*HEADING C3D10 elements with CENT load, case A, ** *RESTART, WRITE, FREQUENCY=1 ** *NODE 1, -0.014, 0.15, 0.0015 2, -0.014, 0.177333, 0.0015 3, -0.014, 0.204667, 0.0015 4, -0.014, 0.232, 0.0015 5, -0.014, 0.259333, 0.0015 6, -0.014, 0.286667, 0.0015 7, -0.014, 0.314, 0.0015 8, -0.014, 0.341333, 0.0015 9, -0.014, 0.368667, 0.0015 10, -0.014, 0.396, 0.0015 11, -0.014, 0.423333, 0.0015 12, -0.014, 0.450667, 0.0015 13, -0.014, 0.478, 0.0015 14, 0., 0.15, 0.0015 15, 2.1684E-19, 0.177333, 0.0015 16, 0., 0.204667, 0.0015 17, 0., 0.232, 0.0015 18, 3.25261E-19, 0.259333, 0.0015 19, 5.42101E-19, 0.286667, 0.0015 20, 2.71051E-19, 0.314, 0.0015 21,-2.71051E-20, 0.341333, 0.0015 22, -1.6263E-19, 0.368667, 0.0015 23,-3.38813E-21, 0.396, 0.0015 24, 6.35275E-19, 0.423333, 0.0015 25, 1.75548E-19, 0.450667, 0.0015 26, 0., 0.478, 0.0015 27, 0.014, 0.15, 0.0015 28, 0.014, 0.177333, 0.0015 29, 0.014, 0.204667, 0.0015 30, 0.014, 0.232, 0.0015 31, 0.014, 0.259333, 0.0015 32, 0.014, 0.286667, 0.0015 33, 0.014, 0.314, 0.0015 34, 0.014, 0.341333, 0.0015 35, 0.014, 0.368667, 0.0015 36, 0.014, 0.396, 0.0015 37, 0.014, 0.423333, 0.0015 38, 0.014, 0.450667, 0.0015 39, 0.014, 0.478, 0.0015 40, -0.014, 0.15 41, -0.014, 0.177333 42, -0.014, 0.204667 43, -0.014, 0.232 44, -0.014, 0.259333 45, -0.014, 0.286667 46, -0.014, 0.314 47, -0.014, 0.341333 48, -0.014, 0.368667 49, -0.014, 0.396 50, -0.014, 0.423333 51, -0.014, 0.450667 52, -0.014, 0.478 53, 0., 0.15 54,-5.42101E-20, 0.204667 55, 4.06576E-20, 0.259333 56,-1.82959E-19, 0.314 57, 1.96512E-19, 0.368667 58,-3.54272E-19, 0.423333 59, 0., 0.478 60, 0.014, 0.15 61, 0.014, 0.177333 62, 0.014, 0.204667 63, 0.014, 0.232 64, 0.014, 0.259333 65, 0.014, 0.286667 66, 0.014, 0.314 67, 0.014, 0.341333 68, 0.014, 0.368667 69, 0.014, 0.396 70, 0.014, 0.423333 71, 0.014, 0.450667 72, 0.014, 0.478 73, -0.014, 0.15, -0.0015 74, -0.014, 0.177333, -0.0015 75, -0.014, 0.204667, -0.0015 76, -0.014, 0.232, -0.0015 77, -0.014, 0.259333, -0.0015 78, -0.014, 0.286667, -0.0015 79, -0.014, 0.314, -0.0015 80, -0.014, 0.341333, -0.0015 81, -0.014, 0.368667, -0.0015 82, -0.014, 0.396, -0.0015 83, -0.014, 0.423333, -0.0015 84, -0.014, 0.450667, -0.0015 85, -0.014, 0.478, -0.0015 86, 0., 0.15, -0.0015 87, 2.1684E-19, 0.177333, -0.0015 88, 0., 0.204667, -0.0015 89, 0., 0.232, -0.0015 90, 3.25261E-19, 0.259333, -0.0015 91, 5.42101E-19, 0.286667, -0.0015 92, 2.71051E-19, 0.314, -0.0015 93,-2.71051E-20, 0.341333, -0.0015 94, -1.6263E-19, 0.368667, -0.0015 95,-3.38813E-21, 0.396, -0.0015 96, 6.35275E-19, 0.423333, -0.0015 97, 1.75548E-19, 0.450667, -0.0015 98, 0., 0.478, -0.0015 99, 0.014, 0.15, -0.0015 100, 0.014, 0.177333, -0.0015 101, 0.014, 0.204667, -0.0015 102, 0.014, 0.232, -0.0015 103, 0.014, 0.259333, -0.0015 104, 0.014, 0.286667, -0.0015 105, 0.014, 0.314, -0.0015 106, 0.014, 0.341333, -0.0015 107, 0.014, 0.368667, -0.0015 108, 0.014, 0.396, -0.0015 109, 0.014, 0.423333, -0.0015 110, 0.014, 0.450667, -0.0015 111, 0.014, 0.478, -0.0015 ** ** *ELEMENT, TYPE=C3D10, ELSET=EALL 1, 1, 27, 73, 3, 14, 53, 40, 2, 15, 41 2, 99, 73, 27, 101, 86, 53, 60, 100, 87, 61 3, 29, 3, 101, 27, 16, 54, 62, 28, 15, 61 4, 75, 101, 3, 73, 88, 54, 42, 74, 87, 41 5, 3, 27, 73, 101, 15, 53, 41, 54, 61, 87 6, 29, 101, 3, 31, 62, 54, 16, 30, 63, 17 7, 75, 3, 101, 77, 42, 54, 88, 76, 43, 89 8, 5, 77, 31, 3, 44, 55, 18, 4, 43, 17 9, 103, 31, 77, 101, 64, 55, 90, 102, 63, 89 10, 3, 31, 101, 77, 17, 63, 54, 43, 55, 89 11, 5, 31, 77, 7, 18, 55, 44, 6, 19, 45 12, 103, 77, 