diff --git a/Validation/Validation/Case_03/output/Ansys output/Stress/stress.lis b/Validation/Validation/Case_03/output/Ansys output/Stress/stress.lis new file mode 100644 index 00000000..87b874a7 --- /dev/null +++ b/Validation/Validation/Case_03/output/Ansys output/Stress/stress.lis @@ -0,0 +1,17826 @@ + + PRINT S PRIN ELEMENT SOLUTION PER ELEMENT + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.16486 -0.11181 -0.29326 0.45812 0.39959 + 196 0.16486 -0.11181 -0.29326 0.45812 0.39959 + 197 0.16486 -0.11181 -0.29326 0.45812 0.39959 + 197 0.16486 -0.11181 -0.29326 0.45812 0.39959 + 184 0.16486 -0.11181 -0.29326 0.45812 0.39959 + 184 0.16486 -0.11181 -0.29326 0.45812 0.39959 + 184 0.16486 -0.11181 -0.29326 0.45812 0.39959 + 184 0.16486 -0.11181 -0.29326 0.45812 0.39959 + + ELEMENT= 2 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.37061 0.61454E-001-0.16304 0.53365 0.46409 + 198 0.37061 0.61454E-001-0.16304 0.53365 0.46409 + 199 0.37061 0.61454E-001-0.16304 0.53365 0.46409 + 199 0.37061 0.61454E-001-0.16304 0.53365 0.46409 + 200 0.37061 0.61454E-001-0.16304 0.53365 0.46409 + 200 0.37061 0.61454E-001-0.16304 0.53365 0.46409 + 200 0.37061 0.61454E-001-0.16304 0.53365 0.46409 + 200 0.37061 0.61454E-001-0.16304 0.53365 0.46409 + + ELEMENT= 3 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.49836 0.88046E-002-0.53488 1.0332 0.89523 + 201 0.49836 0.88046E-002-0.53488 1.0332 0.89523 + 198 0.49836 0.88046E-002-0.53488 1.0332 0.89523 + 198 0.49836 0.88046E-002-0.53488 1.0332 0.89523 + 200 0.49836 0.88046E-002-0.53488 1.0332 0.89523 + 200 0.49836 0.88046E-002-0.53488 1.0332 0.89523 + 200 0.49836 0.88046E-002-0.53488 1.0332 0.89523 + 200 0.49836 0.88046E-002-0.53488 1.0332 0.89523 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 4 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 -0.73611E-002-0.13313 -0.80134 0.79398 0.73917 + 202 -0.73611E-002-0.13313 -0.80134 0.79398 0.73917 + 200 -0.73611E-002-0.13313 -0.80134 0.79398 0.73917 + 200 -0.73611E-002-0.13313 -0.80134 0.79398 0.73917 + 203 -0.73611E-002-0.13313 -0.80134 0.79398 0.73917 + 203 -0.73611E-002-0.13313 -0.80134 0.79398 0.73917 + 203 -0.73611E-002-0.13313 -0.80134 0.79398 0.73917 + 203 -0.73611E-002-0.13313 -0.80134 0.79398 0.73917 + + ELEMENT= 5 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.4831 0.19211E-001-0.11292 1.5961 1.5343 + 108 1.4831 0.19211E-001-0.11292 1.5961 1.5343 + 16 1.4831 0.19211E-001-0.11292 1.5961 1.5343 + 16 1.4831 0.19211E-001-0.11292 1.5961 1.5343 + 15 1.4831 0.19211E-001-0.11292 1.5961 1.5343 + 15 1.4831 0.19211E-001-0.11292 1.5961 1.5343 + 15 1.4831 0.19211E-001-0.11292 1.5961 1.5343 + 15 1.4831 0.19211E-001-0.11292 1.5961 1.5343 + + ELEMENT= 6 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 0.43179 -0.12420 -0.58138 1.0132 0.87882 + 195 0.43179 -0.12420 -0.58138 1.0132 0.87882 + 184 0.43179 -0.12420 -0.58138 1.0132 0.87882 + 184 0.43179 -0.12420 -0.58138 1.0132 0.87882 + 196 0.43179 -0.12420 -0.58138 1.0132 0.87882 + 196 0.43179 -0.12420 -0.58138 1.0132 0.87882 + 196 0.43179 -0.12420 -0.58138 1.0132 0.87882 + 196 0.43179 -0.12420 -0.58138 1.0132 0.87882 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 7 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 -0.40889E-001-0.27066 -1.1497 1.1088 1.0136 + 206 -0.40889E-001-0.27066 -1.1497 1.1088 1.0136 + 202 -0.40889E-001-0.27066 -1.1497 1.1088 1.0136 + 202 -0.40889E-001-0.27066 -1.1497 1.1088 1.0136 + 195 -0.40889E-001-0.27066 -1.1497 1.1088 1.0136 + 195 -0.40889E-001-0.27066 -1.1497 1.1088 1.0136 + 195 -0.40889E-001-0.27066 -1.1497 1.1088 1.0136 + 195 -0.40889E-001-0.27066 -1.1497 1.1088 1.0136 + + ELEMENT= 8 SOLID185 + NODE S1 S2 S3 SINT SEQV + 206 0.58969E-001-0.35558E-001 -1.4847 1.5436 1.4986 + 207 0.58969E-001-0.35558E-001 -1.4847 1.5436 1.4986 + 208 0.58969E-001-0.35558E-001 -1.4847 1.5436 1.4986 + 208 0.58969E-001-0.35558E-001 -1.4847 1.5436 1.4986 + 209 0.58969E-001-0.35558E-001 -1.4847 1.5436 1.4986 + 209 0.58969E-001-0.35558E-001 -1.4847 1.5436 1.4986 + 209 0.58969E-001-0.35558E-001 -1.4847 1.5436 1.4986 + 209 0.58969E-001-0.35558E-001 -1.4847 1.5436 1.4986 + + ELEMENT= 9 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.64606E-002-0.11330 -0.36279 0.36925 0.32629 + 210 0.64606E-002-0.11330 -0.36279 0.36925 0.32629 + 211 0.64606E-002-0.11330 -0.36279 0.36925 0.32629 + 211 0.64606E-002-0.11330 -0.36279 0.36925 0.32629 + 196 0.64606E-002-0.11330 -0.36279 0.36925 0.32629 + 196 0.64606E-002-0.11330 -0.36279 0.36925 0.32629 + 196 0.64606E-002-0.11330 -0.36279 0.36925 0.32629 + 196 0.64606E-002-0.11330 -0.36279 0.36925 0.32629 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 10 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.69549 0.25340E-001-0.16895 0.86445 0.78553 + 212 0.69549 0.25340E-001-0.16895 0.86445 0.78553 + 213 0.69549 0.25340E-001-0.16895 0.86445 0.78553 + 213 0.69549 0.25340E-001-0.16895 0.86445 0.78553 + 214 0.69549 0.25340E-001-0.16895 0.86445 0.78553 + 214 0.69549 0.25340E-001-0.16895 0.86445 0.78553 + 214 0.69549 0.25340E-001-0.16895 0.86445 0.78553 + 214 0.69549 0.25340E-001-0.16895 0.86445 0.78553 + + ELEMENT= 11 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.46785 0.64097E-001-0.56595 1.0338 0.90242 + 211 0.46785 0.64097E-001-0.56595 1.0338 0.90242 + 215 0.46785 0.64097E-001-0.56595 1.0338 0.90242 + 215 0.46785 0.64097E-001-0.56595 1.0338 0.90242 + 216 0.46785 0.64097E-001-0.56595 1.0338 0.90242 + 216 0.46785 0.64097E-001-0.56595 1.0338 0.90242 + 216 0.46785 0.64097E-001-0.56595 1.0338 0.90242 + 216 0.46785 0.64097E-001-0.56595 1.0338 0.90242 + + ELEMENT= 12 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.15982 -0.11139 -0.71292 0.87274 0.77365 + 217 0.15982 -0.11139 -0.71292 0.87274 0.77365 + 207 0.15982 -0.11139 -0.71292 0.87274 0.77365 + 207 0.15982 -0.11139 -0.71292 0.87274 0.77365 + 218 0.15982 -0.11139 -0.71292 0.87274 0.77365 + 218 0.15982 -0.11139 -0.71292 0.87274 0.77365 + 218 0.15982 -0.11139 -0.71292 0.87274 0.77365 + 218 0.15982 -0.11139 -0.71292 0.87274 0.77365 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 13 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.22260 0.42081E-001-0.41530 0.63791 0.56952 + 215 0.22260 0.42081E-001-0.41530 0.63791 0.56952 + 211 0.22260 0.42081E-001-0.41530 0.63791 0.56952 + 211 0.22260 0.42081E-001-0.41530 0.63791 0.56952 + 219 0.22260 0.42081E-001-0.41530 0.63791 0.56952 + 219 0.22260 0.42081E-001-0.41530 0.63791 0.56952 + 219 0.22260 0.42081E-001-0.41530 0.63791 0.56952 + 219 0.22260 0.42081E-001-0.41530 0.63791 0.56952 + + ELEMENT= 14 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.36393 -0.21542E-001-0.72041 1.0843 0.95205 + 208 0.36393 -0.21542E-001-0.72041 1.0843 0.95205 + 221 0.36393 -0.21542E-001-0.72041 1.0843 0.95205 + 221 0.36393 -0.21542E-001-0.72041 1.0843 0.95205 + 211 0.36393 -0.21542E-001-0.72041 1.0843 0.95205 + 211 0.36393 -0.21542E-001-0.72041 1.0843 0.95205 + 211 0.36393 -0.21542E-001-0.72041 1.0843 0.95205 + 211 0.36393 -0.21542E-001-0.72041 1.0843 0.95205 + + ELEMENT= 15 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.15474 0.12594 -0.25295 0.40769 0.39408 + 203 0.15474 0.12594 -0.25295 0.40769 0.39408 + 211 0.15474 0.12594 -0.25295 0.40769 0.39408 + 211 0.15474 0.12594 -0.25295 0.40769 0.39408 + 199 0.15474 0.12594 -0.25295 0.40769 0.39408 + 199 0.15474 0.12594 -0.25295 0.40769 0.39408 + 199 0.15474 0.12594 -0.25295 0.40769 0.39408 + 199 0.15474 0.12594 -0.25295 0.40769 0.39408 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 16 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 1.2068 0.28503E-001-0.15572 1.3625 1.2804 + 222 1.2068 0.28503E-001-0.15572 1.3625 1.2804 + 109 1.2068 0.28503E-001-0.15572 1.3625 1.2804 + 109 1.2068 0.28503E-001-0.15572 1.3625 1.2804 + 223 1.2068 0.28503E-001-0.15572 1.3625 1.2804 + 223 1.2068 0.28503E-001-0.15572 1.3625 1.2804 + 223 1.2068 0.28503E-001-0.15572 1.3625 1.2804 + 223 1.2068 0.28503E-001-0.15572 1.3625 1.2804 + + ELEMENT= 17 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 1.5945 0.15217 