*Heading
** Job name: Job-1 Model name: Model-1
*Preprint, echo=NO, model=NO, history=NO, contact=NO
**
** PARTS
**
*Part, name=Part-1
*End Part
**
** ASSEMBLY
**
*Assembly, name=Assembly
**  
*Instance, name=Part-1-1, part=Part-1
*Node
      1,           0.,           0.,           0.
      2,           1.,           0.,           0.
      3,           1.,           1.,           0.
      4,           0.,           1.,           0.
      5,          0.5,           0.,           0.
      6,           1.,          0.5,           0.
      7,          0.5,           1.,           0.
      8,           0.,          0.5,           0.
      9,    0.5561861,          0.5,           0.
*Element, type=S3
1, 9, 8, 5
2, 9, 7, 8
3, 9, 2, 6
4, 9, 3, 7
5, 8, 7, 4
6, 8, 1, 5
7, 9, 5, 2
8, 9, 6, 3
*Node
     10,           0.,          0.5,           0.
*Nset, nset=Part-1-1-RefPt_, internal
10, 
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet3, internal, generate
 1,  8,  1
** Section: Section-1
*Shell Section, elset=_PickedSet3, material=Material-1
0.1, 5
*End Instance
**  
*Instance, name=Part-1-2, part=Part-1
         1.1,           0.,           0.
*Node
      1,           0.,           0.,           0.
      2,           1.,           0.,           0.
      3,           1.,           1.,           0.
      4,           0.,           1.,           0.
      5,          0.5,           0.,           0.
      6,           1.,          0.5,           0.
      7,          0.5,           1.,           0.
      8,           0.,          0.5,           0.
      9,    0.5561861,          0.5,           0.
*Element, type=STRI3
1, 9, 8, 5
2, 9, 7, 8
3, 9, 2, 6
4, 9, 3, 7
5, 8, 7, 4
6, 8, 1, 5
7, 9, 5, 2
8, 9, 6, 3
*Node
     10,           0.,          0.5,           0.
*Nset, nset=Part-1-2-RefPt_, internal
10, 
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet3, internal, generate
 1,  8,  1
** Section: Section-1
*Shell Section, elset=_PickedSet3, material=Material-1
0.1, 5
*End Instance
**  
*Instance, name=Part-1-3, part=Part-1
         2.2,           0.,           0.
*Node
      1,           0.,           0.,           0.
      2,          0.5,           0.,           0.
      3,           1.,           0.,           0.
      4,           0.,          0.5,           0.
      5,          0.5,          0.5,           0.
      6,           1.,          0.5,           0.
      7,           0.,           1.,           0.
      8,          0.5,           1.,           0.
      9,           1.,           1.,           0.
*Element, type=S4R
1, 1, 2, 5, 4
2, 2, 3, 6, 5
3, 4, 5, 8, 7
4, 5, 6, 9, 8
*Node
     10,           0.,          0.5,           0.
*Nset, nset=Part-1-3-RefPt_, internal
10, 
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet3, internal, generate
 1,  4,  1
** Section: Section-1
*Shell Section, elset=_PickedSet3, material=Material-1
0.1, 5
*End Instance
**  
*Instance, name=Part-1-4, part=Part-1
         3.3,           0.,           0.
*Node
      1,           0.,           0.,           0.
      2,          0.5,           0.,           0.
      3,           1.,           0.,           0.
      4,           0.,          0.5,           0.
      5,          0.5,          0.5,           0.
      6,           1.,          0.5,           0.
      7,           0.,           1.,           0.
      8,          0.5,           1.,           0.
      9,           1.,           1.,           0.
*Element, type=S4R5
1, 1, 2, 5, 4
2, 2, 3, 6, 5
3, 4, 5, 8, 7
4, 5, 6, 9, 8
*Node
     10,           0.,          0.5,           0.
