*HEADING NFH5XJ8X:NAFEMS FORCED VIBRATION; TEST 5H; [C3D8I] *rest, w,freq=999 *NODE 1, 0., 0. 2, 1., 0. 3, 2., 0. 4, 3., 0. 5, 4., 0. 6, 5., 0. 7, 6., 0. 8, 7., 0. 9, 8., 0. 10, 9., 0. 11, 10., 0. 12, 0., 1. 13, 1., 1. 14, 2., 1. 15, 3., 1. 16, 4., 1. 17, 5., 1. 18, 6., 1. 19, 7., 1. 20, 8., 1. 21, 9., 1. 22, 10., 1. 23, 0., 2. 24, 1., 2. 25, 2., 2. 26, 3., 2. 27, 4., 2. 28, 5., 2. 29, 6., 2. 30, 7., 2. 31, 8., 2. 32, 9., 2. 33, 10., 2. 34, 0., 0., 2. 35, 1., 0., 2. 36, 2., 0., 2. 37, 3., 0., 2. 38, 4., 0., 2. 39, 5., 0., 2. 40, 6., 0., 2. 41, 7., 0., 2. 42, 8., 0., 2. 43, 9., 0., 2. 44, 10., 0., 2. 45, 0., 1., 2. 46, 1., 1., 2. 47, 2., 1., 2. 48, 3., 1., 2. 49, 4., 1., 2. 50, 5., 1., 2. 51, 6., 1., 2. 52, 7., 1., 2. 53, 8., 1., 2. 54, 9., 1., 2. 55, 10., 1., 2. 56, 0., 2., 2. 57, 1., 2., 2. 58, 2., 2., 2. 59, 3., 2., 2. 60, 4., 2., 2. 61, 5., 2., 2. 62, 6., 2., 2. 63, 7., 2., 2. 64, 8., 2., 2. 65, 9., 2., 2. 66, 10., 2., 2. ** ** *ELEMENT, TYPE=C3D8I, ELSET=EALL 1, 1, 2, 13, 12, 34, 35, 46, 45 2, 2, 3, 14, 13, 35, 36, 47, 46 3, 3, 4, 15, 14, 36, 37, 48, 47 4, 4, 5, 16, 15, 37, 38, 49, 48 5, 5, 6, 17, 16, 38, 39, 50, 49 6, 6, 7, 18, 17, 39, 40, 51, 50 7, 7, 8, 19, 18, 40, 41, 52, 51 8, 8, 9, 20, 19, 41, 42, 53, 52 9, 9, 10, 21, 20, 42, 43, 54, 53 10, 10, 11, 22, 21, 43, 44, 55, 54 11, 12, 13, 24, 23, 45, 46, 57, 56 12, 13, 14, 25, 24, 46, 47, 58, 57 13, 14, 15, 26, 25, 47, 48, 59, 58 14, 15, 16, 27, 26, 48, 49, 60, 59 15, 16, 17, 28, 27, 49, 50, 61, 60 16, 17, 18, 29, 28, 50, 51, 62, 61 17, 18, 19, 30, 29, 51, 52, 63, 62 18, 19, 20, 31, 30, 52, 53, 64, 63 19, 20, 21, 32, 31, 53, 54, 65, 64 20, 21, 22, 33, 32, 54, 55, 66, 65 *NSET, NSET=ENDS 1, 11, 12, 22, 23, 33, 34, 44, 45, 55, 56, , 66 *NSET, NSET=X0MID 12,45 *NSET, NSET=X10MID 22,55 *NSET, NSET=NMID 61, *ELSET, ELSET=EMID 15, *SOLID SECTION, ELSET=EALL, MATERIAL=MAT *MATERIAL,NAME=MAT *ELASTIC 200.E9,0.3 *DENSITY 8000., *DAMPING,ALPHA=5.36,BETA=7.46E-5 *BOUNDARY ENDS, 3,3 X0MID,1,2 X10MID,2,2 ** **** HARMONIC LOAD ** ------------- ** *STEP,PERT *STEADY STATE DYNAMICS,DIRECT,FREQUENCY SCALE = LINEAR 40.,45.,50,1 *DLOAD, OP=NEW 11, P5, -500000. 12, P5, -500000. 13, P5, -500000. 14, P5, -500000. 15, P5, -500000. 16, P5, -500000. 17, P5, -500000. 18, P5, -500000. 19, P5, -500000. 20, P5, -500000. *NODE PRINT,NSET=NMID,FRE=27 U2, *EL PRINT,FRE=27,POSITION=AVERAGED AT NODES,ELSET=EMID S, *NODE FILE,NSET=NMID U, *OUTPUT,FIELD *NODE OUTPUT,NSET=NMID U, *EL FILE,FRE=27,POSITION=AVERAGED AT NODES,ELSET=EMID S, *ENDSTEP