<liml version="28">
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  <timesteps timeperiod="1 s" stepsize="0.1 s" automatictimestepping="true" maxstepsize="0.1 s" />
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  <elset name="BEAM_SECTION" colorrgb="CE34F4" expanded="true" material="MATERIAL">
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  <displacement selection="BOUNDARY_nodes(9)" group="Fixed_Base" suppressed="true">
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    <x>1</x>
    <y>0</y>
    <z>0</z>
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  <displacement selection="BOUNDARY_nodes(10)" group="Fixed_Base" suppressed="true">
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    <x>0</x>
    <y>1</y>
    <z>0</z>
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    <x>0</x>
    <y>0</y>
    <z>1</z>
  </displacement>
  <noderotation selection="BOUNDARY_nodes(12)" group="Fixed_Base" suppressed="true">
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    <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 direction uses X'=U, Y'=V, (X'x Y' Right hand sided) =Z'=W

*TRANSFORM,NSET=TRANSF_NODES,TYPE=R
0.707106781186548,0.707106781186547,-1,.5,.5,0.707106781186547</ccxmodeldefinition>
  <ccxmodifykeyword action="setparameter" keyword="NODE FILE" setparameter="GLOBAL" value="NO" omitparameter="" suppressed="true" />
  <ccxmodifykeyword action="setparameter" keyword="STATIC" setparameter="SOLVER" value="Pardiso" omitparameter="" />
  <moment selection="moment_nodes" name="MY=MU_and_MZ=MV_in_local_coordinates" group="Moments_written_to_compare_with_Internal">
    <x>0 N.m</x>
    <y>100000 N.m</y>
    <z>100000 N.m</z>
  </moment>
  <moment selection="moment_nodes(2)" group="Moments_written_to_compare_with_Internal">
    <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="" />
  <ccxstep suppressed="true">*CLOAD
1,5,100000
1,6,100000
**In the new coordinate system DOF4=X'=U Aligned with local axis U)
4,4,100000
**In the new coordinate system DOF5=Y'=V (Aligned with local axis V)
4,5,100000
**Note how with this transformation all loads end up in U and V components of the beam. Same reference beam)</ccxstep>
  <group name="Moments_written_to_compare_with_Internal" suppressed="true" />
  <group name="Moments_Written_only_for_ccx" />
  <moment selection="moment_nodes(3)" name="MY=MU_and_MZ=MV_Same" group="Moments_Written_only_for_ccx">
    <x>0 N.m</x>
    <y>100000 N.m</y>
    <z>100000 N.m</z>
  </moment>
  <moment selection="moment_nodes(4)" name="MY'=MV_and_MX'=MU" group="Moments_Written_only_for_ccx">
    <x>100000 N.m</x>
    <y>100000 N.m</y>
    <z>0 N.m</z>
  </moment>
  <mat name="MATERIAL">
    <geometric type="RectBar" recta="0.2 m" rectb="0.1 m" />
    <mechanical type="Isotropic" youngsmodulus="200000000000 Pa" />
  </mat>
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  <elementselection name="EALL">
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    <element eid="1" />
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  <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="" />
  <fieldvariable name="strain energy density" displayunit="Pa" />
  <fieldvariable name="principal stress" displayunit="Pa" expanded="true" />
  <fieldvariable name="rotation" displayunit="°" />
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</liml>