0.25395E-001 1.5691 1.5097 + 223 1.5945 0.15217 0.25395E-001 1.5691 1.5097 + 109 1.5945 0.15217 0.25395E-001 1.5691 1.5097 + 109 1.5945 0.15217 0.25395E-001 1.5691 1.5097 + 197 1.5945 0.15217 0.25395E-001 1.5691 1.5097 + 197 1.5945 0.15217 0.25395E-001 1.5691 1.5097 + 197 1.5945 0.15217 0.25395E-001 1.5691 1.5097 + 197 1.5945 0.15217 0.25395E-001 1.5691 1.5097 + + ELEMENT= 18 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.91667 0.17434 -0.24378 1.1605 1.0180 + 199 0.91667 0.17434 -0.24378 1.1605 1.0180 + 210 0.91667 0.17434 -0.24378 1.1605 1.0180 + 210 0.91667 0.17434 -0.24378 1.1605 1.0180 + 196 0.91667 0.17434 -0.24378 1.1605 1.0180 + 196 0.91667 0.17434 -0.24378 1.1605 1.0180 + 196 0.91667 0.17434 -0.24378 1.1605 1.0180 + 196 0.91667 0.17434 -0.24378 1.1605 1.0180 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 19 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.57301 0.34604E-001-0.29874 0.87175 0.76189 + 178 0.57301 0.34604E-001-0.29874 0.87175 0.76189 + 225 0.57301 0.34604E-001-0.29874 0.87175 0.76189 + 225 0.57301 0.34604E-001-0.29874 0.87175 0.76189 + 226 0.57301 0.34604E-001-0.29874 0.87175 0.76189 + 226 0.57301 0.34604E-001-0.29874 0.87175 0.76189 + 226 0.57301 0.34604E-001-0.29874 0.87175 0.76189 + 226 0.57301 0.34604E-001-0.29874 0.87175 0.76189 + + ELEMENT= 20 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.12785 0.84277E-001-0.40957 0.53742 0.51701 + 227 0.12785 0.84277E-001-0.40957 0.53742 0.51701 + 228 0.12785 0.84277E-001-0.40957 0.53742 0.51701 + 228 0.12785 0.84277E-001-0.40957 0.53742 0.51701 + 229 0.12785 0.84277E-001-0.40957 0.53742 0.51701 + 229 0.12785 0.84277E-001-0.40957 0.53742 0.51701 + 229 0.12785 0.84277E-001-0.40957 0.53742 0.51701 + 229 0.12785 0.84277E-001-0.40957 0.53742 0.51701 + + ELEMENT= 21 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.28403 -0.69071E-001-0.63259 0.91662 0.80076 + 225 0.28403 -0.69071E-001-0.63259 0.91662 0.80076 + 181 0.28403 -0.69071E-001-0.63259 0.91662 0.80076 + 181 0.28403 -0.69071E-001-0.63259 0.91662 0.80076 + 230 0.28403 -0.69071E-001-0.63259 0.91662 0.80076 + 230 0.28403 -0.69071E-001-0.63259 0.91662 0.80076 + 230 0.28403 -0.69071E-001-0.63259 0.91662 0.80076 + 230 0.28403 -0.69071E-001-0.63259 0.91662 0.80076 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 22 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.11285 0.59524E-001-0.72156 0.83440 0.80906 + 202 0.11285 0.59524E-001-0.72156 0.83440 0.80906 + 230 0.11285 0.59524E-001-0.72156 0.83440 0.80906 + 230 0.11285 0.59524E-001-0.72156 0.83440 0.80906 + 231 0.11285 0.59524E-001-0.72156 0.83440 0.80906 + 231 0.11285 0.59524E-001-0.72156 0.83440 0.80906 + 231 0.11285 0.59524E-001-0.72156 0.83440 0.80906 + 231 0.11285 0.59524E-001-0.72156 0.83440 0.80906 + + ELEMENT= 23 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.44993 0.12375 -0.53206 0.98199 0.86625 + 224 0.44993 0.12375 -0.53206 0.98199 0.86625 + 202 0.44993 0.12375 -0.53206 0.98199 0.86625 + 202 0.44993 0.12375 -0.53206 0.98199 0.86625 + 230 0.44993 0.12375 -0.53206 0.98199 0.86625 + 230 0.44993 0.12375 -0.53206 0.98199 0.86625 + 230 0.44993 0.12375 -0.53206 0.98199 0.86625 + 230 0.44993 0.12375 -0.53206 0.98199 0.86625 + + ELEMENT= 24 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.6838 0.44420E-001-0.18143 1.8652 1.7632 + 233 1.6838 0.44420E-001-0.18143 1.8652 1.7632 + 219 1.6838 0.44420E-001-0.18143 1.8652 1.7632 + 219 1.6838 0.44420E-001-0.18143 1.8652 1.7632 + 117 1.6838 0.44420E-001-0.18143 1.8652 1.7632 + 117 1.6838 0.44420E-001-0.18143 1.8652 1.7632 + 117 1.6838 0.44420E-001-0.18143 1.8652 1.7632 + 117 1.6838 0.44420E-001-0.18143 1.8652 1.7632 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 25 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.6806 0.27276 0.60528E-001 1.6200 1.5250 + 234 1.6806 0.27276 0.60528E-001 1.6200 1.5250 + 212 1.6806 0.27276 0.60528E-001 1.6200 1.5250 + 212 1.6806 0.27276 0.60528E-001 1.6200 1.5250 + 235 1.6806 0.27276 0.60528E-001 1.6200 1.5250 + 235 1.6806 0.27276 0.60528E-001 1.6200 1.5250 + 235 1.6806 0.27276 0.60528E-001 1.6200 1.5250 + 235 1.6806 0.27276 0.60528E-001 1.6200 1.5250 + + ELEMENT= 26 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 2.8948 0.36829 -0.45583E-001 2.9404 2.7568 + 233 2.8948 0.36829 -0.45583E-001 2.9404 2.7568 + 117 2.8948 0.36829 -0.45583E-001 2.9404 2.7568 + 117 2.8948 0.36829 -0.45583E-001 2.9404 2.7568 + 120 2.8948 0.36829 -0.45583E-001 2.9404 2.7568 + 120 2.8948 0.36829 -0.45583E-001 2.9404 2.7568 + 120 2.8948 0.36829 -0.45583E-001 2.9404 2.7568 + 120 2.8948 0.36829 -0.45583E-001 2.9404 2.7568 + + ELEMENT= 27 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 2.0627 0.19861 0.11106E-001 2.0515 1.9645 + 232 2.0627 0.19861 0.11106E-001 2.0515 1.9645 + 236 2.0627 0.19861 0.11106E-001 2.0515 1.9645 + 236 2.0627 0.19861 0.11106E-001 2.0515 1.9645 + 237 2.0627 0.19861 0.11106E-001 2.0515 1.9645 + 237 2.0627 0.19861 0.11106E-001 2.0515 1.9645 + 237 2.0627 0.19861 0.11106E-001 2.0515 1.9645 + 237 2.0627 0.19861 0.11106E-001 2.0515 1.9645 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 28 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.6085 0.13501 -0.20364 1.8121 1.6687 + 120 1.6085 0.13501 -0.20364 1.8121 1.6687 + 235 1.6085 0.13501 -0.20364 1.8121 1.6687 + 235 1.6085 0.13501 -0.20364 1.8121 1.6687 + 237 1.6085 0.13501 -0.20364 1.8121 1.6687 + 237 1.6085 0.13501 -0.20364 1.8121 1.6687 + 237 1.6085 0.13501 -0.20364 1.8121 1.6687 + 237 1.6085 0.13501 -0.20364 1.8121 1.6687 + + ELEMENT= 29 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.7811 0.49640E-001-0.38466E-001 1.8196 1.7772 + 121 1.7811 0.49640E-001-0.38466E-001 1.8196 1.7772 + 235 1.7811 0.49640E-001-0.38466E-001 1.8196 1.7772 + 235 1.7811 0.49640E-001-0.38466E-001 1.8196 1.7772 + 120 1.7811 0.49640E-001-0.38466E-001 1.8196 1.7772 + 120 1.7811 0.49640E-001-0.38466E-001 1.8196 1.7772 + 120 1.7811 0.49640E-001-0.38466E-001 1.8196 1.7772 + 120 1.7811 0.49640E-001-0.38466E-001 1.8196 1.7772 + + ELEMENT= 30 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.75971E-001-0.33676E-001-0.24585 0.32182 0.28338 + 199 0.75971E-001-0.33676E-001-0.24585 0.32182 0.28338 + 198 0.75971E-001-0.33676E-001-0.24585 0.32182 0.28338 + 198 0.75971E-001-0.33676E-001-0.24585 0.32182 0.28338 + 196 0.75971E-001-0.33676E-001-0.24585 0.32182 0.28338 + 196 0.75971E-001-0.33676E-001-0.24585 0.32182 0.28338 + 196 0.75971E-001-0.33676E-001-0.24585 0.32182 0.28338 + 196 0.75971E-001-0.33676E-001-0.24585 0.32182 0.28338 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 31 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.34729 0.42830E-002-0.35689 0.70418 0.60991 + 199 0.34729 0.42830E-002-0.35689 0.70418 0.60991 + 196 0.34729 0.42830E-002-0.35689 0.70418 0.60991 + 196 0.34729 0.42830E-002-0.35689 0.70418 0.60991 + 203 0.34729 0.42830E-002-0.35689 0.70418 0.60991 + 203 0.34729 0.42830E-002-0.35689 0.70418 0.60991 + 203 0.34729 0.42830E-002-0.35689 0.70418 0.60991 + 203 0.34729 0.42830E-002-0.35689 0.70418 0.60991 + + ELEMENT= 32 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.55043 0.11509 -0.89728E-001 0.64016 0.56625 + 198 0.55043 0.11509 -0.89728E-001 0.64016 0.56625 + 239 0.55043 0.11509 -0.89728E-001 0.64016 0.56625 + 239 0.55043 0.11509 -0.89728E-001 0.64016 0.56625 + 201 0.55043 0.11509 -0.89728E-001 0.64016 0.56625 + 201 0.55043 0.11509 -0.89728E-001 0.64016 0.56625 + 201 0.55043 0.11509 -0.89728E-001 0.64016 0.56625 + 201 0.55043 0.11509 -0.89728E-001 0.64016 0.56625 + + ELEMENT= 33 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.37938 -0.14151 -0.63104 1.0104 0.87519 + 200 0.37938 -0.14151 -0.63104 1.0104 0.87519 + 238 0.37938 -0.14151 -0.63104 1.0104 0.87519 + 238 0.37938 -0.14151 -0.63104 1.0104 0.87519 + 240 0.37938 -0.14151 -0.63104 1.0104 0.87519 + 240 0.37938 -0.14151 -0.63104 1.0104 0.87519 + 240 0.37938 -0.14151 -0.63104 1.0104 0.87519 + 240 0.37938 -0.14151 -0.63104 1.0104 0.87519 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 34 