*Heading
*Node
      1,           2.,           0.
      2,           2.,           1.
      3,           2.,           2.
      4,           2.,           3.
      5,           2.,           4.
      6,           2.,           5.
     11,          2.5,           0.
     12,          2.5,           1.
     13,          2.5,           2.
     14,          2.5,           3.
     15,          2.5,           4.
     16,          2.5,           5.
   1016,         2.25,           0.
   1017,         2.25,           1.
   1018,         2.25,           1.
   1019,         2.25,           2.
   1020,         2.25,           2.
   1021,         2.25,           3.
   1022,         2.25,           3.
   1023,         2.25,           4.
   1024,         2.25,           4.
   1025,         2.25,           5.
*Element, type=CAX4
1,  1, 11, 12,  2
2,  2, 12, 13,  3
3,  3, 13, 14,  4
4,  4, 14, 15,  5
5,  5, 15, 16,  6
*Elset, elset=SOL, generate
 1,  5,  1
*Solid Section, elset=SOL, material=MAT1
1.,
*ELEMENT,TYPE=SFMAX1,ELSET=SFMAX1-1
1005,1016,1017
1006,1018,1019
1007,1020,1021
1008,1022,1023
1009,1024,1025
*SURFACE SECTION,ELSET=SFMAX1-1
*REBAR LAYER
RB40,0.005000,0.314160,0.000000,MAT2,90.000000,1
*EMBEDDED ELEMENT,HOST ELSET=SOL
1005,
1006,
1007,
1008,
1009,
*Nset, nset=ALL
  1,  2,  3,  4,  5,  6, 11, 12, 13, 14, 15, 16
*Nset, nset=ALL, generate
1016,1025,1
** 
** MATERIALS
** 
*Material, name=MAT1
*Elastic
100000., 0.495
*Material, name=MAT2
*Elastic
 1e+08, 0.495
*STEP
*SUBSTRUCTURE GENERATE,TYPE=Z1,OVERWRITE
*RETAINED NODAL DOFS
1,
6,
11,
16,
*SUBSTRUCTURE LOAD CASE,NAME=CLOAD
*CLOAD
6,2,200.
16,2,200.
*END STEP