Truss element one direction

Hello,

i have here now an example for the gap element.
What have i to do, that i can use the gap element for tension or pressure?
for what is the first value gap clearance? How must i use or set these value?

thnx for your help & support

**** EXAMPLE GAPUNI with PRESSURE and TENSION
*HEADING
Model: GAPUNI

*NODE, NSET=Nall
       1,8.000000000000e+00,8.000000000000e+00,0.000000000000e+00
       2,8.000000000000e+00,4.000000000000e+00,0.000000000000e+00
       3,8.000000000000e+00,4.000000000000e+00,8.000000000000e+00
       4,8.000000000000e+00,8.000000000000e+00,8.000000000000e+00
       5,4.000000000000e+00,8.000000000000e+00,0.000000000000e+00
       6,4.000000000000e+00,4.000000000000e+00,0.000000000000e+00
       7,4.000000000000e+00,4.000000000000e+00,8.000000000000e+00
       8,4.000000000000e+00,8.000000000000e+00,8.000000000000e+00
       9,8.000000000000e+00,4.000000000000e+00,1.600000000000e+01
      10,8.000000000000e+00,8.000000000000e+00,1.600000000000e+01
      11,4.000000000000e+00,4.000000000000e+00,1.600000000000e+01
      12,4.000000000000e+00,8.000000000000e+00,1.600000000000e+01
      13,0.000000000000e+00,8.000000000000e+00,0.000000000000e+00
      14,0.000000000000e+00,4.000000000000e+00,0.000000000000e+00
      15,0.000000000000e+00,4.000000000000e+00,8.000000000000e+00
      16,0.000000000000e+00,8.000000000000e+00,8.000000000000e+00
      17,0.000000000000e+00,4.000000000000e+00,1.600000000000e+01
      18,0.000000000000e+00,8.000000000000e+00,1.600000000000e+01
      19,8.000000000000e+00,0.000000000000e+00,0.000000000000e+00
      20,8.000000000000e+00,0.000000000000e+00,8.000000000000e+00
      21,4.000000000000e+00,0.000000000000e+00,0.000000000000e+00
      22,4.000000000000e+00,0.000000000000e+00,8.000000000000e+00
      23,8.000000000000e+00,0.000000000000e+00,1.600000000000e+01
      24,4.000000000000e+00,0.000000000000e+00,1.600000000000e+01
      25,0.000000000000e+00,0.000000000000e+00,0.000000000000e+00
      26,0.000000000000e+00,0.000000000000e+00,8.000000000000e+00
      27,0.000000000000e+00,0.000000000000e+00,1.600000000000e+01
      28,8.000000000000e+00,8.000000000000e+00,3.200000000000e+01
      29,8.000000000000e+00,4.000000000000e+00,3.200000000000e+01
      30,8.000000000000e+00,4.000000000000e+00,4.000000000000e+01
      31,8.000000000000e+00,8.000000000000e+00,4.000000000000e+01
      32,4.000000000000e+00,8.000000000000e+00,3.200000000000e+01
      33,4.000000000000e+00,4.000000000000e+00,3.200000000000e+01
      34,4.000000000000e+00,4.000000000000e+00,4.000000000000e+01
      35,4.000000000000e+00,8.000000000000e+00,4.000000000000e+01
      36,8.000000000000e+00,4.000000000000e+00,4.800000000000e+01
      37,8.000000000000e+00,8.000000000000e+00,4.800000000000e+01
      38,4.000000000000e+00,4.000000000000e+00,4.800000000000e+01
      39,4.000000000000e+00,8.000000000000e+00,4.800000000000e+01
      40,0.000000000000e+00,8.000000000000e+00,3.200000000000e+01
      41,0.000000000000e+00,4.000000000000e+00,3.200000000000e+01
      42,0.000000000000e+00,4.000000000000e+00,4.000000000000e+01
      43,0.000000000000e+00,8.000000000000e+00,4.000000000000e+01
      44,0.000000000000e+00,4.000000000000e+00,4.800000000000e+01
      45,0.000000000000e+00,8.000000000000e+00,4.800000000000e+01
      46,8.000000000000e+00,0.000000000000e+00,3.200000000000e+01
      47,8.000000000000e+00,0.000000000000e+00,4.000000000000e+01
      48,4.000000000000e+00,0.000000000000e+00,3.200000000000e+01
      49,4.000000000000e+00,0.000000000000e+00,4.000000000000e+01
      50,8.000000000000e+00,0.000000000000e+00,4.800000000000e+01
      51,4.000000000000e+00,0.000000000000e+00,4.800000000000e+01
      52,0.000000000000e+00,0.000000000000e+00,3.200000000000e+01
      53,0.000000000000e+00,0.000000000000e+00,4.000000000000e+01
      54,0.000000000000e+00,0.000000000000e+00,4.800000000000e+01

*ELEMENT, TYPE=C3D8, ELSET=Eall
     1,     1,     2,     3,     4,     5,     6,     7,     8
     2,     4,     3,     9,    10,     8,     7,    11,    12
     3,     5,     6,     7,     8,    13,    14,    15,    16
     4,     8,     7,    11,    12,    16,    15,    17,    18
     5,     2,    19,    20,     3,     6,    21,    22,     7
     6,     3,    20,    23,     9,     7,    22,    24,    11
     7,     6,    21,    22,     7,    14,    25,    26,    15
     8,     7,    22,    24,    11,    15,    26,    27,    17
     9,    28,    29,    30,    31,    32,    33,    34,    35
    10,    31,    30,    36,    37,    35,    34,    38,    39
    11,    32,    33,    34,    35,    40,    41,    42,    43
    12,    35,    34,    38,    39,    43,    42,    44,    45
    13,    29,    46,    47,    30,    33,    48,    49,    34
    14,    30,    47,    50,    36,    34,    49,    51,    38
    15,    33,    48,    49,    34,    41,    52,    53,    42
    16,    34,    49,    51,    38,    42,    53,    54,    44

*NSET,NSET=Ndis 
36, 37, 38, 39, 44, 45, 50, 51, 54, 

*NSET,NSET=Nfix 
1, 2, 5, 6, 13, 14, 19, 21, 25, 

*MATERIAL, NAME=EL
*ELASTIC
210000.,.3
*SOLID SECTION, ELSET=Eall, MATERIAL=EL

*ELEMENT, TYPE=GAPUNI, ELSET=G1
99,11,33

*SOLID SECTION, ELSET=G1, MATERIAL=EL
*GAP, ELSET=G1
0.5,0.,0.,1.

***ELEMENT,TYPE=T3D2,ELSET=ET3D2
**99,11,33

***SOLID SECTION,ELSET=ET3D2,MATERIAL=EL
**5

*BOUNDARY
Nfix,1,3,0
Ndis,3,3,-5
Ndis,1,1,0

*STEP, NLGEOM

*STATIC, SOLVER=SPOOLES

*NODE FILE, OUTPUT=3D
U

*EL FILE
S

*END STEP