*Nset, nset=Part-1-4-RefPt_, internal
10, 
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet3, internal, generate
 1,  4,  1
** Section: Section-1
*Shell Section, elset=_PickedSet3, material=Material-1
0.1, 5
*End Instance
**  
*Instance, name=Part-1-5, part=Part-1
         4.4,           0.,           0.
*Node
      1,           0.,           0.,           0.
      2,           1.,           0.,           0.
      3,           1.,           1.,           0.
      4,           0.,           1.,           0.
      5,          0.5,           0.,           0.
      6,           1.,          0.5,           0.
      7,          0.5,           1.,           0.
      8,           0.,          0.5,           0.
      9,    0.5561861,          0.5,           0.
     10,     0.278093,          0.5,           0.
     11,         0.25,         0.25,           0.
     12,     0.528093,         0.25,           0.
     13,     0.528093,         0.75,           0.
     14,         0.25,         0.75,           0.
     15,     0.778093,         0.25,           0.
     16,           1.,         0.25,           0.
     17,     0.778093,          0.5,           0.
     18,     0.778093,         0.75,           0.
     19,         0.75,           1.,           0.
     20,         0.25,           1.,           0.
     21,           0.,         0.75,           0.
     22,           0.,         0.25,           0.
     23,         0.25,           0.,           0.
     24,         0.75,           0.,           0.
     25,           1.,         0.75,           0.
*Element, type=STRI65
1,  9,  8,  5, 10, 11, 12
2,  9,  7,  8, 13, 14, 10
3,  9,  2,  6, 15, 16, 17
4,  9,  3,  7, 18, 19, 13
5,  8,  7,  4, 14, 20, 21
6,  8,  1,  5, 22, 23, 11
7,  9,  5,  2, 12, 24, 15
8,  9,  6,  3, 17, 25, 18
*Node
     26,           0.,          0.5,           0.
*Nset, nset=Part-1-5-RefPt_, internal
26, 
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet3, internal, generate
 1,  8,  1
** Section: Section-1
*Shell Section, elset=_PickedSet3, material=Material-1
0.1, 5
*End Instance
**  
*Instance, name=Part-1-6, part=Part-1
         5.5,           0.,           0.
*Node
      1,           0.,           0.,           0.
      2,          0.5,           0.,           0.
      3,           1.,           0.,           0.
      4,           0.,          0.5,           0.
      5,          0.5,          0.5,           0.
      6,           1.,          0.5,           0.
      7,           0.,           1.,           0.
      8,          0.5,           1.,           0.
      9,           1.,           1.,           0.
     10,         0.25,           0.,           0.
     11,          0.5,         0.25,           0.
     12,         0.25,          0.5,           0.
     13,           0.,         0.25,           0.
     14,         0.75,           0.,           0.
     15,           1.,         0.25,           0.
     16,         0.75,          0.5,           0.
     17,          0.5,         0.75,           0.
     18,         0.25,           1.,           0.
     19,           0.,         0.75,           0.
     20,           1.,         0.75,           0.
     21,         0.75,           1.,           0.
*Element, type=S8R
1,  1,  2,  5,  4, 10, 11, 12, 13
2,  2,  3,  6,  5, 14, 15, 16, 11
3,  4,  5,  8,  7, 12, 17, 18, 19
4,  5,  6,  9,  8, 16, 20, 21, 17
*Node
     22,           0.,          0.5,           0.
*Nset, nset=Part-1-6-RefPt_, internal
22, 
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet3, internal, generate
 1,  4,  1
** Section: Section-1
*Shell Section, elset=_PickedSet3, material=Material-1
0.1, 5
*End Instance
**  
*Instance, name=Part-1-7, part=Part-1
         6.6,           0.,           0.
*Node
      1,           0.,           0.,           0.
      2,          0.5,           0.,           0.
      3,           1.,           0.,           0.
      4,           0.,          0.5,           0.
      5,          0.5,          0.5,           0.
      6,           1.,          0.5,           0.
      7,           0.,           1.,           0.
      8,          0.5,           1.,           0.
      9,           1.,           1.,           0.
     10,         0.25,           0.,           0.
