$ TT1 and TT2 in *section_beam are ignored *KEYWORD $ analytic displacement is 0.01134 per Roark's Formulas (6th ed) p. 432 $ W = 0.3, a = 120, t = 1.0, E = 2.1e5, nu = .3 *damping_global ,500 *database_elout 0.0005 *TITLE DYNA3D TEST - Circular plate with concentrated load at center simp. sup *CONTROL_TERMINATION 0.0301000 0 0.0000000 0 0.0000000 *CONTROL_TIMESTEP 0.0000000 0.5000000 0 0.0000000 0.0000000 0 0 0 *DATABASE_BINARY_D3PLOT 1.00000-4 0 *DATABASE_BINARY_D3THDT 5.00000-5 *DATABASE_EXTENT_BINARY 0 0 0 1 0 0 0 0 0 0 3 0 0 0 *DATABASE_MATSUM 5.00000-4 *mat_elastic 1 7.84300-9 2.10000+5 0.3 *MAT_PLASTIC_KINEMATIC $ 11 7.84300-9 2.10000+5 0.3000000 2.00000+5 2.00000+5 1.0000000 $ no yield 11 7.84300-9 2.10000+5 0.3000000 2.00000+9 2.00000+5 1.0000000 0.0000000 0.0000000 0.0000000 *SECTION_BEAM 1 8 1.0000000 3.0000000 0.0000000 $ 1 7 1.0000000 3.0000000 0.0000000 $1,1,1,1 $1,1,100,100 1,1 *PART STEEL 1 1 1 0 0 0 0 0 *NODE 1 0.000000000E+00 0.000000000E+00 0.000000000E+00 3 7 $ 200 0.000000000E+00 0.000000000E+00 0.000000000E+00 3 2 2 1.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 3 2.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 4 3.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 5 4.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 6 5.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 7 6.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 8 7.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 9 8.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 10 9.000000000E+01 0.000000000E+00 0.000000000E+00 3 2 11 1.000000000E+02 0.000000000E+00 0.000000000E+00 3 2 12 1.100000000E+02 0.000000000E+00 0.000000000E+00 3 2 $ 13 1.200000000E+02 0.000000000E+00 0.000000000E+00 7 0 $ don't restrain in x 13 1.200000000E+02 0.000000000E+00 0.000000000E+00 5 0 $ 14 0.000000000E+00 1.000000000E+02 0.000000000E+00 7 7 14 0.000000000E+00 0.000000000E+02 100.0000000E+00 7 7 $ 15 6.000000000E+01 0.000000000E+00 0.000000000E+00 7 7 $*element_beam_orientation $ 1 1 1 200 $0,1,0 *ELEMENT_BEAM 1 1 1 2 14 2 1 2 3 14 3 1 3 4 14 4 1 4 5 14 5 1 5 6 14 6 1 6 7 14 7 1 7 8 14 8 1 8 9 14 9 1 9 10 14 10 1 10 11 14 11 1 11 12 14 12 1 12 13 14 *DATABASE_HISTORY_NODE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 *DATABASE_HISTORY_BEAM 1 2 3 4 5 6 7 8 9 10 11 12 *DEFINE_CURVE 1 0 0.0000000 0.0000000 0.0000000 0.0000000 0.00000000E+00 .3 2.90269995E+03 .3 *LOAD_NODE_POINT $ scale total load of .3 by 1/(2*PI) since applied load is force per radian 1 2 1 .15915 *END