*HEADING :NAFEMS FORCED VIBRATION; TEST 5H; [C3D27R WITH 24 NODES] *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., 0.5 13, 1., 0.5 14, 2., 0.5 15, 3., 0.5 16, 4., 0.5 17, 5., 0.5 18, 6., 0.5 19, 7., 0.5 20, 8., 0.5 21, 9., 0.5 22, 10., 0.5 23, 0., 1. 24, 1., 1. 25, 2., 1. 26, 3., 1. 27, 4., 1. 28, 5., 1. 29, 6., 1. 30, 7., 1. 31, 8., 1. 32, 9., 1. 33, 10., 1. 34, 0., 1.5 35, 1., 1.5 36, 2., 1.5 37, 3., 1.5 38, 4., 1.5 39, 5., 1.5 40, 6., 1.5 41, 7., 1.5 42, 8., 1.5 43, 9., 1.5 44, 10., 1.5 45, 0., 2. 46, 1., 2. 47, 2., 2. 48, 3., 2. 49, 4., 2. 50, 5., 2. 51, 6., 2. 52, 7., 2. 53, 8., 2. 54, 9., 2. 55, 10., 2. 56, 0., 0., 1. 57, 1., 0., 1. 58, 2., 0., 1. 59, 3., 0., 1. 60, 4., 0., 1. 61, 5., 0., 1. 62, 6., 0., 1. 63, 7., 0., 1. 64, 8., 0., 1. 65, 9., 0., 1. 66, 10., 0., 1. 67, 0., 0.5, 1. 68, 1., 0.5, 1. 69, 2., 0.5, 1. 70, 3., 0.5, 1. 71, 4., 0.5, 1. 72, 5., 0.5, 1. 73, 6., 0.5, 1. 74, 7., 0.5, 1. 75, 8., 0.5, 1. 76, 9., 0.5, 1. 77, 10., 0.5, 1. 78, 0., 1., 1. 79, 1., 1., 1. 80, 2., 1., 1. 81, 3., 1., 1. 82, 4., 1., 1. 83, 5., 1., 1. 84, 6., 1., 1. 85, 7., 1., 1. 86, 8., 1., 1. 87, 9., 1., 1. 88, 10., 1., 1. 89, 0., 1.5, 1. 90, 1., 1.5, 1. 91, 2., 1.5, 1. 92, 3., 1.5, 1. 93, 4., 1.5, 1. 94, 5., 1.5, 1. 95, 6., 1.5, 1. 96, 7., 1.5, 1. 97, 8., 1.5, 1. 98, 9., 1.5, 1. 99, 10., 1.5, 1. 100, 0., 2., 1. 101, 1., 2., 1. 102, 2., 2., 1. 103, 3., 2., 1. 104, 4., 2., 1. 105, 5., 2., 1. 106, 6., 2., 1. 107, 7., 2., 1. 108, 8., 2., 1. 109, 9., 2., 1. 110, 10., 2., 1. 111, 0., 0., 2. 112, 1., 0., 2. 113, 2., 0., 2. 114, 3., 0., 2. 115, 4., 0., 2. 116, 5., 0., 2. 117, 6., 0., 2. 118, 7., 0., 2. 119, 8., 0., 2. 120, 9., 0., 2. 121, 10., 0., 2. 122, 0., 0.5, 2. 123, 1., 0.5, 2. 124, 2., 0.5, 2. 125, 3., 0.5, 2. 126, 4., 0.5, 2. 127, 5., 0.5, 2. 128, 6., 0.5, 2. 129, 7., 0.5, 2. 130, 8., 0.5, 2. 131, 9., 0.5, 2. 132, 10., 0.5, 2. 133, 0., 1., 2. 134, 1., 1., 2. 135, 2., 1., 2. 136, 3., 1., 2. 137, 4., 1., 2. 138, 5., 1., 2. 139, 6., 1., 2. 140, 7., 1., 2. 141, 8., 1., 2. 142, 9., 1., 2. 143, 10., 1., 2. 144, 0., 1.5, 2. 145, 1., 1.5, 2. 146, 2., 1.5, 2. 147, 3., 1.5, 2. 148, 4., 1.5, 2. 149, 5., 1.5, 2. 150, 6., 1.5, 2. 151, 7., 1.5, 2. 152, 8., 1.5, 2. 153, 9., 1.5, 2. 154, 10., 1.5, 2. 155, 0., 2., 2. 156, 1., 2., 2. 157, 2., 2., 2. 