     11,          0.5,         0.25,           0.
     12,         0.25,          0.5,           0.
     13,           0.,         0.25,           0.
     14,         0.75,           0.,           0.
     15,           1.,         0.25,           0.
     16,         0.75,          0.5,           0.
     17,          0.5,         0.75,           0.
     18,         0.25,           1.,           0.
     19,           0.,         0.75,           0.
     20,           1.,         0.75,           0.
     21,         0.75,           1.,           0.
*Element, type=S8R5
1,  1,  2,  5,  4, 10, 11, 12, 13
2,  2,  3,  6,  5, 14, 15, 16, 11
3,  4,  5,  8,  7, 12, 17, 18, 19
4,  5,  6,  9,  8, 16, 20, 21, 17
*Node
     22,           0.,          0.5,           0.
*Nset, nset=Part-1-7-RefPt_, internal
22, 
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet3, internal, generate
 1,  4,  1
** Section: Section-1
*Shell Section, elset=_PickedSet3, material=Material-1
0.1, 5
*End Instance
*Nset, nset=_PickedSet16, internal, instance=Part-1-1
 1, 4
*Nset, nset=_PickedSet17, internal, instance=Part-1-1
10,
*Nset, nset=_PickedSet18, internal, instance=Part-1-2
 1, 4
*Nset, nset=_PickedSet19, internal, instance=Part-1-2
10,
*Nset, nset=_PickedSet21, internal, instance=Part-1-3
10,
*Nset, nset=_PickedSet23, internal, instance=Part-1-4
10,
*Nset, nset=_PickedSet24, internal, instance=Part-1-5
 1, 4
*Nset, nset=_PickedSet25, internal, instance=Part-1-5
 26,
*Nset, nset=_PickedSet27, internal, instance=Part-1-6
 22,
*Nset, nset=_PickedSet29, internal, instance=Part-1-7
 22,
*Nset, nset=boun, instance=Part-1-1
10,
*Nset, nset=boun, instance=Part-1-2
10,
*Nset, nset=boun, instance=Part-1-4
10,
*Nset, nset=boun, instance=Part-1-6
 22,
*Nset, nset=boun, instance=Part-1-3
10,
*Nset, nset=boun, instance=Part-1-5
 26,
*Nset, nset=boun, instance=Part-1-7
 22,
*Nset, nset=_PickedSet49, internal, instance=Part-1-3, generate
 1,  7,  3
*Elset, elset=_PickedSet49, internal, instance=Part-1-3
 1, 3
*Nset, nset=_PickedSet50, internal, instance=Part-1-4, generate
 1,  7,  3
*Elset, elset=_PickedSet50, internal, instance=Part-1-4
 1, 3
*Nset, nset=_PickedSet51, internal, instance=Part-1-6
  1,  4,  7, 13, 19
*Elset, elset=_PickedSet51, internal, instance=Part-1-6
 1, 3
*Nset, nset=_PickedSet52, internal, instance=Part-1-7
  1,  4,  7, 13, 19
*Elset, elset=_PickedSet52, internal, instance=Part-1-7
 1, 3
*Elset, elset=_loadSurf_SPOS, internal, instance=Part-1-1, generate
 1,  8,  1
*Elset, elset=_loadSurf_SPOS, internal, instance=Part-1-2, generate
 1,  8,  1
*Elset, elset=_loadSurf_SPOS, internal, instance=Part-1-4, generate
 1,  4,  1
*Elset, elset=_loadSurf_SPOS, internal, instance=Part-1-6, generate
 1,  4,  1
*Elset, elset=_loadSurf_SPOS, internal, instance=Part-1-3, generate
 1,  4,  1
*Elset, elset=_loadSurf_SPOS, internal, instance=Part-1-5, generate
 1,  8,  1
*Elset, elset=_loadSurf_SPOS, internal, instance=Part-1-7, generate
 1,  4,  1
*Surface, type=ELEMENT, name=loadSurf
_loadSurf_SPOS, SPOS
*Surface, type=NODE, name=_PickedSet16_CNS_, internal
_PickedSet16, 1.
