*HEADING
 ES64SFSH - TRIANGULAR PLATE ON THREE POINT SUPPORTS - [S4R]
*NODE,NSET=ALLN
  1 , 0.00 , -0.138564
  2 , 0.24 ,  0.0
  3 , 0.00 ,  0.138564
  4 , 0.12 , -0.069282
  5 , 0.12 ,  0.069282
  6 , 0.00 ,  0.0
  7 , 0.08 ,  0.0
  8 , 0.00 , -0.069282
  9 , 0.00 ,  0.069282
 10 , 0.06 , -0.103923
 11 , 0.05 , -0.0519615
 12 , 0.04 ,  0.0
 13 , 0.05 ,  0.0519615
 14 , 0.06 ,  0.103923
 15 , 0.10 , -0.034641
 16 , 0.10 ,  0.034641
 17 , 0.18 , -0.034641
 18 , 0.16 ,  0.0
 19 , 0.18 ,  0.034641
*NSET,NSET=CORNERS
 1 , 2 , 3
*NSET,NSET=MID
 7, 
*ELEMENT,TYPE=S4R,ELSET=ALLE
 11 ,  1 , 10 , 11 ,  8
 12 , 10 ,  4 , 15 , 11
 13 ,  8 , 11 , 12 ,  6
 14 , 11 , 15 ,  7 , 12
 21 ,  4 , 17 , 18 , 15
 22 , 17 ,  2 , 19 , 18
 23 , 15 , 18 , 16 ,  7
 24 , 18 , 19 ,  5 , 16
 31 ,  7 , 16 , 13 , 12
 32 , 16 ,  5 , 14 , 13
 33 , 12 , 13 ,  9 ,  6
 34 , 13 , 14 ,  3 ,  9
*SHELL SECTION,ELSET=ALLE,MATERIAL=MAT1,ORIENTATION=XYZ
 .00254 , 5
*MATERIAL,NAME=MAT1
*ELASTIC
 207.E09 , .25
*BOUNDARY
 CORNERS,3,3,0.
 1 , 1 , 2
 1 , 6
*ORIENTATION,NAME=XYZ,SYSTEM=RECTANGULAR
 1.0 , 0.0 , 0.0 , 0.0 , 1.0 , 0.0
 3 , 0.0
*STEP
*STATIC
 1.0 , 1.0
*CLOAD
**
1 , 3 ,  292.275
1 , 4 ,  8.156   
1 , 5 , -4.7091
**
2 , 3 ,  292.275
2 , 5 ,  9.4181 
**
3 , 3 ,  292.275      
3 , 4 , -8.156   
3 , 5 , -4.7091
** 
4 , 3 , -97.425   
4 , 4 ,  17.9995
4 , 5 ,  10.3923
**
5 , 3 , -97.425   
5 , 4 , -17.9995
5 , 5 ,  10.3923
**
6 , 3 , -97.425   
6 , 5 , -20.7846
**
8 , 3 , -97.425   
8 , 5 , -20.7846
**
9 , 3 , -97.425   
9 , 5 , -20.7846
**
10, 3 , -97.425   
10, 4 ,  17.9995
10, 5 ,  10.3923
**
14, 3 , -97.425   
14, 4 , -17.9995
14, 5 ,  10.3923
**
17, 3 , -97.425   
17, 4 ,  17.9995
17, 5 ,  10.3923
**
19, 3 , -97.425   
19, 4 , -17.9995
19, 5 ,  10.3923
**
*NODE PRINT,FREQ=100,NSET=MID
 U, 
*EL PRINT,POSITION=AVERAGED AT NODES,FREQ=100
 SF, 
*NODE FILE,FREQ=100,NSET=MID
 U, 
*OUTPUT,FIELD,FREQ=100
*NODE OUTPUT,NSET=MID
U,
*EL FILE,POSITION=AVERAGED AT NODES,FREQ=100
 SF, 
*END STEP