31, 105, 90, 55, 64, 104, 91, 65 13, 33, 7, 105, 31, 20, 56, 66, 32, 19, 65 14, 79, 105, 7, 77, 92, 56, 46, 78, 91, 45 15, 7, 31, 77, 105, 19, 55, 45, 56, 65, 91 16, 33, 105, 7, 35, 66, 56, 20, 34, 67, 21 17, 79, 7, 105, 81, 46, 56, 92, 80, 47, 93 18, 9, 81, 35, 7, 48, 57, 22, 8, 47, 21 19, 107, 35, 81, 105, 68, 57, 94, 106, 67, 93 20, 7, 35, 105, 81, 21, 67, 56, 47, 57, 93 21, 9, 35, 81, 11, 22, 57, 48, 10, 23, 49 22, 107, 81, 35, 109, 94, 57, 68, 108, 95, 69 23, 37, 11, 109, 35, 24, 58, 70, 36, 23, 69 24, 83, 109, 11, 81, 96, 58, 50, 82, 95, 49 25, 11, 35, 81, 109, 23, 57, 49, 58, 69, 95 26, 37, 109, 11, 39, 70, 58, 24, 38, 71, 25 27, 83, 11, 109, 85, 50, 58, 96, 84, 51, 97 28, 13, 85, 39, 11, 52, 59, 26, 12, 51, 25 29, 111, 39, 85, 109, 72, 59, 98, 110, 71, 97 30, 11, 39, 109, 85, 25, 71, 58, 51, 59, 97 ** ** eall ** *SOLID SECTION, ELSET=EALL, MATERIAL=BEAM ** ** beam ** Date: 15-Apr-96 Time: 11:06:03 ** *MATERIAL, NAME=BEAM ** *DENSITY 7850., ** *ELASTIC, TYPE=ISO 2.17E+11, 0.3 ** *BOUNDARY 1, 1,3 14, 1,3 27, 1,3 40, 1,3 53, 1,3 60, 1,3 73, 1,3 86, 1,3 99, 1,3 ** step 1,Default ** *STEP, NLGEOM This load case is the default load case that always appears *FREQUENCY, eigensolver=lanczos 1, , , ** ** fixed ** ** *NODE PRINT, FREQ=1 U, *NODE FILE, FREQ=1 U, ** *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, ** *EL PRINT, POSITION=INTEGRATION POINT, FREQ=1 S, E, *END STEP ** ** step 2,Default ** *STEP, AMPLITUDE=RAMP, INC=10, NLGEOM This load case is the default load case that always appears (2) *STATIC 1., 1. *DLOAD EALL,CENT,1.936918E8,0.,0.,0.,0.,0.,1. **** Direct Text Input End **** ** ** *NODE PRINT, FREQ=1 U, *NODE FILE, FREQ=1 U, ** *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, ** *EL PRINT, POSITION=INTEGRATION POINT, FREQ=1 S, E, *END STEP ** ** step 3,Default ** *STEP, NLGEOM This load case is the default load case that always appears (3) *FREQUENCY, eigensolver=lanczos 1, , , *NODE PRINT, FREQ=1 U, *NODE FILE, FREQ=1 U, ** *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, ** *EL PRINT, POSITION=INTEGRATION POINT, FREQ=1 S, E, *END STEP ** ** step 4,Default ** *STEP, AMPLITUDE=RAMP, INC=10, NLGEOM This load case is the default load case that always appears (4) *STATIC 1., 1. *DLOAD EALL,CENT,7.747675E8,0.,0.,0.,0.,0.,1. **** Direct Text Input End **** ** ** *NODE PRINT, FREQ=1 U, *NODE FILE, FREQ=1 U, ** *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, ** *EL PRINT, POSITION=INTEGRATION POINT, FREQ=1 S, E, *END STEP ** ** step 5,Default ** *STEP, NLGEOM This load case is the default load case that always appears (5) *FREQUENCY, eigensolver=lanczos 1, , , *NODE PRINT, FREQ=1 U, *NODE FILE, FREQ=1 U, ** *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, ** *EL PRINT, POSITION=INTEGRATION POINT, FREQ=1 S, E, *END STEP ** ** step 6,Default ** *STEP, AMPLITUDE=RAMP, INC=10, NLGEOM This load case is the default load case that always appears (6) *STATIC 0.1, 1. *DLOAD EALL,CENT,1.743227E9,0.,0.,0.,0.,0.,1. **** Direct Text Input End **** ** ** *NODE PRINT, FREQ=1 U, *NODE FILE, FREQ=1 U, ** *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, ** *EL PRINT, POSITION=INTEGRATION POINT, FREQ=1 S, E, *END STEP ** ** step 7,Default ** *STEP, NLGEOM This load case is the default load case that always appears (7) *FREQUENCY, eigensolver=lanczos 1, , , *NODE PRINT, FREQ=1 U, *NODE FILE, FREQ=1 U, ** *OUTPUT,FIELD,FREQ=1 *NODE OUTPUT U, ** *EL PRINT, POSITION=INTEGRATION POINT, FREQ=1 S, E, *END STEP