*Heading
** Job name: Test_nur_seil Model name: nur_seil
** Generated by: Abaqus/CAE 6.9-3
*Preprint, echo=NO, model=NO, history=NO, contact=NO
** ----------------------------------------------------------------
** 
** PART INSTANCE: Part-1-1
** 
*Node
      1,         -15.,           0.,           0.
      2,      -11.375,           0.,           0.
      3,        -7.75,           0.,           0.
      4,       -4.125,           0.,           0.
      5,         -0.5,           0.,           0.
      6,        3.125,           0.,           0.
      7,         6.75,           0.,           0.
      8,       10.375,           0.,           0.
      9,          14.,           0.,           0.
     10,       17.625,           0.,           0.
     11,        21.25,           0.,           0.
*Element, type=B31
 1,  1,  2
 2,  2,  3
 3,  3,  4
 4,  4,  5
 5,  5,  6
 6,  6,  7
 7,  7,  8
 8,  8,  9
 9,  9, 10
10, 10, 11
*Nset, nset=Part-1-1__PickedSet4, generate
  1,  11,   1
*Elset, elset=Part-1-1__PickedSet4, generate
 1, 10,  1
*Nset, nset=Part-1-1__PickedSet5, generate
  1,  11,   1
*Elset, elset=Part-1-1__PickedSet5, generate
 1, 10,  1
** Section: Section-1
*Solid Section, elset=Part-1-1__PickedSet5, material=Material-1
1.,
*System
*Nset, nset=_PickedSet4
 1,
*Nset, nset=_PickedSet5
 11,
** 
** MATERIALS
** 
*Material, name=Material-1
*Density
 7.1e-09,
*Elastic
210000., 0.33
** ----------------------------------------------------------------
** 
** STEP: Step-1
** 
*Step, name=Step-1
*Static
1., 1., 1e-05, 1.
** 
** BOUNDARY CONDITIONS
** 
** Name: BC-1 Type: Displacement/Rotation
*Boundary
_PickedSet4, 1, 1
_PickedSet4, 2, 2
_PickedSet4, 3, 3
_PickedSet4, 4, 4
_PickedSet4, 5, 5
_PickedSet4, 6, 6
** 
** LOADS
** 
** Name: Load-1   Type: Concentrated force
*Cload
_PickedSet5, 1, 10.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=0
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
*End Step