*Heading
 C3D8 Elements; Static Analysis
** Job name: nosubstr_rbm_solid3d_sta Model name: Model-1
**
** PARTS
**
*Part, name=Blok
*End Part
**
** ASSEMBLY
**
*Assembly, name=Assembly
**  
*Instance, name=Blok-1, part=Blok
*Node
      1,          10.,           0.,           5.
      2,     6.666667,           0.,           5.
      3,     3.333333,           0.,           5.
      4,           0.,           0.,           5.
      5,          10.,           0.,          2.5
      6,     6.666667,           0.,          2.5
      7,     3.333333,           0.,          2.5
      8,           0.,           0.,          2.5
      9,          10.,           0.,           0.
     10,     6.666667,           0.,           0.
     11,     3.333333,           0.,           0.
     12,           0.,           0.,           0.
     13,          10.,          2.5,           5.
     14,     6.666667,          2.5,           5.
     15,     3.333333,          2.5,           5.
     16,           0.,          2.5,           5.
     17,          10.,          2.5,          2.5
     18,     6.666667,          2.5,          2.5
     19,     3.333333,          2.5,          2.5
     20,           0.,          2.5,          2.5
     21,          10.,          2.5,           0.
     22,     6.666667,          2.5,           0.
     23,     3.333333,          2.5,           0.
     24,           0.,          2.5,           0.
     25,          10.,           5.,           5.
     26,     6.666667,           5.,           5.
     27,     3.333333,           5.,           5.
     28,           0.,           5.,           5.
     29,          10.,           5.,          2.5
     30,     6.666667,           5.,          2.5
     31,     3.333333,           5.,          2.5
     32,           0.,           5.,          2.5
     33,          10.,           5.,           0.
     34,     6.666667,           5.,           0.
     35,     3.333333,           5.,           0.
     36,           0.,           5.,           0.
*Element, type=C3D8
 1, 13, 14, 18, 17,  1,  2,  6,  5
 2, 14, 15, 19, 18,  2,  3,  7,  6
 3, 15, 16, 20, 19,  3,  4,  8,  7
 4, 17, 18, 22, 21,  5,  6, 10,  9
 5, 18, 19, 23, 22,  6,  7, 11, 10
 6, 19, 20, 24, 23,  7,  8, 12, 11
 7, 25, 26, 30, 29, 13, 14, 18, 17
 8, 26, 27, 31, 30, 14, 15, 19, 18
 9, 27, 28, 32, 31, 15, 16, 20, 19
10, 29, 30, 34, 33, 17, 18, 22, 21
11, 30, 31, 35, 34, 18, 19, 23, 22
12, 31, 32, 36, 35, 19, 20, 24, 23
** Region: (Secn:Picked)
*Elset, elset=_I1, internal, generate
  1,  12,   1
** Section: Secn
*Solid Section, elset=_I1, material=Elas
1.,
*element,type=spring1,elset=spr1
10002,9
*spring,elset=spr1
1,
1000,
*element,type=spring1,elset=spr2
10003,9
*spring,elset=spr2
2,
1000,
*element,type=spring1,elset=spr3
10004,9
*spring,elset=spr3
3,
1000,
*element,type=spring1,elset=spr5
10006,1
*spring,elset=spr5
2
1000
*End Instance
*Nset, nset=_Set4, internal, instance=Blok-1
 4,
*Nset, nset=_Set5, internal, instance=Blok-1
 9,
*End Assembly
** 
** MATERIALS
** 
*Material, name=Elas
*Density
10.,
*Elastic
 1e+08,0.
** ----------------------------------------------------------------
** 
** STEP: Stp1
** 
*Step, name=Stp1, nlgeom, inc=1000,unsym=no,extrap=no
Rigid Body Motion
*Static
0.1, 1., 0.1, 0.1
*controls,param=time inc
,,,12
*controls,param=field
1.e-5,,,,,,1.e-10
** 
** BOUNDARY CONDITIONS
** 
** Name: BC1 Type: Symmetry/Antisymmetry/Encastre
*Boundary
_Set4, PINNED
** 
** LOADS
** 
** Name: Lod1   Type: Concentrated force
*Cload
_Set5, 1, 1200.
_Set5, 2, -1800.
_Set5, 3, 1500.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=1
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field, variable=PRESELECT
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
*El Print, freq=999999
s
*ElPrint,freq=999999
e
*Node Print, freq=999999
u
*End Step