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.87774E-001 0.36844E-001-0.52640 0.61417 0.59036 + 238 0.87774E-001 0.36844E-001-0.52640 0.61417 0.59036 + 241 0.87774E-001 0.36844E-001-0.52640 0.61417 0.59036 + 241 0.87774E-001 0.36844E-001-0.52640 0.61417 0.59036 + 242 0.87774E-001 0.36844E-001-0.52640 0.61417 0.59036 + 242 0.87774E-001 0.36844E-001-0.52640 0.61417 0.59036 + 242 0.87774E-001 0.36844E-001-0.52640 0.61417 0.59036 + 242 0.87774E-001 0.36844E-001-0.52640 0.61417 0.59036 + + ELEMENT= 35 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.11498 -0.22092E-001-0.70909 0.82406 0.76480 + 201 0.11498 -0.22092E-001-0.70909 0.82406 0.76480 + 242 0.11498 -0.22092E-001-0.70909 0.82406 0.76480 + 242 0.11498 -0.22092E-001-0.70909 0.82406 0.76480 + 202 0.11498 -0.22092E-001-0.70909 0.82406 0.76480 + 202 0.11498 -0.22092E-001-0.70909 0.82406 0.76480 + 202 0.11498 -0.22092E-001-0.70909 0.82406 0.76480 + 202 0.11498 -0.22092E-001-0.70909 0.82406 0.76480 + + ELEMENT= 36 SOLID185 + NODE S1 S2 S3 SINT SEQV + 197 0.62258 -0.14783 -0.51046 1.1330 1.0022 + 225 0.62258 -0.14783 -0.51046 1.1330 1.0022 + 184 0.62258 -0.14783 -0.51046 1.1330 1.0022 + 184 0.62258 -0.14783 -0.51046 1.1330 1.0022 + 183 0.62258 -0.14783 -0.51046 1.1330 1.0022 + 183 0.62258 -0.14783 -0.51046 1.1330 1.0022 + 183 0.62258 -0.14783 -0.51046 1.1330 1.0022 + 183 0.62258 -0.14783 -0.51046 1.1330 1.0022 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 37 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.48042E-001-0.15848 -0.53411 0.58215 0.51119 + 243 0.48042E-001-0.15848 -0.53411 0.58215 0.51119 + 241 0.48042E-001-0.15848 -0.53411 0.58215 0.51119 + 241 0.48042E-001-0.15848 -0.53411 0.58215 0.51119 + 238 0.48042E-001-0.15848 -0.53411 0.58215 0.51119 + 238 0.48042E-001-0.15848 -0.53411 0.58215 0.51119 + 238 0.48042E-001-0.15848 -0.53411 0.58215 0.51119 + 238 0.48042E-001-0.15848 -0.53411 0.58215 0.51119 + + ELEMENT= 38 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.39010 0.32349E-001-0.58732 0.97741 0.85654 + 243 0.39010 0.32349E-001-0.58732 0.97741 0.85654 + 199 0.39010 0.32349E-001-0.58732 0.97741 0.85654 + 199 0.39010 0.32349E-001-0.58732 0.97741 0.85654 + 203 0.39010 0.32349E-001-0.58732 0.97741 0.85654 + 203 0.39010 0.32349E-001-0.58732 0.97741 0.85654 + 203 0.39010 0.32349E-001-0.58732 0.97741 0.85654 + 203 0.39010 0.32349E-001-0.58732 0.97741 0.85654 + + ELEMENT= 39 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.21010 -0.15325 -1.4635 1.6736 1.5247 + 203 0.21010 -0.15325 -1.4635 1.6736 1.5247 + 148 0.21010 -0.15325 -1.4635 1.6736 1.5247 + 148 0.21010 -0.15325 -1.4635 1.6736 1.5247 + 206 0.21010 -0.15325 -1.4635 1.6736 1.5247 + 206 0.21010 -0.15325 -1.4635 1.6736 1.5247 + 206 0.21010 -0.15325 -1.4635 1.6736 1.5247 + 206 0.21010 -0.15325 -1.4635 1.6736 1.5247 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 40 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.17562 -0.16208 -1.6291 1.8048 1.6618 + 244 0.17562 -0.16208 -1.6291 1.8048 1.6618 + 221 0.17562 -0.16208 -1.6291 1.8048 1.6618 + 221 0.17562 -0.16208 -1.6291 1.8048 1.6618 + 245 0.17562 -0.16208 -1.6291 1.8048 1.6618 + 245 0.17562 -0.16208 -1.6291 1.8048 1.6618 + 245 0.17562 -0.16208 -1.6291 1.8048 1.6618 + 245 0.17562 -0.16208 -1.6291 1.8048 1.6618 + + ELEMENT= 41 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.40303 0.44043E-001 -1.4564 1.8594 1.7085 + 245 0.40303 0.44043E-001 -1.4564 1.8594 1.7085 + 216 0.40303 0.44043E-001 -1.4564 1.8594 1.7085 + 216 0.40303 0.44043E-001 -1.4564 1.8594 1.7085 + 155 0.40303 0.44043E-001 -1.4564 1.8594 1.7085 + 155 0.40303 0.44043E-001 -1.4564 1.8594 1.7085 + 155 0.40303 0.44043E-001 -1.4564 1.8594 1.7085 + 155 0.40303 0.44043E-001 -1.4564 1.8594 1.7085 + + ELEMENT= 42 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.33243 -0.54822E-001 -1.1180 1.4504 1.3007 + 208 0.33243 -0.54822E-001 -1.1180 1.4504 1.3007 + 211 0.33243 -0.54822E-001 -1.1180 1.4504 1.3007 + 211 0.33243 -0.54822E-001 -1.1180 1.4504 1.3007 + 203 0.33243 -0.54822E-001 -1.1180 1.4504 1.3007 + 203 0.33243 -0.54822E-001 -1.1180 1.4504 1.3007 + 203 0.33243 -0.54822E-001 -1.1180 1.4504 1.3007 + 203 0.33243 -0.54822E-001 -1.1180 1.4504 1.3007 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 43 SOLID185 + NODE S1 S2 S3 SINT SEQV + 207 -0.47045E-001-0.13806 -1.4356 1.3886 1.3454 + 208 -0.47045E-001-0.13806 -1.4356 1.3886 1.3454 + 209 -0.47045E-001-0.13806 -1.4356 1.3886 1.3454 + 209 -0.47045E-001-0.13806 -1.4356 1.3886 1.3454 + 216 -0.47045E-001-0.13806 -1.4356 1.3886 1.3454 + 216 -0.47045E-001-0.13806 -1.4356 1.3886 1.3454 + 216 -0.47045E-001-0.13806 -1.4356 1.3886 1.3454 + 216 -0.47045E-001-0.13806 -1.4356 1.3886 1.3454 + + ELEMENT= 44 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.17209 -0.40780E-001 -1.5637 1.7358 1.6398 + 151 0.17209 -0.40780E-001 -1.5637 1.7358 1.6398 + 207 0.17209 -0.40780E-001 -1.5637 1.7358 1.6398 + 207 0.17209 -0.40780E-001 -1.5637 1.7358 1.6398 + 206 0.17209 -0.40780E-001 -1.5637 1.7358 1.6398 + 206 0.17209 -0.40780E-001 -1.5637 1.7358 1.6398 + 206 0.17209 -0.40780E-001 -1.5637 1.7358 1.6398 + 206 0.17209 -0.40780E-001 -1.5637 1.7358 1.6398 + + ELEMENT= 45 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 -0.12604 -0.30735 -1.3657 1.2396 1.1597 + 211 -0.12604 -0.30735 -1.3657 1.2396 1.1597 + 216 -0.12604 -0.30735 -1.3657 1.2396 1.1597 + 216 -0.12604 -0.30735 -1.3657 1.2396 1.1597 + 221 -0.12604 -0.30735 -1.3657 1.2396 1.1597 + 221 -0.12604 -0.30735 -1.3657 1.2396 1.1597 + 221 -0.12604 -0.30735 -1.3657 1.2396 1.1597 + 221 -0.12604 -0.30735 -1.3657 1.2396 1.1597 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 46 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.20270E-001-0.16309E-001-0.64665 0.66692 0.64941 + 199 0.20270E-001-0.16309E-001-0.64665 0.66692 0.64941 + 243 0.20270E-001-0.16309E-001-0.64665 0.66692 0.64941 + 243 0.20270E-001-0.16309E-001-0.64665 0.66692 0.64941 + 203 0.20270E-001-0.16309E-001-0.64665 0.66692 0.64941 + 203 0.20270E-001-0.16309E-001-0.64665 0.66692 0.64941 + 203 0.20270E-001-0.16309E-001-0.64665 0.66692 0.64941 + 203 0.20270E-001-0.16309E-001-0.64665 0.66692 0.64941 + + ELEMENT= 47 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.42938 0.49622E-001-0.26550 0.69488 0.60265 + 210 0.42938 0.49622E-001-0.26550 0.69488 0.60265 + 199 0.42938 0.49622E-001-0.26550 0.69488 0.60265 + 199 0.42938 0.49622E-001-0.26550 0.69488 0.60265 + 196 0.42938 0.49622E-001-0.26550 0.69488 0.60265 + 196 0.42938 0.49622E-001-0.26550 0.69488 0.60265 + 196 0.42938 0.49622E-001-0.26550 0.69488 0.60265 + 196 0.42938 0.49622E-001-0.26550 0.69488 0.60265 + + ELEMENT= 48 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.13533 -0.40156E-001-0.21099 0.34632 0.29993 + 199 0.13533 -0.40156E-001-0.21099 0.34632 0.29993 + 203 0.13533 -0.40156E-001-0.21099 0.34632 0.29993 + 203 0.13533 -0.40156E-001-0.21099 0.34632 0.29993 + 196 0.13533 -0.40156E-001-0.21099 0.34632 0.29993 + 196 0.13533 -0.40156E-001-0.21099 0.34632 0.29993 + 196 0.13533 -0.40156E-001-0.21099 0.34632 0.29993 + 196 0.13533 -0.40156E-001-0.21099 0.34632 0.29993 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 49 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.11805 -0.53371E-001-0.42521 0.54326 0.48103 + 221 0.11805 -0.53371E-001-0.42521 0.54326 0.48103 + 246 0.11805 -0.53371E-001-0.42521 0.54326 0.48103 + 246 0.11805 -0.53371E-001-0.42521 0.54326 0.48103 + 215 0.11805 -0.53371E-001-0.42521 0.54326 0.48103 + 215 0.11805 -0.53371E-001-0.42521 0.54326 0.48103 + 215 0.11805 -0.53371E-001-0.42521 0.54326 0.48103 + 215 0.11805 -0.53371E-001-0.42521 0.54326 0.48103 + + ELEMENT= 50 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.29808 0.54148E-001-0.74417 1.0423 0.94422 + 218 0.29808 0.54148E-001-0.74417 1.0423 0.94422 + 216 0.29808 0.54148E-001-0.74417 1.0423 0.94422 + 216 0.29808 0.54148E-001-0.74417 1.0423 0.94422 + 215 0.29808 0.54148E-001-0.74417 1.0423 0.94422 + 215 0.29808 0.54148E-001-0.74417 1.0423 0.94422 + 215 0.29808 0.54148E-001-0.74417 1.0423 0.94422 + 215 0.29808 