$ beam at equilibrium *KEYWORD *INITIAL_STRESS_BEAM $ 1 3 9 0 0 0 0 1 3 8 0 0 0 0 -6.091E+01 8.241E-05 0.000E+00 2.446E-01-5.189E-20-3.144E-16 0.000E+00 -3.241E+01 8.319E-05 0.000E+00 2.493E-01-5.709E-20-3.458E-16 0.000E+00 1.126E+01 8.438E-05 0.000E+00 2.565E-01-6.504E-20-3.940E-16 0.000E+00 4.966E+01 8.542E-05 0.000E+00 2.628E-01-7.204E-20-4.364E-16 0.000E+00 6.482E+01 8.584E-05 3.519E-35 2.653E-01-8.472E-20-4.531E-16 0.000E+00 4.966E+01 8.542E-05 0.000E+00 2.628E-01-7.204E-20-4.364E-16 0.000E+00 1.126E+01 8.438E-05 0.000E+00 2.565E-01-6.504E-20-3.940E-16 0.000E+00 -3.241E+01 8.319E-05 0.000E+00 2.493E-01-5.709E-20-3.458E-16 0.000E+00 $-6.091E+01 8.241E-05 0.000E+00 2.446E-01-5.189E-20-3.144E-16 0.000E+00 2 3 9 0 0 0 0 -3.655E+01 2.118E-04 0.000E+00 2.390E-01 2.161E-19 5.037E-16 0.000E+00 -1.945E+01 2.150E-04 0.000E+00 2.463E-01 9.860E-20 2.298E-16 0.000E+00 6.754E+00 2.198E-04 0.000E+00 2.575E-01-8.150E-20-1.899E-16 0.000E+00 2.979E+01 2.240E-04 0.000E+00 2.674E-01-2.399E-19-5.590E-16 0.000E+00 3.889E+01 2.257E-04 6.035E-35 2.713E-01-3.133E-19-7.048E-16 0.000E+00 2.979E+01 2.240E-04 0.000E+00 2.674E-01-2.399E-19-5.590E-16 0.000E+00 6.754E+00 2.198E-04 0.000E+00 2.575E-01-8.150E-20-1.899E-16 0.000E+00 -1.945E+01 2.150E-04 0.000E+00 2.463E-01 9.860E-20 2.298E-16 0.000E+00 -3.655E+01 2.118E-04 0.000E+00 2.390E-01 2.161E-19 5.037E-16 0.000E+00 3 3 9 0 0 0 0 -1.218E+01 2.819E-04 0.000E+00 2.478E-01-4.523E-19-8.061E-16 0.000E+00 -6.482E+00 2.837E-04 0.000E+00 2.510E-01-3.110E-19-5.542E-16 0.000E+00 2.251E+00 2.865E-04 0.000E+00 2.559E-01-9.445E-20-1.683E-16 0.000E+00 9.931E+00 2.889E-04 0.000E+00 2.602E-01 9.596E-20 1.710E-16 0.000E+00 1.296E+01 2.898E-04-1.911E-35 2.619E-01 1.632E-19 3.050E-16 0.000E+00 9.931E+00 2.889E-04 0.000E+00 2.602E-01 9.596E-20 1.710E-16 0.000E+00 2.251E+00 2.865E-04 0.000E+00 2.559E-01-9.445E-20-1.683E-16 0.000E+00 -6.482E+00 2.837E-04 0.000E+00 2.510E-01-3.110E-19-5.542E-16 0.000E+00 -1.218E+01 2.819E-04 0.000E+00 2.478E-01-4.523E-19-8.061E-16 0.000E+00 *damping_global ,30 $ beam IP output in numerical order (see p. 3.14 in 940 structured user's manual) *CONTROL_TERMINATION 0.9000000 0 0.0000000 0 0.0000000 *DATABASE_BINARY_D3PLOT 0.0100000 0 *DATABASE_EXTENT_BINARY 0 0 0 0 0 0 0 0 0 0 9 0 0 0 *DATABASE_NODOUT 2.00000-3 *DATABASE_ELOUT .009 *DATABASE_SPCFORC 2.00000-3 *DATABASE_BNDOUT 2.00000-3 *MAT_ELASTIC 1 3.00000-4 1.00000+7 0.2000000 $*mat_plastic_kinematic $$1,2e-4,1e7,.2, 20,0,1 $1,2e-4,1e7,.2, 15,1e4,1 $ *SECTION_BEAM 1,1,,3,1 1,1,0,0 $ 1 1 0.0000000 2.0000000 0.0000000 $ 1.0000000 1.0000000 1.0000000 1.0000000 *SECTION_BEAM 2,1,,4,1 1,1,0,0 $ 2 1 0.0000000 3.0000000 0.0000000 $ 1.0000000 1.0000000 1.0000000 1.0000000 *PART material type # 1 1 1 1 0 0 0 0 0 *NODE 1 1.800000000E+01 0.000000000E+00 0.000000000E+00 0 0 2 3.600000000E+01 0.000000000E+00 0.000000000E+00 0 0 3 5.400000000E+01 0.000000000E+00 0.000000000E+00 0 0 4 7.200000000E+01 0.000000000E+00 0.000000000E+00 0 0 5 0.000000000E+00 1.000000000E+00 0.000000000E+00 0 0 *ELEMENT_BEAM 1 1 1 2 5 2 1 2 3 5 3 1 3 4 5 $ 11 2 11 12 15 $ 12 2 12 13 15 $ 13 2 13 14 15 *BOUNDARY_SPC_NODE 1 0 1 1 1 1 1 1 *DEFINE_CURVE 1 0 0.0000000 0.0000000 0.0000000 0.0000000 0.00000000E+00 0.10000000E+00 1.00000001E-01 1.00000001E-01 1.00000000E+00 1.00000001E-01 *LOAD_NODE_POINT 4 2 1 2.0000000 *END