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161, 95 62, 95, 97, 163 63, 165, 163, 97 64, 97, 99, 165 65, 201, 199, 133 66, 133, 135, 201 67, 203, 201, 135 68, 135, 137, 203 69, 205, 203, 137 70, 137, 139, 205 71, 207, 205, 139 72, 139, 141, 207 73, 209, 207, 141 74, 141, 143, 209 75, 211, 209, 143 76, 143, 145, 211 77, 213, 211, 145 78, 145, 147, 213 79, 215, 213, 147 80, 147, 149, 215 81, 217, 215, 149 82, 149, 151, 217 83, 219, 217, 151 84, 151, 153, 219 85, 221, 219, 153 86, 153, 155, 221 87, 223, 221, 155 88, 155, 157, 223 89, 225, 223, 157 90, 157, 159, 225 91, 227, 225, 159 92, 159, 161, 227 93, 229, 227, 161 94, 161, 163, 229 95, 231, 229, 163 96, 163, 165, 231 97, 267, 265, 199 98, 199, 201, 267 99, 269, 267, 201 100, 201, 203, 269 101, 271, 269, 203 102, 203, 205, 271 103, 273, 271, 205 104, 205, 207, 273 105, 275, 273, 207 106, 207, 209, 275 107, 277, 275, 209 108, 209, 211, 277 109, 279, 277, 211 110, 211, 213, 279 111, 281, 279, 213 112, 213, 215, 281 113, 283, 281, 215 114, 215, 217, 283 115, 285, 283, 217 116, 217, 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491, 425 222, 425, 427, 493 223, 495, 493, 427 224, 427, 429, 495 225, 531, 529, 463 226, 463, 465, 531 227, 533, 531, 465 228, 465, 467, 533 229, 535, 533, 467 230, 467, 469, 535 231, 537, 535, 469 232, 469, 471, 537 233, 539, 537, 471 234, 471, 473, 539 235, 541, 539, 473 236, 473, 475, 541 237, 543, 541, 475 238, 475, 477, 543 239, 545, 543, 477 240, 477, 479, 545 241, 547, 545, 479 242, 479, 481, 547 243, 549, 547, 481 244, 481, 483, 549 245, 551, 549, 483 246, 483, 485, 551 247, 553, 551, 485 248, 485, 487, 553 249, 555, 553, 487 250, 487, 489, 555 251, 557, 555, 489 252, 489, 491, 557 253, 559, 557, 491 254, 491, 493, 559 255, 561, 559, 493 256, 493, 495, 561 ** ** eall ** *SOLID SECTION, ELSET=EALL, MATERIAL=A1 0.01, ** ** A1 ** Date: 05-Apr-96 Time: 11:38:19 ** *MATERIAL, NAME=A1 ** *ELASTIC, TYPE=ISO 1.E+8, 1.E-5 ** ** step 1,Default ** *STEP, AMPLITUDE=RAMP, PERTURBATION Linear Static Analysis ** This load case is the default load case that always appears ** *STATIC ** ** fix ** *BOUNDARY, OP=NEW 1, 1,, 0. 1, 2,, 0. 67, 1,, 0. 67, 2,, 0. 133, 1,, 0. 133, 2,, 0. 199, 1,, 0. 199, 2,, 0. 265, 1,, 0. 265, 2,, 0. 331, 1,, 0. 331, 2,, 0. 397, 1,, 0. 397, 2,, 0. 463, 1,, 0. 463, 2,, 0. 529, 1,, 0. 529, 2,, 0. ** ** load ** *CLOAD, OP=NEW 33, 2, -0.5 561, 2, -0.5 ** *NODE FILE U, *OUTPUT,FIELD *NODE OUTPUT U, *EL PRINT S, E, *END STEP