*Surface, type=NODE, name=_PickedSet18_CNS_, internal
_PickedSet18, 1.
*Surface, type=NODE, name=_PickedSet49_CNS_, internal
_PickedSet49, 1.
*Surface, type=NODE, name=_PickedSet50_CNS_, internal
_PickedSet50, 1.
*Surface, type=NODE, name=_PickedSet24_CNS_, internal
_PickedSet24, 1.
*Surface, type=NODE, name=_PickedSet51_CNS_, internal
_PickedSet51, 1.
*Surface, type=NODE, name=_PickedSet52_CNS_, internal
_PickedSet52, 1.
** Constraint: Constraint-1
*Coupling, constraint name=Constraint-1, ref node=_PickedSet17, surface=_PickedSet16_CNS_
*Kinematic
** Constraint: Constraint-2
*Coupling, constraint name=Constraint-2, ref node=_PickedSet19, surface=_PickedSet18_CNS_
*Kinematic
** Constraint: Constraint-3
*Coupling, constraint name=Constraint-3, ref node=_PickedSet21, surface=_PickedSet49_CNS_
*Kinematic
** Constraint: Constraint-4
*Coupling, constraint name=Constraint-4, ref node=_PickedSet23, surface=_PickedSet50_CNS_
*Kinematic
** Constraint: Constraint-5
*Coupling, constraint name=Constraint-5, ref node=_PickedSet25, surface=_PickedSet24_CNS_
*Kinematic
** Constraint: Constraint-6
*Coupling, constraint name=Constraint-6, ref node=_PickedSet27, surface=_PickedSet51_CNS_
*Kinematic
** Constraint: Constraint-7
*Coupling, constraint name=Constraint-7, ref node=_PickedSet29, surface=_PickedSet52_CNS_
*Kinematic
*End Assembly
** 
** MATERIALS
** 
*Material, name=Material-1
*Elastic
400., 0.3
** ----------------------------------------------------------------
** 
** STEP: Step-1
** 
*Step, name=Step-1, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 1, 1
boun, 2, 2
boun, 3, 3
boun, 4, 4
boun, 5, 5
boun, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload
loadSurf, TRSHR, 1., 0., 1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-2
** 
*Step, name=Step-2, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 6, 6, 1.57
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-3
** 
*Step, name=Step-3, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload
loadSurf, TRSHR, 0., 0., 1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-4
** 
*Step, name=Step-4, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 1, 1
boun, 2, 2
boun, 3, 3
boun, 4, 4
boun, 5, 5
boun, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload
loadSurf, TRVEC, 1., 0., 1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-5
** 
*Step, name=Step-5, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 6, 6, 1.57
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-6
** 
*Step, name=Step-6, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload
loadSurf, TRVEC, 0., 0., 1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-7
** 
*Step, name=Step-7, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 1, 1
boun, 2, 2
boun, 3, 3
boun, 4, 4
boun, 5, 5
boun, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload, follower=no
loadSurf, TRVEC, 1., 0., 1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-8
** 
*Step, name=Step-8, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 6, 6, 1.57
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-9
** 
*Step, name=Step-9, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload, follower=no
loadSurf, TRVEC, 0., 0., 1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-10
** 
*Step, name=Step-10, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 1, 1
boun, 2, 2
boun, 3, 3
boun, 4, 4
boun, 5, 5
boun, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload, follower=no, constant resultant=yes
loadSurf, TRVEC, 1., 0., 1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-11
** 
*Step, name=Step-11, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 6, 6, 1.57
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-12
** 
*Step, name=Step-12, nlgeom=YES, unsymm=YES
*Static
0.1, 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload, follower=no, constant resultant=yes
loadSurf, TRVEC, 0., 0., 1., 0.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-2
** 
*Output, history
*Node Output, nset=boun
RF1, RF2, RF3, RM1, RM2, RM3
*End Step