*HEADING INDIAN POINT FEEDWATER LINE WITH SPRING SUPPORTS ** BEAM ELEMENTS WITH "*DYNAMIC" FOR TIME HISTORY *NODE 1, 0., 423., -234.96 3, 0., 423., -150.96 5, 0., 435., -138.96 6, 0., 474., -138.96 8, 0., 486., -126.96 10, 0., 486., -75.96 11, 0., 486., -51.96 12, 0., 486., -18.00 13, 0., 486., 9.00 15, 0., 486., 144.5 16, 0., 486., 159. 18, 8.484, 494.484, 171. 19, 8.484,494.484,171. 21, 16.93, 497.96, 171. 22, 19.8125, 497.96 , 171. 23, 29.125 ,497.96, 171. 25, 200.72, 497.96, 171.00 27, 260.72, 497.96, 171. 29, 272.72, 509.96, 171.00 31, 272.72, 569.964, 171.00 33, 280.44, 581.96, 180.19 35, 330.1 , 581.96, 239.3 36, 335.21, 581.96, 245.46 38, 342.91, 593.96, 254.65 39, 342.91 , 628. , 254.65 40, 342.91, 660., 254.65 42, 342.91, 706., 254.65 44, 340.22, 714.48, 256.91 46, 296.57, 771.47, 293.54 48, 282.36, 779.95, 289.80 49, 278.50, 779.95, 285.20 50,274.644, 779.95, 280.61 52, 266.93, 791.95, 271.42 53, 266.93, 801., 271.42 54, 266.93, 876.00, 271.42 57, 266.93, 1000.27, 271.42 59, 278.88, 1012.27, 272.46 61, 335.26, 1012.27, 277.39 63, 343.40, 1012.27, 281.64 64, 366.97, 1012.27, 309.73 65, 369.52, 1012.27, 312.76 66, 379.16, 1012.27, 324.25 67, 388.8, 1012.27, 335.74 68, 389.11, 1012.27, 336.11 70, 396.83, 1024.27, 345.3 71, 396.83, 1027.27, 345.3 72, 396.83, 1033.27, 345.3 73, 396.83, 1040.95, 345.3 75, 389.93, 1049.95, 351.08 76, 380.74, 1049.95, 358.8 *NGEN 1,3 8,10 13,15 23,25 25,27 29,31 33,35 40,42 44,46 54,57 59,61 *NGEN,LINE=C 3,5,1,, 0., 435., -150.96 6,8,1,, 0., 474., -126.96 16,18,1,, 8.484, 494.48, 159.00 19, 21,1,, 16.932, 485.96, 171.00 27,29,1,, 260.724, 509.96, 171.00 31,33,1,, 280.44, 569.96, 180.19 36,38,1,, 335.21, 593.96, 245.46 42,44,1,, 333.71, 706.00, 262.37 46,48,1,, 288.85, 771.47, 284.35 50,52,1,, 274.64, 791.95, 280.61 57,59,1,, 278.88, 1000.27, 272.46 61,63,1,, 334.21, 1012.27, 289.34 68,70,1,, 389.11, 1024.27, 336.11 73,75,1,, 389.93, 1040.95, 351.08 ** ** SPRING DEFINITIONS ** *NODE,NSET=SPRS 115, 24.91, 475.93, 144.5 122, 19.81, 497.96, 219.5 123, 29.13, 597.41, 160.55 135, 299.94, 555., 239.30 235, 330.10, 599.46, 239.30 139, 364.74, 628.00, 220.25 239, 359.58, 628.00, 291.83 149,278.50, 792.45, 285.20 153, 321.48, 801.00, 318.12 253, 314.43, 801.00, 212.09 156, 311.81, 990.96, 215.36 256,290.46, 1008.88, 299.46 *NSET,NSET=SMALL 1,25,27,42,45,55,74 *ELEMENT,TYPE=SPRINGA,ELSET=FWR11 1001,15,115 *ELEMENT,TYPE=SPRINGA,ELSET=FWR13 1002,22,122 *ELEMENT,TYPE=SPRINGA,ELSET=FWR14 1003,23,123 *ELEMENT,TYPE=SPRINGA,ELSET=FWR17 1004,35,135 *ELEMENT,TYPE=SPRINGA,ELSET=FWR18 1005,35,235 *ELEMENT,TYPE=SPRINGA,ELSET=FWR20 1006,39,139 *ELEMENT,TYPE=SPRINGA,ELSET=FWR21 1007,39,239 *ELEMENT,TYPE=SPRINGA,ELSET=FWR23 