*HEADING
 eccrgydi: *DSLOAD [CCL24RH]
*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
   2  ,  2.5000    ,  0.0000    ,  0.0000
 102  ,  0.0000    ,  2.5000    ,  0.0000
 202  , -2.5000    ,  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
   4  ,  1.0000    ,  0.0000    ,  1.5000
 104  ,  0.0000    ,  1.0000    ,  1.5000
 204  , -1.0000    ,  0.0000    ,  1.5000
   5  ,  2.5000    ,  0.0000    ,  1.5000
 105  ,  0.0000    ,  2.5000    ,  1.5000
 205  , -2.5000    ,  0.0000    ,  1.5000
   6  ,  4.0000    ,  0.0000    ,  1.5000
 106  ,  0.0000    ,  4.0000    ,  1.5000
 206  , -4.0000    ,  0.0000    ,  1.5000
   7  ,  1.0000    ,  0.0000    ,  3.0000    
 107  ,  0.0000    ,  1.0000    ,  3.0000    
 207  , -1.0000    ,  0.0000    ,  3.0000
   8  ,  2.5000    ,  0.0000    ,  3.0000
 108  ,  0.0000    ,  2.5000    ,  3.0000
 208  , -2.5000    ,  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
*surface, NAME=SIDE_1
 1, S1
*surface, NAME=SIDE_2
 1, S2
*surface, NAME=SIDE_3
 1, S3
*surface, NAME=SIDE_4
 1, S4
*surface, NAME=SIDE_5
 1, S5
*surface, NAME=SIDE_6
 1, S6
*ELEMENT,TYPE=CCL24RH, ELSET=EALL    
  1 , 201, 203, 209, 207,   1,   3,   9,   7, 101,  103, 109, 107, 202, 206, 208, 
      204,   2,   6,   8,   4, 102, 106, 108, 104,
*SOLID SECTION ,ELSET=EALL,MATERIA= A1
*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
*BOUNDARY
 ALL,1,3
***************************
*STEP,PERTURBATION
  -- P LOAD TYPE, FACE 1 --
*STATIC
*DSLOAD
 SIDE_1,P,3000.
*EL PRINT
 LOADS,
*NODE PRINT,TOT=YES
 RF, 
*OUTPUT,FIELD
*NODE OUTPUT
 RF, 
*OUTPUT,HISTORY,FREQ=0
*END STEP
*STEP,PERTURBATION
  -- P LOAD TYPE, FACE 2 --
*STATIC
*DSLOAD
 SIDE_2,P,3000.
*END STEP
*STEP,PERTURBATION
  -- P LOAD TYPE, FACE 3 --
*STATIC
*DSLOAD
 SIDE_3,P,3000.
*END STEP
*STEP,PERTURBATION
  -- P LOAD TYPE, FACE 4 --
*STATIC
*DSLOAD
 SIDE_4,P,3000.
*END STEP
*STEP,PERTURBATION
  -- P LOAD TYPE, FACE 5 --
*STATIC
*DSLOAD
 SIDE_5,P,3000.
*END STEP
*STEP,PERTURBATION
  -- P LOAD TYPE, FACE 6 --
*STATIC
*DSLOAD
 SIDE_6,P,3000.
*END STEP
*STEP,PERTURBATION
  -- HP LOAD TYPE, FACE 1 --
*STATIC
*DSLOAD
 SIDE_1,HP,3000.,3.,0.
*END STEP
*STEP,PERTURBATION
  -- HP LOAD TYPE, FACE 2 --
*STATIC
*DSLOAD
 SIDE_2,HP,3000.,3.,0.
*END STEP
*STEP,PERTURBATION
  -- HP LOAD TYPE, FACE 3 --
*STATIC
*DSLOAD
 SIDE_3,HP,3000.,3.,0.
*END STEP
*STEP,PERTURBATION
  -- HP LOAD TYPE, FACE 4 --
*STATIC
*DSLOAD
 SIDE_4,HP,3000.,3.,0.
*END STEP
*STEP,PERTURBATION
  -- HP LOAD TYPE, FACE 5 --
*STATIC
*DSLOAD
 SIDE_5,HP,3000.,3.,0.
*END STEP
*STEP,PERTURBATION
  -- HP LOAD TYPE, FACE 6 --
*STATIC
*DSLOAD
 SIDE_6,HP,3000.,3.,0.
*END STEP