<liml version="28">
  <analysis type="S30" solver="ccx" maxmode="3" />
  <timesteps timeperiod="1 s" stepsize="0.1 s" automatictimestepping="true" maxstepsize="0.1 s" />
  <node nid="1" x="-1" y="0" z="0" />
  <node nid="2" x="-1" y="1.4142135623731" z="0" />
  <node nid="3" x="0.707106781186548" y="0.707106781186547" z="-1" />
  <node nid="4" x="0" y="0" z="0" />
  <node nid="5" x="-1" y="0.70710678118655" z="0" />
  <node nid="6" x="-0.5" y="-0.5" z="-0.707106781186548" />
  <node nid="7" x="0.5" y="0.5" z="0.707106781186547" />
  <node nid="8" x="0.353553390593274" y="-0.353553390593274" z="0" />
  <node nid="9" x="-0.353553390593274" y="0.353553390593274" z="0" />
  <elset name="BEAM_SECTION" colorrgb="CE34F4" expanded="true" material="MATERIAL">
    <elem eid="1" shape="line2" nodes="2 1" orientationvz="1" angle="0 rad" />
  </elset>
  <elset name="Component" colorrgb="B7D25A" expanded="true" material="MATERIAL">
    <elem eid="2" shape="line2" nodes="3 4" orientationvx="0.707106781186548" orientationvy="0.707106781186548" orientationvz="1" angle="0 °" />
  </elset>
  <displacement selection="BOUNDARY_nodes(9)" group="Fixed_Base" suppressed="true">
    <value>0 m</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </displacement>
  <displacement selection="BOUNDARY_nodes(10)" group="Fixed_Base" suppressed="true">
    <value>0 m</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </displacement>
  <displacement selection="BOUNDARY_nodes(11)" group="Fixed_Base" suppressed="true">
    <value>0 m</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <noderotation selection="BOUNDARY_nodes(12)" group="Fixed_Base" suppressed="true">
    <value>0 rad</value>
    <x>1</x>
    <y>0</y>
    <z>0</z>
  </noderotation>
  <noderotation selection="BOUNDARY_nodes(13)" group="Fixed_Base" suppressed="true">
    <value>0 rad</value>
    <x>0</x>
    <y>1</y>
    <z>0</z>
  </noderotation>
  <noderotation selection="BOUNDARY_nodes(14)" group="Fixed_Base" suppressed="true">
    <value>0 rad</value>
    <x>0</x>
    <y>0</y>
    <z>1</z>
  </noderotation>
  <ccxmodeldefinition>*AMPLITUDE,NAME=AyM_1
0,0
1,100000

*TRANSFORM,NSET=TRANSF_NODES,TYPE=R
-0.353553390593274,0.353553390593274,0,0.5,0.5,0.707106781186547</ccxmodeldefinition>
  <ccxmodifykeyword action="setparameter" keyword="NODE FILE" setparameter="GLOBAL" value="YES" omitparameter="" suppressed="true" />
  <ccxmodifykeyword action="setparameter" keyword="STATIC" setparameter="SOLVER" value="Pardiso" omitparameter="" />
  <moment selection="moment_nodes" suppressed="true">
    <x>0 N.m</x>
    <y>100000 N.m</y>
    <z>100000 N.m</z>
  </moment>
  <moment selection="moment_nodes(2)" suppressed="true">
    <x unit="N.m" timeunit="s" positionunit="m">100000*sqrt(2)*sin(pi()/4))</x>
    <y unit="N.m" timeunit="s" positionunit="m">100000*sqrt(2)*cos(pi()/4))</y>
    <z>0 N.m</z>
  </moment>
  <ccxmodifykeyword action="setparameter" keyword="STEP" setparameter="NLGEOM" value="ON" omitparameter="" suppressed="true" />
  <fixed selection="fixed_support_faces" />
  <group name="Fixed_Base" />
  <ccxmodifykeyword action="setparameter" keyword="NODE FILE" setparameter="OUTPUT" value="2D" omitparameter="" suppressed="true" />
  <ccxstep>*CLOAD
**,AMPLITUDE=AyM_1
1,5,100000
4,6,100000
1,6,100000
4,5,100000
</ccxstep>
  <mat name="MATERIAL">
    <geometric type="RectBar" recta="0.2 m" rectb="0.1 m" />
    <mechanical type="Isotropic" youngsmodulus="200000000000 Pa" poissonratio="0.3" />
  </mat>
  <nodeselection name="BOUNDARY_nodes(9)" direct="true">
    <node nid="2" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="BOUNDARY_nodes(10)" direct="true">
    <node nid="2" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="BOUNDARY_nodes(11)" direct="true">
    <node nid="2" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="BOUNDARY_nodes(12)" direct="true">
    <node nid="2" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="BOUNDARY_nodes(13)" direct="true">
    <node nid="2" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="BOUNDARY_nodes(14)" direct="true">
    <node nid="2" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="TRANSF_NODES">
    <node nid="4" />
    <node nid="3" />
  </nodeselection>
  <nodeselection name="moment_nodes" direct="true">
    <node nid="1" />
  </nodeselection>
  <nodeselection name="moment_nodes(2)" direct="true">
    <node nid="4" />
  </nodeselection>
  <faceselection name="fixed_support_faces" direct="true">
    <face eid="2" faceid="2" />
    <face eid="1" faceid="2" />
  </faceselection>
  <elementselection name="EALL">
    <element eid="2" />
    <element eid="1" />
  </elementselection>
  <nodeselection name="Y_Axis_Nodes._NEW_5">
    <node nid="6" />
    <node nid="7" />
  </nodeselection>
  <nodeselection name="X_Axis_Nodes._NEW_4">
    <node nid="9" />
    <node nid="8" />
  </nodeselection>
  <nodeselection name="Z_Axis_Nodes._NEW_6">
    <node nid="4" />
    <node nid="3" />
  </nodeselection>
  <fieldvariable name="von Mises stress" displayunit="Pa" />
  <fieldvariable name="displacement" displayunit="m" expanded="true" />
  <fieldvariable name="stress" displayunit="Pa" expanded="true" />
  <fieldvariable name="external force" displayunit="N" />
  <fieldvariable name="strain" displayunit="" expanded="true" />
  <fieldvariable name="strain energy density" displayunit="Pa" />
  <fieldvariable name="principal stress" displayunit="Pa" expanded="true" />
  <fieldvariable name="rotation" displayunit="°" />
  <solution>
    <analysis type="S30" solver="ccx" />
    <elset name="Default" colorrgb="DADADA" expanded="true" />
  </solution>
</liml>