*HEADING
 ecccghd2: FOUNDATION TYPES [CCL12H]
*PREPRINT,MODEL=NO,HIST=NO
*NODE,NSET=ALL
   1  ,  1.0000    ,  0.0000    ,  0.0000    
 101  ,  0.0000    ,  1.0000    ,  0.0000    
 201  , -1.0000    ,  0.0000    ,  0.0000
   3  ,  4.0000    ,  0.0000    ,  0.0000    
 103  ,  0.0000    ,  4.0000    ,  0.0000    
 203  , -4.0000    ,  0.0000    ,  0.0000
   7  ,  1.0000    ,  0.0000    ,  3.0000    
 107  ,  0.0000    ,  1.0000    ,  3.0000    
 207  , -1.0000    ,  0.0000    ,  3.0000
   9  ,  4.0000    ,  0.0000    ,  3.0000    
 109  ,  0.0000    ,  4.0000    ,  3.0000    
 209  , -4.0000    ,  0.0000    ,  3.0000
*NSET,NSET=SYM
 1,3,9,7,201,203,207,209
*NSET,NSET=BOT
 1,3,101,103,201,203
*NSET,NSET=TOP
 7,9,107,109,207,209
*NSET,NSET=OUTSIDE
 3,9,103,109,203,209
*NSET,NSET=INSIDE
 1,7,101,107,201,207
*ELEMENT,TYPE=CCL12H, ELSET=EALL    
 1,  201, 203, 209, 207, 1,  3,  9,  7, 101, 103, 109, 107
*SOLID SECTION ,ELSET=EALL,MATERIA= A1,ORIENTA=CYL                                   
*ORIENTATION,SYS=CYLIN,NAME=CYL
 0.0, 0.0, 0.0,  0.0, 0.0, 1.0
 1,  90.0
*TRANSFORM,TYPE=C,NSET=ALL
 0.0, 0.0, 0.0,  0.0, 0.0, 1.0 
*MATERIAL,NAME=A1
*ELASTIC
 3.E6,0.3
*FOUNDATION
 1,F1,300.
*FOUNDATION
 1,F2,300.
*FOUNDATION
 1,F3,300.
*FOUNDATION
 1,F4,300.
*FOUNDATION
 1,F5,300.
*FOUNDATION
 1,F6,300.
*************************************
*STEP,PERTURBATION
 FOUNDATION F1  
*STATIC
*BOUNDARY,OP=NEW
 INSIDE,1,1
 INSIDE,2,2,0.1
 OUTSIDE,2,2,0.4
 TOP,3
*EL PRINT,FREQ=1
 S
*NODE PRINT
 RF, 
 U,
*OUTPUT,FIELD
*NODE OUTPUT,NSET=ALL
 RF, U
*ELEMENT OUTPUT
 S
*OUTPUT,HISTORY,FREQ=0
*END STEP
*************************************
*STEP,PERTURBATION
 FOUNDATION F3  
*STATIC
*BOUNDARY,OP=NEW
 INSIDE, 1
 SYM, 2
 TOP, 3,3,0.1
 BOT, 3,3,0.1
*END STEP
*************************************
*STEP,PERTURBATION
 FOUNDATION F4  
*STATIC
*BOUNDARY,OP=NEW
 OUTSIDE, 1, , 0.1 
 INSIDE,  1, , 0.1	
 SYM, 2
 TOP, 3
*END STEP