0.54148E-001-0.74417 1.0423 0.94422 + + ELEMENT= 51 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.98064E-001-0.86309E-001 -1.0475 1.1456 1.0654 + 211 0.98064E-001-0.86309E-001 -1.0475 1.1456 1.0654 + 208 0.98064E-001-0.86309E-001 -1.0475 1.1456 1.0654 + 208 0.98064E-001-0.86309E-001 -1.0475 1.1456 1.0654 + 206 0.98064E-001-0.86309E-001 -1.0475 1.1456 1.0654 + 206 0.98064E-001-0.86309E-001 -1.0475 1.1456 1.0654 + 206 0.98064E-001-0.86309E-001 -1.0475 1.1456 1.0654 + 206 0.98064E-001-0.86309E-001 -1.0475 1.1456 1.0654 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 52 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.39027 0.98105E-001-0.86905 1.2593 1.1416 + 243 0.39027 0.98105E-001-0.86905 1.2593 1.1416 + 84 0.39027 0.98105E-001-0.86905 1.2593 1.1416 + 84 0.39027 0.98105E-001-0.86905 1.2593 1.1416 + 244 0.39027 0.98105E-001-0.86905 1.2593 1.1416 + 244 0.39027 0.98105E-001-0.86905 1.2593 1.1416 + 244 0.39027 0.98105E-001-0.86905 1.2593 1.1416 + 244 0.39027 0.98105E-001-0.86905 1.2593 1.1416 + + ELEMENT= 53 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 1.2493 0.30769 -0.11310 1.3624 1.2082 + 219 1.2493 0.30769 -0.11310 1.3624 1.2082 + 211 1.2493 0.30769 -0.11310 1.3624 1.2082 + 211 1.2493 0.30769 -0.11310 1.3624 1.2082 + 210 1.2493 0.30769 -0.11310 1.3624 1.2082 + 210 1.2493 0.30769 -0.11310 1.3624 1.2082 + 210 1.2493 0.30769 -0.11310 1.3624 1.2082 + 210 1.2493 0.30769 -0.11310 1.3624 1.2082 + + ELEMENT= 54 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.48555 -0.30541E-001-0.53716 1.0227 0.88570 + 200 0.48555 -0.30541E-001-0.53716 1.0227 0.88570 + 238 0.48555 -0.30541E-001-0.53716 1.0227 0.88570 + 238 0.48555 -0.30541E-001-0.53716 1.0227 0.88570 + 198 0.48555 -0.30541E-001-0.53716 1.0227 0.88570 + 198 0.48555 -0.30541E-001-0.53716 1.0227 0.88570 + 198 0.48555 -0.30541E-001-0.53716 1.0227 0.88570 + 198 0.48555 -0.30541E-001-0.53716 1.0227 0.88570 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 55 SOLID185 + NODE S1 S2 S3 SINT SEQV + 225 0.49772 -0.18459E-001-0.13866 0.63637 0.58560 + 226 0.49772 -0.18459E-001-0.13866 0.63637 0.58560 + 178 0.49772 -0.18459E-001-0.13866 0.63637 0.58560 + 178 0.49772 -0.18459E-001-0.13866 0.63637 0.58560 + 177 0.49772 -0.18459E-001-0.13866 0.63637 0.58560 + 177 0.49772 -0.18459E-001-0.13866 0.63637 0.58560 + 177 0.49772 -0.18459E-001-0.13866 0.63637 0.58560 + 177 0.49772 -0.18459E-001-0.13866 0.63637 0.58560 + + ELEMENT= 56 SOLID185 + NODE S1 S2 S3 SINT SEQV + 223 1.8566 0.19097 -0.50732E-001 1.9073 1.7987 + 109 1.8566 0.19097 -0.50732E-001 1.9073 1.7987 + 197 1.8566 0.19097 -0.50732E-001 1.9073 1.7987 + 197 1.8566 0.19097 -0.50732E-001 1.9073 1.7987 + 112 1.8566 0.19097 -0.50732E-001 1.9073 1.7987 + 112 1.8566 0.19097 -0.50732E-001 1.9073 1.7987 + 112 1.8566 0.19097 -0.50732E-001 1.9073 1.7987 + 112 1.8566 0.19097 -0.50732E-001 1.9073 1.7987 + + ELEMENT= 57 SOLID185 + NODE S1 S2 S3 SINT SEQV + 199 0.37636 0.22458E-001-0.28538 0.66173 0.57354 + 85 0.37636 0.22458E-001-0.28538 0.66173 0.57354 + 243 0.37636 0.22458E-001-0.28538 0.66173 0.57354 + 243 0.37636 0.22458E-001-0.28538 0.66173 0.57354 + 240 0.37636 0.22458E-001-0.28538 0.66173 0.57354 + 240 0.37636 0.22458E-001-0.28538 0.66173 0.57354 + 240 0.37636 0.22458E-001-0.28538 0.66173 0.57354 + 240 0.37636 0.22458E-001-0.28538 0.66173 0.57354 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 58 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.41544 -0.15238 -0.51884 0.93429 0.81535 + 247 0.41544 -0.15238 -0.51884 0.93429 0.81535 + 199 0.41544 -0.15238 -0.51884 0.93429 0.81535 + 199 0.41544 -0.15238 -0.51884 0.93429 0.81535 + 210 0.41544 -0.15238 -0.51884 0.93429 0.81535 + 210 0.41544 -0.15238 -0.51884 0.93429 0.81535 + 210 0.41544 -0.15238 -0.51884 0.93429 0.81535 + 210 0.41544 -0.15238 -0.51884 0.93429 0.81535 + + ELEMENT= 59 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.82127 0.43249E-001-0.17494 0.99621 0.90701 + 246 0.82127 0.43249E-001-0.17494 0.99621 0.90701 + 248 0.82127 0.43249E-001-0.17494 0.99621 0.90701 + 248 0.82127 0.43249E-001-0.17494 0.99621 0.90701 + 247 0.82127 0.43249E-001-0.17494 0.99621 0.90701 + 247 0.82127 0.43249E-001-0.17494 0.99621 0.90701 + 247 0.82127 0.43249E-001-0.17494 0.99621 0.90701 + 247 0.82127 0.43249E-001-0.17494 0.99621 0.90701 + + ELEMENT= 60 SOLID185 + NODE S1 S2 S3 SINT SEQV + 199 0.82479 0.52849E-001-0.17733 1.0021 0.90915 + 240 0.82479 0.52849E-001-0.17733 1.0021 0.90915 + 223 0.82479 0.52849E-001-0.17733 1.0021 0.90915 + 223 0.82479 0.52849E-001-0.17733 1.0021 0.90915 + 248 0.82479 0.52849E-001-0.17733 1.0021 0.90915 + 248 0.82479 0.52849E-001-0.17733 1.0021 0.90915 + 248 0.82479 0.52849E-001-0.17733 1.0021 0.90915 + 248 0.82479 0.52849E-001-0.17733 1.0021 0.90915 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 61 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.26194 -0.75920E-001-0.42122 0.68316 0.59165 + 250 0.26194 -0.75920E-001-0.42122 0.68316 0.59165 + 251 0.26194 -0.75920E-001-0.42122 0.68316 0.59165 + 251 0.26194 -0.75920E-001-0.42122 0.68316 0.59165 + 252 0.26194 -0.75920E-001-0.42122 0.68316 0.59165 + 252 0.26194 -0.75920E-001-0.42122 0.68316 0.59165 + 252 0.26194 -0.75920E-001-0.42122 0.68316 0.59165 + 252 0.26194 -0.75920E-001-0.42122 0.68316 0.59165 + + ELEMENT= 62 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.41076 -0.34803E-001-0.49471 0.90547 0.78419 + 254 0.41076 -0.34803E-001-0.49471 0.90547 0.78419 + 169 0.41076 -0.34803E-001-0.49471 0.90547 0.78419 + 169 0.41076 -0.34803E-001-0.49471 0.90547 0.78419 + 172 0.41076 -0.34803E-001-0.49471 0.90547 0.78419 + 172 0.41076 -0.34803E-001-0.49471 0.90547 0.78419 + 172 0.41076 -0.34803E-001-0.49471 0.90547 0.78419 + 172 0.41076 -0.34803E-001-0.49471 0.90547 0.78419 + + ELEMENT= 63 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.36962 0.30177E-002-0.77248 1.1421 1.0100 + 216 0.36962 0.30177E-002-0.77248 1.1421 1.0100 + 221 0.36962 0.30177E-002-0.77248 1.1421 1.0100 + 221 0.36962 0.30177E-002-0.77248 1.1421 1.0100 + 256 0.36962 0.30177E-002-0.77248 1.1421 1.0100 + 256 0.36962 0.30177E-002-0.77248 1.1421 1.0100 + 256 0.36962 0.30177E-002-0.77248 1.1421 1.0100 + 256 0.36962 0.30177E-002-0.77248 1.1421 1.0100 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 64 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 -0.60011E-001-0.14088 -1.4056 1.3456 1.3070 + 257 -0.60011E-001-0.14088 -1.4056 1.3456 1.3070 + 216 -0.60011E-001-0.14088 -1.4056 1.3456 1.3070 + 216 -0.60011E-001-0.14088 -1.4056 1.3456 1.3070 + 256 -0.60011E-001-0.14088 -1.4056 1.3456 1.3070 + 256 -0.60011E-001-0.14088 -1.4056 1.3456 1.3070 + 256 -0.60011E-001-0.14088 -1.4056 1.3456 1.3070 + 256 -0.60011E-001-0.14088 -1.4056 1.3456 1.3070 + + ELEMENT= 65 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 -0.11530E-001-0.12559 -1.3009 1.2893 1.2363 + 93 -0.11530E-001-0.12559 -1.3009 1.2893 1.2363 + 256 -0.11530E-001-0.12559 -1.3009 1.2893 1.2363 + 256 -0.11530E-001-0.12559 -1.3009 1.2893 1.2363 + 90 -0.11530E-001-0.12559 -1.3009 1.2893 1.2363 + 90 -0.11530E-001-0.12559 -1.3009 1.2893 1.2363 + 90 -0.11530E-001-0.12559 -1.3009 1.2893 1.2363 + 90 -0.11530E-001-0.12559 -1.3009 1.2893 1.2363 + + ELEMENT= 66 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.29961 -0.92028E-001-0.76983 1.0694 0.93714 + 94 0.29961 -0.92028E-001-0.76983 1.0694 0.93714 + 236 0.29961 -0.92028E-001-0.76983 1.0694 0.93714 + 236 0.29961 -0.92028E-001-0.76983 1.0694 0.93714 + 258 0.29961 -0.92028E-001-0.76983 1.0694 0.93714 + 258 0.29961 -0.92028E-001-0.76983 1.0694 0.93714 + 258 0.29961 -0.92028E-001-0.76983 1.0694 0.93714 + 258 0.29961 -0.92028E-001-0.76983 1.0694 0.93714 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 67 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 -0.23203 -0.77223 -1.2900 1.0580 0.91630 + 258 -0.23203 -0.77223 -1.2900 1.0580 0.91630 + 257 -0.23203 -0.77223 -1.2900 1.0580 0.91630 + 257 -0.23203 -0.77223 -1.2900 1.0580 0.91630 + 93 -0.23203 -0.77223 -1.2900 1.0580 0.91630 + 93 -0.23203 -0.77223 -1.2900 1.0580 0.91630 + 93 -0.23203 -0.77223 -1.2900 1.0580 0.91630 + 93 -0.23203 -0.77223 -1.2900 1.0580 0.91630 + + ELEMENT= 68 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 1.2625 0.31554 -0.28276E-001 1.2907 1.1578 + 214 1.2625 0.31554 -0.28276E-001 1.2907 1.1578 + 259 1.2625 0.31554 -0.28276E-001 1.2907 1.1578 + 259 1.2625 0.31554 -0.28276E-001 1.2907 1.1578 + 217 1.2625 0.31554 -0.28276E-001 1.2907 1.1578 + 217 1.2625 0.31554 -0.28276E-001 1.2907 1.1578 + 217 1.2625 0.31554 -0.28276E-001 1.2907 1.1578 + 217 1.2625 0.31554 -0.28276E-001 1.2907 1.1578 + + ELEMENT= 69 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.33445 0.64532E-001-0.28086 0.61531 0.53421 + 196 0.33445 0.64532E-001-0.28086 0.61531 0.53421 + 206 0.33445 0.64532E-001-0.28086 0.61531 0.53421 + 206 0.33445 0.64532E-001-0.28086 0.61531 0.53421 + 205 0.33445 0.64532E-001-0.28086 0.61531 0.53421 + 205 0.33445 0.64532E-001-0.28086 0.61531 0.53421 + 205 0.33445 0.64532E-001-0.28086 0.61531 0.53421 + 205 0.33445 0.64532E-001-0.28086 0.61531 0.53421 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 70 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.36828 -0.42938E-001-0.61796 0.98624 0.85803 + 203 0.36828 -0.42938E-001-0.61796 0.98624 0.85803 + 200 0.36828 -0.42938E-001-0.61796 0.98624 0.85803 + 200 0.36828 -0.42938E-001-0.61796 0.98624 0.85803 + 199 0.36828 -0.42938E-001-0.61796 0.98624 0.85803 + 199 0.36828 -0.42938E-001-0.61796 0.98624 0.85803 + 199 0.36828 -0.42938E-001-0.61796 0.98624 0.85803 + 199 0.36828 -0.42938E-001-0.61796 0.98624 0.85803 + + ELEMENT= 71 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.59080 0.76056E-001-0.14966 0.74045 0.65734 + 225 0.59080 0.76056E-001-0.14966 0.74045 0.65734 + 230 0.59080 0.76056E-001-0.14966 0.74045 0.65734 + 230 0.59080 0.76056E-001-0.14966 0.74045 0.65734 + 184 0.59080 0.76056E-001-0.14966 0.74045 0.65734 + 184 0.59080 0.76056E-001-0.14966 0.74045 0.65734 + 184 0.59080 0.76056E-001-0.14966 0.74045 0.65734 + 184 0.59080 0.76056E-001-0.14966 0.74045 0.65734 + + ELEMENT= 72 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.21800E-001-0.27283 -1.1631 1.1849 1.0685 + 206 0.21800E-001-0.27283 -1.1631 1.1849 1.0685 + 202 0.21800E-001-0.27283 -1.1631 1.1849 1.0685 + 202 0.21800E-001-0.27283 -1.1631 1.1849 1.0685 + 203 0.21800E-001-0.27283 -1.1631 1.1849 1.0685 + 203 0.21800E-001-0.27283 -1.1631 1.1849 1.0685 + 203 0.21800E-001-0.27283 -1.1631 1.1849 1.0685 + 203 0.21800E-001-0.27283 -1.1631 1.1849 1.0685 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 73 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.50039 -0.16485E-001-0.85544 1.3558 1.1852 + 205 0.50039 -0.16485E-001-0.85544 1.3558 1.1852 + 207 0.50039 -0.16485E-001-0.85544 1.3558 1.1852 + 207 0.50039 -0.16485E-001-0.85544 1.3558 1.1852 + 217 0.50039 -0.16485E-001-0.85544 1.3558 1.1852 + 217 0.50039 -0.16485E-001-0.85544 1.3558 1.1852 + 217 0.50039 -0.16485E-001-0.85544 1.3558 1.1852 + 217 0.50039 -0.16485E-001-0.85544 1.3558 1.1852 + + ELEMENT= 74 SOLID185 + NODE S1 S2 S3 SINT SEQV + 196 0.63935 0.81688E-002-0.20926 0.84861 0.76348 + 205 0.63935 0.81688E-002-0.20926 0.84861 0.76348 + 259 0.63935 0.81688E-002-0.20926 0.84861 0.76348 + 259 0.63935 0.81688E-002-0.20926 0.84861 0.76348 + 184 0.63935 0.81688E-002-0.20926 0.84861 0.76348 + 184 0.63935 0.81688E-002-0.20926 0.84861 0.76348 + 184 0.63935 0.81688E-002-0.20926 0.84861 0.76348 + 184 0.63935 0.81688E-002-0.20926 0.84861 0.76348 + + ELEMENT= 75 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.35989 0.16574 -0.62958 0.98947 0.90810 + 261 0.35989 0.16574 -0.62958 0.98947 0.90810 + 262 0.35989 0.16574 -0.62958 0.98947 0.90810 + 262 0.35989 0.16574 -0.62958 0.98947 0.90810 + 194 0.35989 0.16574 -0.62958 0.98947 0.90810 + 194 0.35989 0.16574 -0.62958 0.98947 0.90810 + 194 0.35989 0.16574 -0.62958 0.98947 0.90810 + 194 0.35989 0.16574 -0.62958 0.98947 0.90810 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 76 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.32368 -0.10631 -1.0127 1.3364 1.1816 + 212 0.32368 -0.10631 -1.0127 1.3364 1.1816 + 218 0.32368 -0.10631 -1.0127 1.3364 1.1816 + 218 0.32368 -0.10631 -1.0127 1.3364 1.1816 + 217 0.32368 -0.10631 -1.0127 1.3364 1.1816 + 217 0.32368 -0.10631 -1.0127 1.3364 1.1816 + 217 0.32368 -0.10631 -1.0127 1.3364 1.1816 + 217 0.32368 -0.10631 -1.0127 1.3364 1.1816 + + ELEMENT= 77 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.23755 -0.24391 -0.33978 0.57733 0.53587 + 133 0.23755 -0.24391 -0.33978 0.57733 0.53587 + 132 0.23755 -0.24391 -0.33978 0.57733 0.53587 + 132 0.23755 -0.24391 -0.33978 0.57733 0.53587 + 54 0.23755 -0.24391 -0.33978 0.57733 0.53587 + 54 0.23755 -0.24391 -0.33978 0.57733 0.53587 + 54 0.23755 -0.24391 -0.33978 0.57733 0.53587 + 54 0.23755 -0.24391 -0.33978 0.57733 0.53587 + + ELEMENT= 78 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.20806 -0.26152 -0.63128 0.83934 0.72860 + 212 0.20806 -0.26152 -0.63128 0.83934 0.72860 + 217 0.20806 -0.26152 -0.63128 0.83934 0.72860 + 217 0.20806 -0.26152 -0.63128 0.83934 0.72860 + 214 0.20806 -0.26152 -0.63128 0.83934 0.72860 + 214 0.20806 -0.26152 -0.63128 0.83934 0.72860 + 214 0.20806 -0.26152 -0.63128 0.83934 0.72860 + 214 0.20806 -0.26152 -0.63128 0.83934 0.72860 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 79 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.38346 -0.47234E-002-0.26585 0.64931 0.56590 + 189 0.38346 -0.47234E-002-0.26585 0.64931 0.56590 + 214 0.38346 -0.47234E-002-0.26585 0.64931 0.56590 + 214 0.38346 -0.47234E-002-0.26585 0.64931 0.56590 + 190 0.38346 -0.47234E-002-0.26585 0.64931 0.56590 + 190 0.38346 -0.47234E-002-0.26585 0.64931 0.56590 + 190 0.38346 -0.47234E-002-0.26585 0.64931 0.56590 + 190 0.38346 -0.47234E-002-0.26585 0.64931 0.56590 + + ELEMENT= 80 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.54802 0.59504E-001-0.76591 1.3139 1.1503 + 212 0.54802 0.59504E-001-0.76591 1.3139 1.1503 + 264 0.54802 0.59504E-001-0.76591 1.3139 1.1503 + 264 0.54802 0.59504E-001-0.76591 1.3139 1.1503 + 262 0.54802 0.59504E-001-0.76591 1.3139 1.1503 + 262 0.54802 0.59504E-001-0.76591 1.3139 1.1503 + 262 0.54802 0.59504E-001-0.76591 1.3139 1.1503 + 262 0.54802 0.59504E-001-0.76591 1.3139 1.1503 + + ELEMENT= 81 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.37048 0.55518E-001-0.51381 0.88429 0.77631 + 262 0.37048 0.55518E-001-0.51381 0.88429 0.77631 + 193 0.37048 0.55518E-001-0.51381 0.88429 0.77631 + 193 0.37048 0.55518E-001-0.51381 0.88429 0.77631 + 194 0.37048 0.55518E-001-0.51381 0.88429 0.77631 + 194 0.37048 0.55518E-001-0.51381 0.88429 0.77631 + 194 0.37048 0.55518E-001-0.51381 0.88429 0.77631 + 194 0.37048 0.55518E-001-0.51381 0.88429 0.77631 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 82 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.14009 -0.10447 -0.35609 0.49617 0.42971 + 196 0.14009 -0.10447 -0.35609 0.49617 0.42971 + 198 0.14009 -0.10447 -0.35609 0.49617 0.42971 + 198 0.14009 -0.10447 -0.35609 0.49617 0.42971 + 197 0.14009 -0.10447 -0.35609 0.49617 0.42971 + 197 0.14009 -0.10447 -0.35609 0.49617 0.42971 + 197 0.14009 -0.10447 -0.35609 0.49617 0.42971 + 197 0.14009 -0.10447 -0.35609 0.49617 0.42971 + + ELEMENT= 83 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.46626 0.46608E-002-0.19351 0.65977 0.58636 + 198 0.46626 0.46608E-002-0.19351 0.65977 0.58636 + 201 0.46626 0.46608E-002-0.19351 0.65977 0.58636 + 201 0.46626 0.46608E-002-0.19351 0.65977 0.58636 + 265 0.46626 0.46608E-002-0.19351 0.65977 0.58636 + 265 0.46626 0.46608E-002-0.19351 0.65977 0.58636 + 265 0.46626 0.46608E-002-0.19351 0.65977 0.58636 + 265 0.46626 0.46608E-002-0.19351 0.65977 0.58636 + + ELEMENT= 84 SOLID185 + NODE S1 S2 S3 SINT SEQV + 225 0.27736 -0.58853E-001-0.30691 0.58427 0.50791 + 177 0.27736 -0.58853E-001-0.30691 0.58427 0.50791 + 178 0.27736 -0.58853E-001-0.30691 0.58427 0.50791 + 178 0.27736 -0.58853E-001-0.30691 0.58427 0.50791 + 181 0.27736 -0.58853E-001-0.30691 0.58427 0.50791 + 181 0.27736 -0.58853E-001-0.30691 0.58427 0.50791 + 181 0.27736 -0.58853E-001-0.30691 0.58427 0.50791 + 181 0.27736 -0.58853E-001-0.30691 0.58427 0.50791 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 85 SOLID185 + NODE S1 S2 S3 SINT SEQV + 225 1.0006 0.70585E-001-0.53478E-001 1.0541 0.99783 + 266 1.0006 0.70585E-001-0.53478E-001 1.0541 0.99783 + 183 1.0006 0.70585E-001-0.53478E-001 1.0541 0.99783 + 183 1.0006 0.70585E-001-0.53478E-001 1.0541 0.99783 + 197 1.0006 0.70585E-001-0.53478E-001 1.0541 0.99783 + 197 1.0006 0.70585E-001-0.53478E-001 1.0541 0.99783 + 197 1.0006 0.70585E-001-0.53478E-001 1.0541 0.99783 + 197 1.0006 0.70585E-001-0.53478E-001 1.0541 0.99783 + + ELEMENT= 86 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.55277 0.65677E-002-0.27799 0.83076 0.73126 + 225 0.55277 0.65677E-002-0.27799 0.83076 0.73126 + 184 0.55277 0.65677E-002-0.27799 0.83076 0.73126 + 184 0.55277 0.65677E-002-0.27799 0.83076 0.73126 + 197 0.55277 0.65677E-002-0.27799 0.83076 0.73126 + 197 0.55277 0.65677E-002-0.27799 0.83076 0.73126 + 197 0.55277 0.65677E-002-0.27799 0.83076 0.73126 + 197 0.55277 0.65677E-002-0.27799 0.83076 0.73126 + + ELEMENT= 87 SOLID185 + NODE S1 S2 S3 SINT SEQV + 215 0.89387E-001-0.40918E-003-0.41046 0.49985 0.46155 + 267 0.89387E-001-0.40918E-003-0.41046 0.49985 0.46155 + 127 0.89387E-001-0.40918E-003-0.41046 0.49985 0.46155 + 127 0.89387E-001-0.40918E-003-0.41046 0.49985 0.46155 + 212 0.89387E-001-0.40918E-003-0.41046 0.49985 0.46155 + 212 0.89387E-001-0.40918E-003-0.41046 0.49985 0.46155 + 212 0.89387E-001-0.40918E-003-0.41046 0.49985 0.46155 + 212 0.89387E-001-0.40918E-003-0.41046 0.49985 0.46155 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 88 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.45378 -0.10794E-001-0.11575 0.56952 0.52498 + 69 0.45378 -0.10794E-001-0.11575 0.56952 0.52498 + 72 0.45378 -0.10794E-001-0.11575 0.56952 0.52498 + 72 0.45378 -0.10794E-001-0.11575 0.56952 0.52498 + 32 0.45378 -0.10794E-001-0.11575 0.56952 0.52498 + 32 0.45378 -0.10794E-001-0.11575 0.56952 0.52498 + 32 0.45378 -0.10794E-001-0.11575 0.56952 0.52498 + 32 0.45378 -0.10794E-001-0.11575 0.56952 0.52498 + + ELEMENT= 89 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.70050 0.13922E-002-0.31113 1.0116 0.89717 + 213 0.70050 0.13922E-002-0.31113 1.0116 0.89717 + 212 0.70050 0.13922E-002-0.31113 1.0116 0.89717 + 212 0.70050 0.13922E-002-0.31113 1.0116 0.89717 + 219 0.70050 0.13922E-002-0.31113 1.0116 0.89717 + 219 0.70050 0.13922E-002-0.31113 1.0116 0.89717 + 219 0.70050 0.13922E-002-0.31113 1.0116 0.89717 + 219 0.70050 0.13922E-002-0.31113 1.0116 0.89717 + + ELEMENT= 90 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 1.2339 0.21741 -0.17824 1.4121 1.2617 + 212 1.2339 0.21741 -0.17824 1.4121 1.2617 + 214 1.2339 0.21741 -0.17824 1.4121 1.2617 + 214 1.2339 0.21741 -0.17824 1.4121 1.2617 + 269 1.2339 0.21741 -0.17824 1.4121 1.2617 + 269 1.2339 0.21741 -0.17824 1.4121 1.2617 + 269 1.2339 0.21741 -0.17824 1.4121 1.2617 + 269 1.2339 0.21741 -0.17824 1.4121 1.2617 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 91 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 1.8821 0.50013E-001-0.21161 2.0937 1.9759 + 212 1.8821 0.50013E-001-0.21161 2.0937 1.9759 + 213 1.8821 0.50013E-001-0.21161 2.0937 1.9759 + 213 1.8821 0.50013E-001-0.21161 2.0937 1.9759 + 234 1.8821 0.50013E-001-0.21161 2.0937 1.9759 + 234 1.8821 0.50013E-001-0.21161 2.0937 1.9759 + 234 1.8821 0.50013E-001-0.21161 2.0937 1.9759 + 234 1.8821 0.50013E-001-0.21161 2.0937 1.9759 + + ELEMENT= 92 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.6491 0.88715E-001-0.14638 1.7955 1.6902 + 219 1.6491 0.88715E-001-0.14638 1.7955 1.6902 + 212 1.6491 0.88715E-001-0.14638 1.7955 1.6902 + 212 1.6491 0.88715E-001-0.14638 1.7955 1.6902 + 234 1.6491 0.88715E-001-0.14638 1.7955 1.6902 + 234 1.6491 0.88715E-001-0.14638 1.7955 1.6902 + 234 1.6491 0.88715E-001-0.14638 1.7955 1.6902 + 234 1.6491 0.88715E-001-0.14638 1.7955 1.6902 + + ELEMENT= 93 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.56361 -0.59853E-001-0.91954 1.4831 1.2899 + 215 0.56361 -0.59853E-001-0.91954 1.4831 1.2899 + 212 0.56361 -0.59853E-001-0.91954 1.4831 1.2899 + 212 0.56361 -0.59853E-001-0.91954 1.4831 1.2899 + 218 0.56361 -0.59853E-001-0.91954 1.4831 1.2899 + 218 0.56361 -0.59853E-001-0.91954 1.4831 1.2899 + 218 0.56361 -0.59853E-001-0.91954 1.4831 1.2899 + 218 0.56361 -0.59853E-001-0.91954 1.4831 1.2899 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 94 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.15434 -0.36987E-001-0.38408 0.53843 0.47275 + 270 0.15434 -0.36987E-001-0.38408 0.53843 0.47275 + 253 0.15434 -0.36987E-001-0.38408 0.53843 0.47275 + 253 0.15434 -0.36987E-001-0.38408 0.53843 0.47275 + 249 0.15434 -0.36987E-001-0.38408 0.53843 0.47275 + 249 0.15434 -0.36987E-001-0.38408 0.53843 0.47275 + 249 0.15434 -0.36987E-001-0.38408 0.53843 0.47275 + 249 0.15434 -0.36987E-001-0.38408 0.53843 0.47275 + + ELEMENT= 95 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.16476 -0.18374E-002-0.42184 0.58660 0.52358 + 271 0.16476 -0.18374E-002-0.42184 0.58660 0.52358 + 270 0.16476 -0.18374E-002-0.42184 0.58660 0.52358 + 270 0.16476 -0.18374E-002-0.42184 0.58660 0.52358 + 252 0.16476 -0.18374E-002-0.42184 0.58660 0.52358 + 252 0.16476 -0.18374E-002-0.42184 0.58660 0.52358 + 252 0.16476 -0.18374E-002-0.42184 0.58660 0.52358 + 252 0.16476 -0.18374E-002-0.42184 0.58660 0.52358 + + ELEMENT= 96 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.21798 -0.58931E-003-0.42343 0.64141 0.56479 + 270 0.21798 -0.58931E-003-0.42343 0.64141 0.56479 + 271 0.21798 -0.58931E-003-0.42343 0.64141 0.56479 + 271 0.21798 -0.58931E-003-0.42343 0.64141 0.56479 + 272 0.21798 -0.58931E-003-0.42343 0.64141 0.56479 + 272 0.21798 -0.58931E-003-0.42343 0.64141 0.56479 + 272 0.21798 -0.58931E-003-0.42343 0.64141 0.56479 + 272 0.21798 -0.58931E-003-0.42343 0.64141 0.56479 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 97 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.23620 -0.60920E-001-0.36910 0.60530 0.52423 + 273 0.23620 -0.60920E-001-0.36910 0.60530 0.52423 + 274 0.23620 -0.60920E-001-0.36910 0.60530 0.52423 + 274 0.23620 -0.60920E-001-0.36910 0.60530 0.52423 + 275 0.23620 -0.60920E-001-0.36910 0.60530 0.52423 + 275 0.23620 -0.60920E-001-0.36910 0.60530 0.52423 + 275 0.23620 -0.60920E-001-0.36910 0.60530 0.52423 + 275 0.23620 -0.60920E-001-0.36910 0.60530 0.52423 + + ELEMENT= 98 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.47474 0.36338E-001-0.37019 0.84493 0.73190 + 271 0.47474 0.36338E-001-0.37019 0.84493 0.73190 + 250 0.47474 0.36338E-001-0.37019 0.84493 0.73190 + 250 0.47474 0.36338E-001-0.37019 0.84493 0.73190 + 73 0.47474 0.36338E-001-0.37019 0.84493 0.73190 + 73 0.47474 0.36338E-001-0.37019 0.84493 0.73190 + 73 0.47474 0.36338E-001-0.37019 0.84493 0.73190 + 73 0.47474 0.36338E-001-0.37019 0.84493 0.73190 + + ELEMENT= 99 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.28929 -0.60974E-002-0.32298 0.61227 0.53035 + 276 0.28929 -0.60974E-002-0.32298 0.61227 0.53035 + 272 0.28929 -0.60974E-002-0.32298 0.61227 0.53035 + 272 0.28929 -0.60974E-002-0.32298 0.61227 0.53035 + 271 0.28929 -0.60974E-002-0.32298 0.61227 0.53035 + 271 0.28929 -0.60974E-002-0.32298 0.61227 0.53035 + 271 0.28929 -0.60974E-002-0.32298 0.61227 0.53035 + 271 0.28929 -0.60974E-002-0.32298 0.61227 0.53035 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 100 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.36201 -0.74121E-002-0.42785 0.78986 0.68452 + 273 0.36201 -0.74121E-002-0.42785 0.78986 0.68452 + 73 0.36201 -0.74121E-002-0.42785 0.78986 0.68452 + 73 0.36201 -0.74121E-002-0.42785 0.78986 0.68452 + 250 0.36201 -0.74121E-002-0.42785 0.78986 0.68452 + 250 0.36201 -0.74121E-002-0.42785 0.78986 0.68452 + 250 0.36201 -0.74121E-002-0.42785 0.78986 0.68452 + 250 0.36201 -0.74121E-002-0.42785 0.78986 0.68452 + + ELEMENT= 101 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.39992 -0.16442E-001-0.26636 0.66628 0.58299 + 273 0.39992 -0.16442E-001-0.26636 0.66628 0.58299 + 275 0.39992 -0.16442E-001-0.26636 0.66628 0.58299 + 275 0.39992 -0.16442E-001-0.26636 0.66628 0.58299 + 276 0.39992 -0.16442E-001-0.26636 0.66628 0.58299 + 276 0.39992 -0.16442E-001-0.26636 0.66628 0.58299 + 276 0.39992 -0.16442E-001-0.26636 0.66628 0.58299 + 276 0.39992 -0.16442E-001-0.26636 0.66628 0.58299 + + ELEMENT= 102 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.16171 0.12373 -0.38777 0.54948 0.53151 + 224 0.16171 0.12373 -0.38777 0.54948 0.53151 + 179 0.16171 0.12373 -0.38777 0.54948 0.53151 + 179 0.16171 0.12373 -0.38777 0.54948 0.53151 + 228 0.16171 0.12373 -0.38777 0.54948 0.53151 + 228 0.16171 0.12373 -0.38777 0.54948 0.53151 + 228 0.16171 0.12373 -0.38777 0.54948 0.53151 + 228 0.16171 0.12373 -0.38777 0.54948 0.53151 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 103 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.31256 0.26213E-001-0.57348 0.88604 0.78317 + 228 0.31256 0.26213E-001-0.57348 0.88604 0.78317 + 176 0.31256 0.26213E-001-0.57348 0.88604 0.78317 + 176 0.31256 0.26213E-001-0.57348 0.88604 0.78317 + 277 0.31256 0.26213E-001-0.57348 0.88604 0.78317 + 277 0.31256 0.26213E-001-0.57348 0.88604 0.78317 + 277 0.31256 0.26213E-001-0.57348 0.88604 0.78317 + 277 0.31256 0.26213E-001-0.57348 0.88604 0.78317 + + ELEMENT= 104 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.29926 -0.92333E-002-0.28785 0.58710 0.50867 + 175 0.29926 -0.92333E-002-0.28785 0.58710 0.50867 + 278 0.29926 -0.92333E-002-0.28785 0.58710 0.50867 + 278 0.29926 -0.92333E-002-0.28785 0.58710 0.50867 + 277 0.29926 -0.92333E-002-0.28785 0.58710 0.50867 + 277 0.29926 -0.92333E-002-0.28785 0.58710 0.50867 + 277 0.29926 -0.92333E-002-0.28785 0.58710 0.50867 + 277 0.29926 -0.92333E-002-0.28785 0.58710 0.50867 + + ELEMENT= 105 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.13882 -0.74591E-001-0.45927 0.59809 0.52499 + 227 0.13882 -0.74591E-001-0.45927 0.59809 0.52499 + 229 0.13882 -0.74591E-001-0.45927 0.59809 0.52499 + 229 0.13882 -0.74591E-001-0.45927 0.59809 0.52499 + 279 0.13882 -0.74591E-001-0.45927 0.59809 0.52499 + 279 0.13882 -0.74591E-001-0.45927 0.59809 0.52499 + 279 0.13882 -0.74591E-001-0.45927 0.59809 0.52499 + 279 0.13882 -0.74591E-001-0.45927 0.59809 0.52499 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 106 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.26510 -0.15501E-001-0.47064 0.73574 0.64312 + 277 0.26510 -0.15501E-001-0.47064 0.73574 0.64312 + 176 0.26510 -0.15501E-001-0.47064 0.73574 0.64312 + 176 0.26510 -0.15501E-001-0.47064 0.73574 0.64312 + 175 0.26510 -0.15501E-001-0.47064 0.73574 0.64312 + 175 0.26510 -0.15501E-001-0.47064 0.73574 0.64312 + 175 0.26510 -0.15501E-001-0.47064 0.73574 0.64312 + 175 0.26510 -0.15501E-001-0.47064 0.73574 0.64312 + + ELEMENT= 107 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 0.57500E-001-0.10024 -0.94972 1.0072 0.93835 + 279 0.57500E-001-0.10024 -0.94972 1.0072 0.93835 + 227 0.57500E-001-0.10024 -0.94972 1.0072 0.93835 + 227 0.57500E-001-0.10024 -0.94972 1.0072 0.93835 + 281 0.57500E-001-0.10024 -0.94972 1.0072 0.93835 + 281 0.57500E-001-0.10024 -0.94972 1.0072 0.93835 + 281 0.57500E-001-0.10024 -0.94972 1.0072 0.93835 + 281 0.57500E-001-0.10024 -0.94972 1.0072 0.93835 + + ELEMENT= 108 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 -0.55231E-002-0.15533 -0.49849 0.49297 0.43773 + 252 -0.55231E-002-0.15533 -0.49849 0.49297 0.43773 + 268 -0.55231E-002-0.15533 -0.49849 0.49297 0.43773 + 268 -0.55231E-002-0.15533 -0.49849 0.49297 0.43773 + 250 -0.55231E-002-0.15533 -0.49849 0.49297 0.43773 + 250 -0.55231E-002-0.15533 -0.49849 0.49297 0.43773 + 250 -0.55231E-002-0.15533 -0.49849 0.49297 0.43773 + 250 -0.55231E-002-0.15533 -0.49849 0.49297 0.43773 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 109 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.14081 -0.32589E-001-0.31168 0.45249 0.39541 + 253 0.14081 -0.32589E-001-0.31168 0.45249 0.39541 + 282 0.14081 -0.32589E-001-0.31168 0.45249 0.39541 + 282 0.14081 -0.32589E-001-0.31168 0.45249 0.39541 + 283 0.14081 -0.32589E-001-0.31168 0.45249 0.39541 + 283 0.14081 -0.32589E-001-0.31168 0.45249 0.39541 + 283 0.14081 -0.32589E-001-0.31168 0.45249 0.39541 + 283 0.14081 -0.32589E-001-0.31168 0.45249 0.39541 + + ELEMENT= 110 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 0.14999 0.73393E-001 -2.0638 2.2138 2.1765 + 57 0.14999 0.73393E-001 -2.0638 2.2138 2.1765 + 284 0.14999 0.73393E-001 -2.0638 2.2138 2.1765 + 284 0.14999 0.73393E-001 -2.0638 2.2138 2.1765 + 194 0.14999 0.73393E-001 -2.0638 2.2138 2.1765 + 194 0.14999 0.73393E-001 -2.0638 2.2138 2.1765 + 194 0.14999 0.73393E-001 -2.0638 2.2138 2.1765 + 194 0.14999 0.73393E-001 -2.0638 2.2138 2.1765 + + ELEMENT= 111 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.23858 0.33701E-001-0.35298 0.59156 0.52031 + 279 0.23858 0.33701E-001-0.35298 0.59156 0.52031 + 280 0.23858 0.33701E-001-0.35298 0.59156 0.52031 + 280 0.23858 0.33701E-001-0.35298 0.59156 0.52031 + 281 0.23858 0.33701E-001-0.35298 0.59156 0.52031 + 281 0.23858 0.33701E-001-0.35298 0.59156 0.52031 + 281 0.23858 0.33701E-001-0.35298 0.59156 0.52031 + 281 0.23858 0.33701E-001-0.35298 0.59156 0.52031 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 112 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.29726 0.71999E-002-0.27332 0.57058 0.49416 + 270 0.29726 0.71999E-002-0.27332 0.57058 0.49416 + 272 0.29726 0.71999E-002-0.27332 0.57058 0.49416 + 272 0.29726 0.71999E-002-0.27332 0.57058 0.49416 + 285 0.29726 0.71999E-002-0.27332 0.57058 0.49416 + 285 0.29726 0.71999E-002-0.27332 0.57058 0.49416 + 285 0.29726 0.71999E-002-0.27332 0.57058 0.49416 + 285 0.29726 0.71999E-002-0.27332 0.57058 0.49416 + + ELEMENT= 113 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.28635 -0.18886E-001-0.31414 0.60049 0.52007 + 268 0.28635 -0.18886E-001-0.31414 0.60049 0.52007 + 286 0.28635 -0.18886E-001-0.31414 0.60049 0.52007 + 286 0.28635 -0.18886E-001-0.31414 0.60049 0.52007 + 250 0.28635 -0.18886E-001-0.31414 0.60049 0.52007 + 250 0.28635 -0.18886E-001-0.31414 0.60049 0.52007 + 250 0.28635 -0.18886E-001-0.31414 0.60049 0.52007 + 250 0.28635 -0.18886E-001-0.31414 0.60049 0.52007 + + ELEMENT= 114 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.10851E-002-0.34131 -2.2884 2.2895 2.1389 + 288 0.10851E-002-0.34131 -2.2884 2.2895 2.1389 + 284 0.10851E-002-0.34131 -2.2884 2.2895 2.1389 + 284 0.10851E-002-0.34131 -2.2884 2.2895 2.1389 + 156 0.10851E-002-0.34131 -2.2884 2.2895 2.1389 + 156 0.10851E-002-0.34131 -2.2884 2.2895 2.1389 + 156 0.10851E-002-0.34131 -2.2884 2.2895 2.1389 + 156 0.10851E-002-0.34131 -2.2884 2.2895 2.1389 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 115 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 -0.48508E-002-0.10626 -0.43388 0.42903 0.38839 + 136 -0.48508E-002-0.10626 -0.43388 0.42903 0.38839 + 280 -0.48508E-002-0.10626 -0.43388 0.42903 0.38839 + 280 -0.48508E-002-0.10626 -0.43388 0.42903 0.38839 + 283 -0.48508E-002-0.10626 -0.43388 0.42903 0.38839 + 283 -0.48508E-002-0.10626 -0.43388 0.42903 0.38839 + 283 -0.48508E-002-0.10626 -0.43388 0.42903 0.38839 + 283 -0.48508E-002-0.10626 -0.43388 0.42903 0.38839 + + ELEMENT= 116 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.19048E-001-0.48836E-001-0.41060 0.42965 0.40005 + 280 0.19048E-001-0.48836E-001-0.41060 0.42965 0.40005 + 136 0.19048E-001-0.48836E-001-0.41060 0.42965 0.40005 + 136 0.19048E-001-0.48836E-001-0.41060 0.42965 0.40005 + 252 0.19048E-001-0.48836E-001-0.41060 0.42965 0.40005 + 252 0.19048E-001-0.48836E-001-0.41060 0.42965 0.40005 + 252 0.19048E-001-0.48836E-001-0.41060 0.42965 0.40005 + 252 0.19048E-001-0.48836E-001-0.41060 0.42965 0.40005 + + ELEMENT= 117 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.25176 0.75475E-001-0.68682 0.93859 0.86404 + 87 0.25176 0.75475E-001-0.68682 0.93859 0.86404 + 221 0.25176 0.75475E-001-0.68682 0.93859 0.86404 + 221 0.25176 0.75475E-001-0.68682 0.93859 0.86404 + 244 0.25176 0.75475E-001-0.68682 0.93859 0.86404 + 244 0.25176 0.75475E-001-0.68682 