceid="20" />
  </faceselection>
  <formula name="Displacement_r[m]" displayunit="" fieldscalar="displacement_r[m]">
    <unit exponents="+1+0+0+0+0">m</unit>
    <formula>abs( x*u.x + y*u.y ) / (sqrt(x^2+y^2) +1e-10)</formula>
  </formula>
  <formula name="Displacement_theta[m]" displayunit="" fieldscalar="displacement_t[m]">
    <unit exponents="+1+0+0+0+0">m</unit>
    <formula>abs( x*u.y - y*u.x ) / (sqrt(x^2+y^2) +1e-10)
</formula>
  </formula>
  <formula name="Displacement_z[m]" displayunit="" fieldscalar="displacement_z[m]">
    <unit exponents="+1+0+0+0+0">m</unit>
    <formula>abs(u.z)</formula>
  </formula>
  <formula name="Displacement_x[m]" displayunit="" fieldscalar="formula">
    <unit exponents="+1+0+0+0+0">m</unit>
    <formula>abs(u.x)</formula>
  </formula>
  <formula name="Displacement_y[m]" displayunit="" fieldscalar="formula(2)">
    <unit exponents="+1+0+0+0+0">m</unit>
    <formula>abs(u.y)</formula>
  </formula>
  <fieldvariable name="von Mises stress" displayunit="MPa" />
  <solution>
    <analysis type="S30" />
    <elset name="Default" color="-6710887" expanded="true" />
  </solution>
</liml>