158, 3., 2., 2. 159, 4., 2., 2. 160, 5., 2., 2. 161, 6., 2., 2. 162, 7., 2., 2. 163, 8., 2., 2. 164, 9., 2., 2. 165, 10., 2., 2. ** ** *ELEMENT, TYPE=C3D27R, ELSET=EALL 1, 1, 3, 25, 23, 111, 113, 135, 133, 2, 14, 24, 12, 112, 124, 134, 122, 56, 58, 80, 78, 68, 13, 123, 0, 0, 79, 0 2, 3, 5, 27, 25, 113, 115, 137, 135, 4, 16, 26, 14, 114, 126, 136, 124, 58, 60, 82, 80, 70, 15, 125, 0, 0, 81, 0 3, 5, 7, 29, 27, 115, 117, 139, 137, 6, 18, 28, 16, 116, 128, 138, 126, 60, 62, 84, 82, 72, 17, 127, 0, 0, 83, 0 4, 7, 9, 31, 29, 117, 119, 141, 139, 8, 20, 30, 18, 118, 130, 140, 128, 62, 64, 86, 84, 74, 19, 129, 0, 0, 85, 0 5, 9, 11, 33, 31, 119, 121, 143, 141, 10, 22, 32, 20, 120, 132, 142, 130, 64, 66, 88, 86, 76, 21, 131, 0, 0, 87, 0 6, 23, 25, 47, 45, 133, 135, 157, 155, 24, 36, 46, 34, 134, 146, 156, 144, 78, 80, 102, 100, 90, 35, 145, 79, 0, 0, 0 7, 25, 27, 49, 47, 135, 137, 159, 157, 26, 38, 48, 36, 136, 148, 158, 146, 80, 82, 104, 102, 92, 37, 147, 81, 0, 0, 0 8, 27, 29, 51, 49, 137, 139, 161, 159, 28, 40, 50, 38, 138, 150, 160, 148, 82, 84, 106, 104, 94, 39, 149, 83, 0, 0, 0 9, 29, 31, 53, 51, 139, 141, 163, 161, 30, 42, 52, 40, 140, 152, 162, 150, 84, 86, 108, 106, 96, 41, 151, 85, 0, 0, 0 10, 31, 33, 55, 53, 141, 143, 165, 163, 32, 44, 54, 42, 142, 154, 164, 152, 86, 88, 110, 108, 98, 43, 153, 87, 0, 0, 0 *NSET, NSET=ENDS 1, 11, 12, 22, 23, 33, 34, 44, 45, 55, 56, 66, 67, 77, 78, 88, 89, 99, 100, 110, 111, 121, 122, 132, 133, 143, 144, 154, 155, , 165 *NSET, NSET=X0MID 23,78,133 *NSET, NSET=X10MID 33,88,143 *NSET, NSET=NMID 160, *ELSET, ELSET=EMID 8, *SOLID SECTION, ELSET=EALL, MATERIAL=MAT *MATERIAL, NAME=MAT *DENSITY 8000., *ELASTIC 200.E9,0.3 *DAMPING,ALPHA=5.36,BETA=7.46E-5 *STEP,PERT *STEADY STATE DYNAMICS,DIRECT,FREQUENCY SCALE = LINEAR 40.,45.,50,1 *LOAD CASE,NAME=CASE-1 *BOUNDARY,OP=NEW ENDS,3,3 X0MID,1,2 X10MID,2,2 *DLOAD, OP=NEW 6, P5, -500000. 7, P5, -500000. 8, P5, -500000. 9, P5, -500000. 10, P5, -500000. *END LOAD CASE *LOAD CASE,NAME=CASE-2 *BOUNDARY,OP=NEW ENDS,3,3 X0MID,2,2 X10MID,1,2 *DLOAD, OP=NEW 6, P5, 500000. 7, P5, 500000. 8, P5, 500000. 9, P5, 500000. 10, P5, 500000. *END LOAD CASE *NODE PRINT,NSET=NMID,FRE=26 U2, *EL PRINT,FRE=26,POSITION=AVERAGED AT NODES,ELSET=EMID S, *OUTPUT,FIELD *NODE OUTPUT,NSET=NMID U, *ENDSTEP