*Heading
** Job name: TEMP Model name: Model-1
**
** 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,          10.,           0.,           0.
      3,          10.,          10.,           0.
      4,           0.,          10.,           0.
      5,           0.,           0.,          10.
      6,          10.,           0.,          10.
      7,          10.,          10.,          10.
      8,           0.,          10.,          10.
      9,           5.,           0.,           0.
     10,          10.,           5.,           0.
     11,           5.,          10.,           0.
     12,           0.,           5.,           0.
     13,           5.,           0.,          10.
     14,          10.,           5.,          10.
     15,           5.,          10.,          10.
     16,           0.,           5.,          10.
     17,           0.,           0.,           5.
     18,          10.,           0.,           5.
     19,          10.,          10.,           5.
     20,           0.,          10.,           5.
*Element, type=C3D20
1,  1,  2,  3,  4,  5,  6,  7,  8,  9, 10, 11, 12, 13, 14, 15,
   16, 17, 18, 19, 20
*Elset, elset=BRICK
 1,
** Region: (Section-1-BRICK:BRICK)
*Elset, elset=_I1, internal
 1,
** Section: Section-1-BRICK
*Solid Section, elset=_I1, material=ELMAT
1.,
*ORIENTATION,NAME=REBAR1,DEFINITION=OFFSET TO NODES
2,4
3
*MPC
LINEAR,9,1,2
LINEAR,10,2,3
LINEAR,11,3,4
LINEAR,12,1,4
LINEAR,13,5,6
LINEAR,14,6,7
LINEAR,15,7,8
LINEAR,16,5,8
LINEAR,17,1,5
LINEAR,18,2,6
LINEAR,19,3,7
LINEAR,20,4,8
*REBAR,ELEMENT=CONTINUUM,MATERIAL=RBMAT1,NAME=REBAR1,SINGLE
BRICK,1.,.5,.5,1
*REBAR,ELEMENT=CONTINUUM,MATERIAL=RBMAT2,NAME=REBAR2,SINGLE
BRICK,1.,.5,.5,2
*REBAR,ELEMENT=CONTINUUM,MATERIAL=RBMAT3,NAME=REBAR3,SINGLE
BRICK,1.,.5,.5,3
*End Instance
*Nset, nset=BACK, instance=PART-1-1
  1,  2,  3,  4,  9, 10, 11, 12
*Nset, nset=BOT, instance=PART-1-1
  1,  2,  5,  6,  9, 13, 17, 18
*Nset, nset=LEFT, instance=PART-1-1
  1,  4,  5,  8, 12, 16, 17, 20
*Nset, nset=EqnSet-1, instance=PART-1-1
 5, 6, 8
*Nset, nset=EqnSet-2, instance=PART-1-1
 7,
*Nset, nset=EqnSet-3, instance=PART-1-1
 3, 4, 8
*Nset, nset=EqnSet-4, instance=PART-1-1
 7,
*Nset, nset=EqnSet-5, instance=PART-1-1
 2, 3, 6
*Nset, nset=EqnSet-6, instance=PART-1-1
 7,
*Elset, elset=__M12_S5, internal, instance=PART-1-1
 1,
*Surface, type=ELEMENT, name=_M12, internal
__M12_S5, S5
*Elset, elset=__M13_S4, internal, instance=PART-1-1
 1,
*Surface, type=ELEMENT, name=_M13, internal
__M13_S4, S4
*Elset, elset=__M14_S2, internal, instance=PART-1-1
 1,
*Surface, type=ELEMENT, name=_M14, internal
__M14_S2, S2
*Elset, elset=__M15_S5, internal, instance=PART-1-1
 1,
*Surface, type=ELEMENT, name=_M15, internal
__M15_S5, S5
*Elset, elset=__M16_S4, internal, instance=PART-1-1
 1,
*Surface, type=ELEMENT, name=_M16, internal
__M16_S4, S4
*Elset, elset=__M17_S2, internal, instance=PART-1-1
 1,
*Surface, type=ELEMENT, name=_M17, internal
__M17_S2, S2
*Equation
2
EqnSet-1, 3, 1.
EqnSet-2, 3, -1.
*Equation
2
EqnSet-3, 2, 1.
EqnSet-4, 2, -1.
*Equation
2
EqnSet-5, 1, 1.
EqnSet-6, 1, -1.
*End Assembly
** 
** MATERIALS
** 
*Material, name=ELMAT
*Elastic
1.,0.
*Material, name=RBMAT1
*Elastic
 3e+07,0.
*Material, name=RBMAT2
*Elastic
 3e+07,0.
*Material, name=RBMAT3
*Elastic
 3e+07,0.
** 
** BOUNDARY CONDITIONS
** 
** Name: Disp-BC-1 Type: Displacement/Rotation
*Boundary
LEFT, 1, 1
** Name: Disp-BC-2 Type: Displacement/Rotation
*Boundary
BOT, 2, 2
** Name: Disp-BC-3 Type: Displacement/Rotation
*Boundary
BACK, 3, 3
** ----------------------------------------------------------------
** 
** STEP: Step-1
** 
*Step, name=Step-1, perturbation
*Static
** 
** LOADS
** 
** Name: DISTFORCE-1   Type: Pressure
*Dsload
_M12, P, -1000.
** Name: DISTFORCE-2   Type: Pressure
*Dsload
_M13, P, -1000.
** Name: DISTFORCE-3   Type: Pressure
*Dsload
_M14, P, -1000.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=0
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field
*Element Output
S,
E,
*Element Output, Rebar
S,
E,
*Node Output
U, RF, COORD
*Output, history, frequency=0
*El Print, freq=999999
*Node Print, freq=999999
*EL FILE, F=1
S,
E,
*EL FILE, REBAR, F=1
S,
E,
*NODE FILE, F=1
U,
RF,
*End Step
** ----------------------------------------------------------------
** 
** STEP: Step-2
** 
*Step, name=Step-2, nlgeom
LARGEDISPLACEMENTANALYSIS
*Static
1., 1., 1e-05, 1.
** 
** LOADS
** 
** Name: DISTFORCE-4   Type: Pressure
*Dsload
_M15, P, -1000.
** Name: DISTFORCE-5   Type: Pressure
*Dsload
_M16, P, -1000.
** Name: DISTFORCE-6   Type: Pressure
*Dsload
_M17, P, -1000.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=0
** 
** FIELD OUTPUT: F-Output-2
** 
*Output, field
*Element Output
S,
E,
*Element Output, Rebar
S,
E,
*Node Output
U, RF, COORD
*Output, history, frequency=0
*EL FILE, F=1
S,
E,
*EL FILE, REBAR, F=1
S,
E,
*NODE FILE, F=1
U,
RF,
*End Step