*HEADING
: NAFEMS TEST LE1, Plane Stress Elements -- Elliptic Membr.  [CPS4R]
*NODE, NSET=CF000
       1,  0.000000000E+00,  0.100000000E+01,  0.000000000E+00
       2,  0.000000000E+00,  0.143750000E+01,  0.000000000E+00
       3,  0.000000000E+00,  0.187500000E+01,  0.000000000E+00
       4,  0.000000000E+00,  0.231250000E+01,  0.000000000E+00
       5,  0.000000000E+00,  0.275000000E+01,  0.000000000E+00
       6,  0.659993768E+00,  0.932965577E+00,  0.000000000E+00
       7,  0.742354751E+00,  0.134813046E+01,  0.000000000E+00
       8,  0.824715674E+00,  0.176329529E+01,  0.000000000E+00
       9,  0.907076657E+00,  0.217846012E+01,  0.000000000E+00
      10,  0.989437640E+00,  0.259362507E+01,  0.000000000E+00
      11,  0.116500008E+01,  0.812829971E+00,  0.000000000E+00
      12,  0.131950009E+01,  0.118442249E+01,  0.000000000E+00
      13,  0.147400010E+01,  0.155601501E+01,  0.000000000E+00
      14,  0.162850010E+01,  0.192760754E+01,  0.000000000E+00
      15,  0.178300011E+01,  0.229920006E+01,  0.000000000E+00
      16,  0.153326130E+01,  0.649529397E+00,  0.000000000E+00
      17,  0.174826157E+01,  0.957065761E+00,  0.000000000E+00
      18,  0.196326196E+01,  0.126460230E+01,  0.000000000E+00
      19,  0.217826223E+01,  0.157213867E+01,  0.000000000E+00
      20,  0.239326262E+01,  0.187967515E+01,  0.000000000E+00
      21,  0.178302014E+01,  0.452999949E+00,  0.000000000E+00
      22,  0.204546523E+01,  0.676749945E+00,  0.000000000E+00
      23,  0.230790997E+01,  0.900500059E+00,  0.000000000E+00
      24,  0.257035518E+01,  0.112425005E+01,  0.000000000E+00
      25,  0.283279991E+01,  0.134800017E+01,  0.000000000E+00
      26,  0.193251860E+01,  0.233178139E+00,  0.000000000E+00
      27,  0.222793627E+01,  0.354164839E+00,  0.000000000E+00
      28,  0.252335286E+01,  0.475151539E+00,  0.000000000E+00
      29,  0.281877041E+01,  0.596138597E+00,  0.000000000E+00
      30,  0.311418724E+01,  0.717125177E+00,  0.000000000E+00
      31,  0.200000000E+01,  0.000000000E+00,  0.000000000E+00
      32,  0.231250000E+01,  0.000000000E+00,  0.000000000E+00
      33,  0.262500000E+01,  0.000000000E+00,  0.000000000E+00
      34,  0.293750000E+01,  0.000000000E+00,  0.000000000E+00
      35,  0.325000000E+01,  0.000000000E+00,  0.000000000E+00
*ELEMENT, TYPE=CPS4R, ELSET=M001P001
    1,     1,     6,     7,     2
    2,     6,    11,    12,     7
    3,    11,    16,    17,    12
    4,    16,    21,    22,    17
    5,    21,    26,    27,    22
    6,    26,    31,    32,    27
    7,     2,     7,     8,     3
    8,     7,    12,    13,     8
    9,    12,    17,    18,    13
   10,    17,    22,    23,    18
   11,    22,    27,    28,    23
   12,    27,    32,    33,    28
   13,     3,     8,     9,     4
   14,     8,    13,    14,     9
   15,    13,    18,    19,    14
   16,    18,    23,    24,    19
   17,    23,    28,    29,    24
   18,    28,    33,    34,    29
   19,     4,     9,    10,     5
   20,     9,    14,    15,    10
   21,    14,    19,    20,    15
   22,    19,    24,    25,    20
   23,    24,    29,    30,    25
   24,    29,    34,    35,    30
*ELSET,ELSET=LOAD
 19,20,21,22,23,24
*ELSET,ELSET=PR
 6, 
*SOLID SECTION, ELSET=M001P001, MATERIAL=M001P001
0.1000    ,     5
*MATERIAL, NAME=M001P001
*ELASTIC, TYPE=ISO
0.2100E+06, 0.3000    , 0.0000E+00
*STEP, AMP=RAMP
LOAD CASE     1
*STATIC
*DLOAD, OP=NEW
  LOAD,P3,-10.0
*BOUNDARY, OP=NEW
    1,     1,      , 0.0000E+00
    2,     1,      , 0.0000E+00
    3,     1,      , 0.0000E+00
    4,     1,      , 0.0000E+00
    5,     1,      , 0.0000E+00
   31,     2,      , 0.0000E+00
   32,     2,      , 0.0000E+00
   33,     2,      , 0.0000E+00
   34,     2,      , 0.0000E+00
   35,     2,      , 0.0000E+00
*EL PRINT,POS=AVERAGED AT NODES
*EL FILE, ELSET=PR, POSITION=AVERAGED AT NODES
S, 
*NODE FILE, GLOBAL=YES
U, 
*OUTPUT,FIELD
*NODE OUTPUT
U,
*END STEP