*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.
**AMPLITUDE DEFINITION
*amplitude,name=ss,def=smooth step
0,0,0.2,1.,1.,1.
** ----------------------------------------------------------------
** 
** STEP: Stp1
** 
*Step, name=Stp1, nlgeom, inc=1000,unsym=no,extrap=no
Rigid Body Motion
*Dynamic,alpha=-0.05,nohaf,direct=no stop
0.1, 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,amp=ss
_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