output file Z88O4.TXT : nodal forces, computed by Z88R V15OS
                        ************

starting with nodal forces computed for each element
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element # =     1     type = beam in space
node         F(1)           F(2)           F(3)           F(4)           F(5)           F(6)
    1    -2.84126E+01   +0.00000E+00   -2.08578E+01   +0.00000E+00   -1.71741E+03   +0.00000E+00
    2    +2.84126E+01   +0.00000E+00   +2.08578E+01   +0.00000E+00   -1.12385E+03   +0.00000E+00

element # =     2     type = beam in space
node         F(1)           F(2)           F(3)           F(4)           F(5)           F(6)
    3    -2.35547E+01   +0.00000E+00   +9.68891E+02   +0.00000E+00   -1.39354E+03   +0.00000E+00
    4    +2.35547E+01   +0.00000E+00   -9.68891E+02   +0.00000E+00   -9.61922E+02   +0.00000E+00

element # =     3     type = beam in space
node         F(1)           F(2)           F(3)           F(4)           F(5)           F(6)
    2    +9.71587E+02   +0.00000E+00   -2.08578E+01   +0.00000E+00   +1.12385E+03   +0.00000E+00
    4    -9.71587E+02   +0.00000E+00   +2.08578E+01   +0.00000E+00   +9.61922E+02   +0.00000E+00

element # =     4     type = truss in space
node         F(1)           F(2)           F(3)
    1    -9.48033E+02   +0.00000E+00   -9.48033E+02
    4    +9.48033E+02   +0.00000E+00   +9.48033E+02

the nodal sums for each node
----------------------------
  node       F(1)           F(2)           F(3)           F(4)           F(5)           F(6)

    1    -9.76445E+02   +0.00000E+00   -9.68891E+02   +0.00000E+00   -1.71741E+03   +0.00000E+00
    2    +1.00000E+03   +0.00000E+00   -3.55271E-15   +0.00000E+00   +0.00000E+00   +0.00000E+00
    3    -2.35547E+01   +0.00000E+00   +9.68891E+02   +0.00000E+00   -1.39354E+03   +0.00000E+00
    4    +0.00000E+00   +0.00000E+00   +3.41061E-13   +0.00000E+00   +4.54747E-13   +0.00000E+00