1008,49,149 *ELEMENT,TYPE=SPRINGA,ELSET=FWR25 1009,53,153 *ELEMENT,TYPE=SPRINGA,ELSET=FWR24 1010,53,253 *ELEMENT,TYPE=SPRINGA,ELSET=FWR27 1011,56,156 *ELEMENT,TYPE=SPRINGA,ELSET=FWR28 1012,56,256 *ELSET,ELSET=SPRINGS FWR11, FWR13, FWR14, FWR17, FWR18, FWR20, FWR21, FWR23, FWR24, FWR25, FWR27, FWR28 *SPRING ,ELSET=FWR11 17700. , *SPRING,ELSET=FWR13 119600., *SPRING ,ELSET=FWR14 403000., *SPRING ,ELSET=FWR17 97900., *SPRING,ELSET=FWR18 228000., *SPRING ,ELSET=FWR20 86300., *SPRING,ELSET=FWR21 86300., *SPRING,ELSET=FWR23 319000., *SPRING,ELSET=FWR24 56800., *SPRING,ELSET=FWR25 39100., *SPRING,ELSET=FWR27 55500., *SPRING,ELSET=FWR28 68000., ** ** PIPE DEFINITIONS ** *ELEMENT,TYPE=B31 1,1,2 14,13,14 20,19,20 24,22,23 28,25,26 53,49,50 *ELGEN 1,12 14,5 20,3 24,3 28,24 53,27 *MPC BEAM,18,19 *ELSET,ELSET=D8 1,2,5,8,9,10,11,12,14,16,22 ,15 24,25,26,28,29,32,33,36,37,38,41,42,43,44,47,48 51,53,56,57,58,59,60,63,64,67,68,71 74, *ELSET,ELSET=D8E 3, 4, 6, 7,17,18,20,21,30,31,34,35,39,40 45,46,49,50,54,55,61,62,65,66,72,73 *ELSET,ELSET=BF57 69,70 *ELSET,ELSET=BWR 75, *ELSET,ELSET=D6 76,79 *ELSET,ELSET=D6E 77,78 *MATERIAL,NAME=A1 *ELASTIC 27.9E6,0.3 *DENSITY 0.0010691, *DAMPING,ALPHA=1.5 *BEAM SECTION,ELSET=D8,SECTION=PIPE,MATERIAL=A1 4.305,0.5 1. , , -1. *MATERIAL,NAME=A2 *ELASTIC 27.9E6,0.3 *DENSITY 0.00102423, *DAMPING,ALPHA=1.5 *BEAM SECTION,ELSET=D8E,SECTION=PIPE,MATERIAL=A2 3.15,0.73 1. , , -1. *MATERIAL,NAME=A3 *ELASTIC 27.9E6,0.3 *DENSITY 0.00102423, *DAMPING,ALPHA=1.5 *BEAM SECTION,ELSET=D6 ,SECTION=PIPE,MATERIAL=A3 3.305,0.433 1., *MATERIAL,NAME=A4 *ELASTIC 27.9E6,0.3 *DENSITY 0.0013266, *DAMPING,ALPHA=1.5 *BEAM SECTION,ELSET=D6E,SECTION=PIPE,MATERIAL=A4 2.556,0.592 1., *MATERIAL,NAME=A5 *ELASTIC 27.6E6,0.3 *DENSITY 0.0013266, *DAMPING,ALPHA=1.5 *BEAM SECTION,ELSET=BWR,SECTION=PIPE,MATERIAL=A5 3.805,0.467 1. , , -1. *MATERIAL,NAME=A6 *ELASTIC 27.6E6,0.3 *DENSITY 0.002591, *DAMPING,ALPHA=1.5 *BEAM SECTION,ELSET=BF57,SECTION=PIPE,MATERIAL=A6 3.93,1.54 1. , , -1. *STEP SNAP LOAD---APPLIED STATICALLY *STATIC *BOUNDARY 1,1,6 76,1,6 70,1 70,2 10,2 SPRS,1,3 *CLOAD 25,3,7000. *EL PRINT,ELSET=SPRINGS,FREQUENCY=100 S,E *NODE PRINT,NSET=SMALL U, *NODE FILE,NSET=SMALL U, *OUTPUT,FIELD *NODE OUTPUT,NSET=SMALL U, *END STEP *STEP,INC=1000 RELEASE LOAD *DYNAMIC,DIRECT 0.01,10.0 *CLOAD,OP=NEW *PRINT,RESIDUAL=NO,FREQUENCY=100 *NODE PRINT,NSET=SMALL,FREQUENCY=100 U, *NODE FILE,NSET=SMALL,FREQUENCY=100 U,V,A,RF *EL FILE,ELSET=SPRINGS,FREQUENCY=100 S, *OUTPUT,FIELD,FREQUENCY=100 *NODE OUTPUT,NSET=SMALL U,V,RF *ELEMENT OUTPUT,ELSET=SPRINGS S, *OUTPUT,HISTORY,FREQUENCY=100 *NODE OUTPUT,NSET=SMALL U,V,A,RF *ELEMENT OUTPUT,ELSET=SPRINGS S, *END STEP