*Heading
** traction loading for axisymmetric element.
*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.,          0.5
      2,           0.,         -0.5
      3,           1.,         -0.5
      4,           1.,          0.5
      5,           0.,           0.
      6,          0.5,         -0.5
      7,           1.,           0.
      8,          0.5,          0.5
      9,          0.5,   0.05618608
     10,          0.5,    -0.221907
     11,         0.75,        -0.25
     12,         0.75,   0.02809304
     13,         0.25,   0.02809304
     14,         0.25,        -0.25
     15,           0.,        -0.25
     16,         0.25,         -0.5
     17,         0.75,         -0.5
     18,           1.,        -0.25
     19,         0.75,     0.278093
     20,         0.75,          0.5
     21,          0.5,     0.278093
     22,         0.25,     0.278093
     23,           0.,         0.25
     24,           1.,         0.25
     25,         0.25,          0.5
*Element, type=CAX6M
1,  9,  6,  7, 10, 11, 12
2,  9,  5,  6, 13, 14, 10
3,  5,  2,  6, 15, 16, 14
4,  6,  3,  7, 17, 18, 11
5,  9,  4,  8, 19, 20, 21
6,  9,  1,  5, 22, 23, 13
7,  9,  7,  4, 12, 24, 19
8,  9,  8,  1, 21, 25, 22
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet2, internal, generate
 1,  8,  1
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=Material-1
1.,
*End Instance
**  
*Instance, name=Part-1-1-1-2, part=Part-1
          0.,           2.,           0.
*Node
      1,           0.,          0.5
      2,           0.,           0.
      3,           0.,         -0.5
      4,          0.5,          0.5
      5,          0.5,           0.
      6,          0.5,         -0.5
      7,           1.,          0.5
      8,           1.,           0.
      9,           1.,         -0.5
*Element, type=CAX4R
1, 1, 2, 5, 4
2, 2, 3, 6, 5
3, 4, 5, 8, 7
4, 5, 6, 9, 8
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet2, internal, generate
 1,  4,  1
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=Material-1
1.,
*End Instance
**  
*Instance, name=Part-1-1-1-3, part=Part-1
          0.,           4.,           0.
*Node
      1,           0.,          0.5
      2,           0.,         -0.5
      3,           1.,         -0.5
      4,           1.,          0.5
      5,           0.,           0.
      6,          0.5,         -0.5
      7,           1.,           0.
      8,          0.5,          0.5
      9,          0.5,   0.05618608
*Element, type=CAX3
1, 9, 6, 7
2, 9, 5, 6
3, 5, 2, 6
4, 6, 3, 7
5, 9, 4, 8
6, 9, 1, 5
7, 9, 7, 4
8, 9, 8, 1
** Region: (Section-1:Picked)
*Elset, elset=_PickedSet2, internal, generate
 1,  8,  1
** Section: Section-1
*Solid Section, elset=_PickedSet2, material=Material-1
1.,
*End Instance
*Nset, nset=boun, instance=Part-1-1
  2,  3,  6, 16, 17
*Nset, nset=boun, instance=Part-1-1-1-2, generate
 3,  9,  3
*Nset, nset=boun, instance=Part-1-1-1-3
 2, 3, 6
*Elset, elset=boun, instance=Part-1-1
 3, 4
*Elset, elset=boun, instance=Part-1-1-1-2
 2, 4
*Elset, elset=boun, instance=Part-1-1-1-3
 3, 4
*Elset, elset=_Surf-1_S2, internal, instance=Part-1-1-1-3
 5, 8
*Surface, type=ELEMENT, name=Surf-1
_Surf-1_S2, S2
*Elset, elset=_Surf-2_S3, internal, instance=Part-1-1-1-2
 3, 4
*Surface, type=ELEMENT, name=Surf-2
_Surf-2_S3, S3
*Elset, elset=_Surf-3_S2, internal, instance=Part-1-1
 4, 7
*Surface, type=ELEMENT, name=Surf-3
_Surf-3_S2, S2
*End Assembly
*Amplitude, name=Amp-1
0., 0., 1., 1.
** 
** MATERIALS
** 
*Material, name=Material-1
*Density
 0.0001,
*Elastic
1000., 0.3
** ----------------------------------------------------------------
** 
** STEP: Step-1
** 
*Step, name=Step-1
*Dynamic, Explicit
, 1.
*Bulk Viscosity
0.06, 1.2
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
boun, 2, 2
** 
** LOADS
** 
** Name: Load-1   Type: Surface traction
*Dsload, amplitude=Amp-1
Surf-1, TRVEC, 1., 0., -1., 0.
** Name: Load-2   Type: Surface traction
*Dsload, amplitude=Amp-1
Surf-2, TRVEC, 1.414, 0.707107, 0.707107, 0.
** Name: Load-3   Type: Surface traction
*Dsload, amplitude=Amp-1
Surf-3, TRSHR, 1., 0.707107, 0.707107, 0.
** 
** OUTPUT REQUESTS
** 
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, number=6
*Element output
TRNOR,TRSHR
*Node output
U,RF
*End Step