How to define a load on file.nam

ELOAD,P3,200000

these is the way

*NODE, NSET=Nbeam
       1,-5.000000000000e-01,5.000000000000e-01,0.000000000000e+00
       2,0.000000000000e+00,5.000000000000e-01,0.000000000000e+00
       3,0.000000000000e+00,5.000000000000e-01,1.000000000000e+00
       4,-5.000000000000e-01,5.000000000000e-01,1.000000000000e+00
       5,-5.000000000000e-01,0.000000000000e+00,0.000000000000e+00
       6,0.000000000000e+00,0.000000000000e+00,0.000000000000e+00
       7,0.000000000000e+00,0.000000000000e+00,1.000000000000e+00
       8,-5.000000000000e-01,0.000000000000e+00,1.000000000000e+00
       9,0.000000000000e+00,5.000000000000e-01,2.000000000000e+00
      10,-5.000000000000e-01,5.000000000000e-01,2.000000000000e+00
      11,0.000000000000e+00,0.000000000000e+00,2.000000000000e+00
      12,-5.000000000000e-01,0.000000000000e+00,2.000000000000e+00
      13,0.000000000000e+00,5.000000000000e-01,3.000000000000e+00
      14,-5.000000000000e-01,5.000000000000e-01,3.000000000000e+00
      15,0.000000000000e+00,0.000000000000e+00,3.000000000000e+00
      16,-5.000000000000e-01,0.000000000000e+00,3.000000000000e+00
      17,0.000000000000e+00,5.000000000000e-01,4.000000000000e+00
      18,-5.000000000000e-01,5.000000000000e-01,4.000000000000e+00
      19,0.000000000000e+00,0.000000000000e+00,4.000000000000e+00
      20,-5.000000000000e-01,0.000000000000e+00,4.000000000000e+00
      21,0.000000000000e+00,5.000000000000e-01,5.000000000000e+00
      22,-5.000000000000e-01,5.000000000000e-01,5.000000000000e+00
      23,0.000000000000e+00,0.000000000000e+00,5.000000000000e+00
      24,-5.000000000000e-01,0.000000000000e+00,5.000000000000e+00
      25,0.000000000000e+00,5.000000000000e-01,6.000000000000e+00
      26,-5.000000000000e-01,5.000000000000e-01,6.000000000000e+00
      27,0.000000000000e+00,0.000000000000e+00,6.000000000000e+00
      28,-5.000000000000e-01,0.000000000000e+00,6.000000000000e+00
      29,0.000000000000e+00,5.000000000000e-01,7.000000000000e+00
      30,-5.000000000000e-01,5.000000000000e-01,7.000000000000e+00
      31,0.000000000000e+00,0.000000000000e+00,7.000000000000e+00
      32,-5.000000000000e-01,0.000000000000e+00,7.000000000000e+00
      33,0.000000000000e+00,5.000000000000e-01,8.000000000000e+00
      34,-5.000000000000e-01,5.000000000000e-01,8.000000000000e+00
      35,0.000000000000e+00,0.000000000000e+00,8.000000000000e+00
      36,-5.000000000000e-01,0.000000000000e+00,8.000000000000e+00
      37,-5.000000000000e-01,-5.000000000000e-01,0.000000000000e+00
      38,0.000000000000e+00,-5.000000000000e-01,0.000000000000e+00
      39,0.000000000000e+00,-5.000000000000e-01,1.000000000000e+00
      40,-5.000000000000e-01,-5.000000000000e-01,1.000000000000e+00
      41,0.000000000000e+00,-5.000000000000e-01,2.000000000000e+00
      42,-5.000000000000e-01,-5.000000000000e-01,2.000000000000e+00
      43,0.000000000000e+00,-5.000000000000e-01,3.000000000000e+00
      44,-5.000000000000e-01,-5.000000000000e-01,3.000000000000e+00
      45,0.000000000000e+00,-5.000000000000e-01,4.000000000000e+00
      46,-5.000000000000e-01,-5.000000000000e-01,4.000000000000e+00
      47,0.000000000000e+00,-5.000000000000e-01,5.000000000000e+00
      48,-5.000000000000e-01,-5.000000000000e-01,5.000000000000e+00
      49,0.000000000000e+00,-5.000000000000e-01,6.000000000000e+00
      50,-5.000000000000e-01,-5.000000000000e-01,6.000000000000e+00
      51,0.000000000000e+00,-5.000000000000e-01,7.000000000000e+00
      52,-5.000000000000e-01,-5.000000000000e-01,7.000000000000e+00
      53,0.000000000000e+00,-5.000000000000e-01,8.000000000000e+00
      54,-5.000000000000e-01,-5.000000000000e-01,8.000000000000e+00
      55,5.000000000000e-01,5.000000000000e-01,0.000000000000e+00
      56,5.000000000000e-01,5.000000000000e-01,1.000000000000e+00
      57,5.000000000000e-01,0.000000000000e+00,0.000000000000e+00
      58,5.000000000000e-01,0.000000000000e+00,1.000000000000e+00
