*Heading
*Node
    101,         300.,           0.
    102,       306.25,           0.
    103,        312.5,           0.
    104,       318.75,           0.
    105,         325.,           0.
    201,         300.,          20.
    202,       306.25,          20.
    203,        312.5,          20.
    204,       318.75,          20.
    205,         325.,          20.
    301,         300.,          40.
    302,       306.25,          40.
    303,        312.5,          40.
    304,       318.75,          40.
    305,         325.,          40.
    401,         300.,          60.
    402,       306.25,          60.
    403,        312.5,          60.
    404,       318.75,          60.
    405,         325.,          60.
    501,         300.,          80.
    502,       306.25,          80.
    503,        312.5,          80.
    504,       318.75,          80.
    505,         325.,          80.
   1505,       306.25,           0.
   1506,       306.25,          40.
   1507,       318.75,           0.
   1508,       318.75,          40.
   1509,       306.25,          40.
   1510,       306.25,          80.
   1511,       318.75,          40.
   1512,       318.75,          80.
*Element, type=CAX4R
100, 101, 103, 303, 301
101, 103, 105, 305, 303
200, 301, 303, 503, 501
201, 303, 305, 505, 503
*Elset, elset=EALL
 100, 101, 200, 201
**Elset, elset=_I1, internal
** 100, 101, 200, 201
** Section: Section-1-EALL
*Solid Section, elset=EALL, material=A1
1.,
*ORIENTATION,NAME=REBAR1,DEFINITION=OFFSET TO NODES
2,4
3
*ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-1
1201,1505,1506
1202,1507,1508
1203,1509,1510
1204,1511,1512
*SURFACE SECTION,ELSET=SFMAX1-1
*REBAR LAYER
REBAR1,0.300000,0.500000,0.000000,STEEL,-45.000000,1
*EMBEDDED ELEMENT,HOST ELSET=EALL
1201,
1202,
1203,
1204,
*Nset, nset=BOT, generate
 101,  105,    1
*Nset, nset=LEFT, generate
 101,  501,  100
*Nset, nset=NALL 
 101, 102, 103, 104, 105, 201, 202, 203, 204, 205, 301, 302, 303, 304, 305, 401
 402, 403, 404, 405, 501, 502, 503, 504, 505
*Nset, nset=RIGHT, generate
 105,  505,  100
*Nset, nset=TOP, generate
 501,  505,    1
*Elset, elset=ELOAD
 100, 200
**Elset, elset=_DISTFORCE-1_S4, internal, instance=PART-1-1
** 100, 200
*Surface, type=ELEMENT, name=DISTFORCE-1
ELOAD, S4
** 
** MATERIALS
** 
*Material, name=A1
*Elastic
5000., 0.3
*Material, name=STEEL
*Elastic
250000.,0.
** 
** BOUNDARY CONDITIONS
** 
** Name: Disp-BC-1 Type: Displacement/Rotation
*Boundary
BOT, 1, 1
BOT, 2, 2
BOT, 3, 3
BOT, 4, 4
BOT, 5, 5
BOT, 6, 6
** Name: Disp-BC-2 Type: Symmetry/Antisymmetry/Encastre
*Boundary
TOP, YSYMM
** ----------------------------------------------------------------
** 
** STEP: Step-1
** 
*Step, name=Step-1, nlgeom
*Static
0.2, 1., 1e-05, 1.
** 
** LOADS
** 
** Name: DISTFORCE-1   Type: Pressure
*Dsload
DISTFORCE-1, P, 10.
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=10
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field
*Node Output
U, 
*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