      59,5.000000000000e-01,5.000000000000e-01,2.000000000000e+00
      60,5.000000000000e-01,0.000000000000e+00,2.000000000000e+00
      61,5.000000000000e-01,5.000000000000e-01,3.000000000000e+00
      62,5.000000000000e-01,0.000000000000e+00,3.000000000000e+00
      63,5.000000000000e-01,5.000000000000e-01,4.000000000000e+00
      64,5.000000000000e-01,0.000000000000e+00,4.000000000000e+00
      65,5.000000000000e-01,5.000000000000e-01,5.000000000000e+00
      66,5.000000000000e-01,0.000000000000e+00,5.000000000000e+00
      67,5.000000000000e-01,5.000000000000e-01,6.000000000000e+00
      68,5.000000000000e-01,0.000000000000e+00,6.000000000000e+00
      69,5.000000000000e-01,5.000000000000e-01,7.000000000000e+00
      70,5.000000000000e-01,0.000000000000e+00,7.000000000000e+00
      71,5.000000000000e-01,5.000000000000e-01,8.000000000000e+00
      72,5.000000000000e-01,0.000000000000e+00,8.000000000000e+00
      73,5.000000000000e-01,-5.000000000000e-01,0.000000000000e+00
      74,5.000000000000e-01,-5.000000000000e-01,1.000000000000e+00
      75,5.000000000000e-01,-5.000000000000e-01,2.000000000000e+00
      76,5.000000000000e-01,-5.000000000000e-01,3.000000000000e+00
      77,5.000000000000e-01,-5.000000000000e-01,4.000000000000e+00
      78,5.000000000000e-01,-5.000000000000e-01,5.000000000000e+00
      79,5.000000000000e-01,-5.000000000000e-01,6.000000000000e+00
      80,5.000000000000e-01,-5.000000000000e-01,7.000000000000e+00
      81,5.000000000000e-01,-5.000000000000e-01,8.000000000000e+00
*ELEMENT, TYPE=C3D8, ELSET=Ebeam
     1,     1,     2,     3,     4,     5,     6,     7,     8
     2,     4,     3,     9,    10,     8,     7,    11,    12
     3,    10,     9,    13,    14,    12,    11,    15,    16
     4,    14,    13,    17,    18,    16,    15,    19,    20
     5,    18,    17,    21,    22,    20,    19,    23,    24
     6,    22,    21,    25,    26,    24,    23,    27,    28
     7,    26,    25,    29,    30,    28,    27,    31,    32
     8,    30,    29,    33,    34,    32,    31,    35,    36
     9,     5,     6,     7,     8,    37,    38,    39,    40
    10,     8,     7,    11,    12,    40,    39,    41,    42
    11,    12,    11,    15,    16,    42,    41,    43,    44
    12,    16,    15,    19,    20,    44,    43,    45,    46
    13,    20,    19,    23,    24,    46,    45,    47,    48
    14,    24,    23,    27,    28,    48,    47,    49,    50
    15,    28,    27,    31,    32,    50,    49,    51,    52
    16,    32,    31,    35,    36,    52,    51,    53,    54
    17,     2,    55,    56,     3,     6,    57,    58,     7
    18,     3,    56,    59,     9,     7,    58,    60,    11
    19,     9,    59,    61,    13,    11,    60,    62,    15
    20,    13,    61,    63,    17,    15,    62,    64,    19
    21,    17,    63,    65,    21,    19,    64,    66,    23
    22,    21,    65,    67,    25,    23,    66,    68,    27
    23,    25,    67,    69,    29,    27,    68,    70,    31
    24,    29,    69,    71,    33,    31,    70,    72,    35
    25,     6,    57,    58,     7,    38,    73,    74,    39
    26,     7,    58,    60,    11,    39,    74,    75,    41
    27,    11,    60,    62,    15,    41,    75,    76,    43
    28,    15,    62,    64,    19,    43,    76,    77,    45
    29,    19,    64,    66,    23,    45,    77,    78,    47
    30,    23,    66,    68,    27,    47,    78,    79,    49
    31,    27,    68,    70,    31,    49,    79,    80,    51
    32,    31,    70,    72,    35,    51,    80,    81,    53

*NSET,NSET=Nfix
1, 2, 5, 6, 37, 38, 55, 57, 73, 

*ELSET,ELSET=Eload
9, 10 ,11, 12, 13, 14, 15, 16
25, 26 ,27, 28, 29, 30, 31, 32

*MATERIAL,NAME=EL
*ELASTIC
2e6,0.3
*SOLID SECTION,ELSET=Ebeam,MATERIAL=EL

*DENSITY
7.86E-9

*BOUNDARY
Nfix,1,3,0

*STEP
*STATIC
*DLOAD
**Ebeam,GRAV,9810.,0.,0.,-1.
Eload,P2,10

*NODE FILE
U
*EL FILE
S
*END STEP

maybe you should start more simple