0.93859 0.86404 + 244 0.25176 0.75475E-001-0.68682 0.93859 0.86404 + 244 0.25176 0.75475E-001-0.68682 0.93859 0.86404 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 118 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.58940 0.17140 -0.18678 0.77618 0.67286 + 246 0.58940 0.17140 -0.18678 0.77618 0.67286 + 236 0.58940 0.17140 -0.18678 0.77618 0.67286 + 236 0.58940 0.17140 -0.18678 0.77618 0.67286 + 91 0.58940 0.17140 -0.18678 0.77618 0.67286 + 91 0.58940 0.17140 -0.18678 0.77618 0.67286 + 91 0.58940 0.17140 -0.18678 0.77618 0.67286 + 91 0.58940 0.17140 -0.18678 0.77618 0.67286 + + ELEMENT= 119 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.17130 -0.12786 -0.95227 1.1236 1.0079 + 221 0.17130 -0.12786 -0.95227 1.1236 1.0079 + 88 0.17130 -0.12786 -0.95227 1.1236 1.0079 + 88 0.17130 -0.12786 -0.95227 1.1236 1.0079 + 246 0.17130 -0.12786 -0.95227 1.1236 1.0079 + 246 0.17130 -0.12786 -0.95227 1.1236 1.0079 + 246 0.17130 -0.12786 -0.95227 1.1236 1.0079 + 246 0.17130 -0.12786 -0.95227 1.1236 1.0079 + + ELEMENT= 120 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.43240 0.17376E-001-0.35708 0.78948 0.68401 + 211 0.43240 0.17376E-001-0.35708 0.78948 0.68401 + 248 0.43240 0.17376E-001-0.35708 0.78948 0.68401 + 248 0.43240 0.17376E-001-0.35708 0.78948 0.68401 + 199 0.43240 0.17376E-001-0.35708 0.78948 0.68401 + 199 0.43240 0.17376E-001-0.35708 0.78948 0.68401 + 199 0.43240 0.17376E-001-0.35708 0.78948 0.68401 + 199 0.43240 0.17376E-001-0.35708 0.78948 0.68401 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 121 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.26331 -0.90150E-001-0.34549 0.60880 0.52951 + 223 0.26331 -0.90150E-001-0.34549 0.60880 0.52951 + 199 0.26331 -0.90150E-001-0.34549 0.60880 0.52951 + 199 0.26331 -0.90150E-001-0.34549 0.60880 0.52951 + 240 0.26331 -0.90150E-001-0.34549 0.60880 0.52951 + 240 0.26331 -0.90150E-001-0.34549 0.60880 0.52951 + 240 0.26331 -0.90150E-001-0.34549 0.60880 0.52951 + 240 0.26331 -0.90150E-001-0.34549 0.60880 0.52951 + + ELEMENT= 122 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.81272E-001-0.16240 -0.85174 0.93301 0.83817 + 203 0.81272E-001-0.16240 -0.85174 0.93301 0.83817 + 289 0.81272E-001-0.16240 -0.85174 0.93301 0.83817 + 289 0.81272E-001-0.16240 -0.85174 0.93301 0.83817 + 243 0.81272E-001-0.16240 -0.85174 0.93301 0.83817 + 243 0.81272E-001-0.16240 -0.85174 0.93301 0.83817 + 243 0.81272E-001-0.16240 -0.85174 0.93301 0.83817 + 243 0.81272E-001-0.16240 -0.85174 0.93301 0.83817 + + ELEMENT= 123 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.34624 -0.19189E-001-0.12933 0.47557 0.43118 + 200 0.34624 -0.19189E-001-0.12933 0.47557 0.43118 + 240 0.34624 -0.19189E-001-0.12933 0.47557 0.43118 + 240 0.34624 -0.19189E-001-0.12933 0.47557 0.43118 + 199 0.34624 -0.19189E-001-0.12933 0.47557 0.43118 + 199 0.34624 -0.19189E-001-0.12933 0.47557 0.43118 + 199 0.34624 -0.19189E-001-0.12933 0.47557 0.43118 + 199 0.34624 -0.19189E-001-0.12933 0.47557 0.43118 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 124 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.11374 -0.75982E-002-0.20622 0.31995 0.27977 + 290 0.11374 -0.75982E-002-0.20622 0.31995 0.27977 + 272 0.11374 -0.75982E-002-0.20622 0.31995 0.27977 + 272 0.11374 -0.75982E-002-0.20622 0.31995 0.27977 + 279 0.11374 -0.75982E-002-0.20622 0.31995 0.27977 + 279 0.11374 -0.75982E-002-0.20622 0.31995 0.27977 + 279 0.11374 -0.75982E-002-0.20622 0.31995 0.27977 + 279 0.11374 -0.75982E-002-0.20622 0.31995 0.27977 + + ELEMENT= 125 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.22077 0.29456E-001-0.32055 0.54132 0.47547 + 279 0.22077 0.29456E-001-0.32055 0.54132 0.47547 + 201 0.22077 0.29456E-001-0.32055 0.54132 0.47547 + 201 0.22077 0.29456E-001-0.32055 0.54132 0.47547 + 227 0.22077 0.29456E-001-0.32055 0.54132 0.47547 + 227 0.22077 0.29456E-001-0.32055 0.54132 0.47547 + 227 0.22077 0.29456E-001-0.32055 0.54132 0.47547 + 227 0.22077 0.29456E-001-0.32055 0.54132 0.47547 + + ELEMENT= 126 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.34578 0.53249E-002-0.23495 0.58073 0.50542 + 79 0.34578 0.53249E-002-0.23495 0.58073 0.50542 + 75 0.34578 0.53249E-002-0.23495 0.58073 0.50542 + 75 0.34578 0.53249E-002-0.23495 0.58073 0.50542 + 76 0.34578 0.53249E-002-0.23495 0.58073 0.50542 + 76 0.34578 0.53249E-002-0.23495 0.58073 0.50542 + 76 0.34578 0.53249E-002-0.23495 0.58073 0.50542 + 76 0.34578 0.53249E-002-0.23495 0.58073 0.50542 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 127 SOLID185 + NODE S1 S2 S3 SINT SEQV + 222 0.52758 0.13080E-001-0.78129E-001 0.60571 0.56564 + 201 0.52758 0.13080E-001-0.78129E-001 0.60571 0.56564 + 239 0.52758 0.13080E-001-0.78129E-001 0.60571 0.56564 + 239 0.52758 0.13080E-001-0.78129E-001 0.60571 0.56564 + 198 0.52758 0.13080E-001-0.78129E-001 0.60571 0.56564 + 198 0.52758 0.13080E-001-0.78129E-001 0.60571 0.56564 + 198 0.52758 0.13080E-001-0.78129E-001 0.60571 0.56564 + 198 0.52758 0.13080E-001-0.78129E-001 0.60571 0.56564 + + ELEMENT= 128 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.77453E-001-0.12234 -1.0304 1.1078 1.0227 + 242 0.77453E-001-0.12234 -1.0304 1.1078 1.0227 + 202 0.77453E-001-0.12234 -1.0304 1.1078 1.0227 + 202 0.77453E-001-0.12234 -1.0304 1.1078 1.0227 + 227 0.77453E-001-0.12234 -1.0304 1.1078 1.0227 + 227 0.77453E-001-0.12234 -1.0304 1.1078 1.0227 + 227 0.77453E-001-0.12234 -1.0304 1.1078 1.0227 + 227 0.77453E-001-0.12234 -1.0304 1.1078 1.0227 + + ELEMENT= 129 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.36985 0.40717E-001-0.39821 0.76806 0.66742 + 277 0.36985 0.40717E-001-0.39821 0.76806 0.66742 + 253 0.36985 0.40717E-001-0.39821 0.76806 0.66742 + 253 0.36985 0.40717E-001-0.39821 0.76806 0.66742 + 280 0.36985 0.40717E-001-0.39821 0.76806 0.66742 + 280 0.36985 0.40717E-001-0.39821 0.76806 0.66742 + 280 0.36985 0.40717E-001-0.39821 0.76806 0.66742 + 280 0.36985 0.40717E-001-0.39821 0.76806 0.66742 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 130 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.52346 0.85141E-001-0.19947 0.72293 0.63078 + 290 0.52346 0.85141E-001-0.19947 0.72293 0.63078 + 272 0.52346 0.85141E-001-0.19947 0.72293 0.63078 + 272 0.52346 0.85141E-001-0.19947 0.72293 0.63078 + 285 0.52346 0.85141E-001-0.19947 0.72293 0.63078 + 285 0.52346 0.85141E-001-0.19947 0.72293 0.63078 + 285 0.52346 0.85141E-001-0.19947 0.72293 0.63078 + 285 0.52346 0.85141E-001-0.19947 0.72293 0.63078 + + ELEMENT= 131 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.43677 0.55423E-001-0.21626 0.65304 0.56820 + 251 0.43677 0.55423E-001-0.21626 0.65304 0.56820 + 274 0.43677 0.55423E-001-0.21626 0.65304 0.56820 + 274 0.43677 0.55423E-001-0.21626 0.65304 0.56820 + 285 0.43677 0.55423E-001-0.21626 0.65304 0.56820 + 285 0.43677 0.55423E-001-0.21626 0.65304 0.56820 + 285 0.43677 0.55423E-001-0.21626 0.65304 0.56820 + 285 0.43677 0.55423E-001-0.21626 0.65304 0.56820 + + ELEMENT= 132 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.18808 -0.95996E-001-0.44954 0.63762 0.55328 + 160 0.18808 -0.95996E-001-0.44954 0.63762 0.55328 + 291 0.18808 -0.95996E-001-0.44954 0.63762 0.55328 + 291 0.18808 -0.95996E-001-0.44954 0.63762 0.55328 + 274 0.18808 -0.95996E-001-0.44954 0.63762 0.55328 + 274 0.18808 -0.95996E-001-0.44954 0.63762 0.55328 + 274 0.18808 -0.95996E-001-0.44954 0.63762 0.55328 + 274 0.18808 -0.95996E-001-0.44954 0.63762 0.55328 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 133 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.27060 0.54792E-001-0.32232 0.59292 0.51978 + 199 0.27060 0.54792E-001-0.32232 0.59292 0.51978 + 243 0.27060 0.54792E-001-0.32232 0.59292 0.51978 + 243 0.27060 0.54792E-001-0.32232 0.59292 0.51978 + 240 0.27060 0.54792E-001-0.32232 0.59292 0.51978 + 240 0.27060 0.54792E-001-0.32232 0.59292 0.51978 + 240 0.27060 0.54792E-001-0.32232 0.59292 0.51978 + 240 0.27060 0.54792E-001-0.32232 0.59292 0.51978 + + ELEMENT= 134 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 0.12454 0.11636E-001 -1.1425 1.2671 1.2146 + 289 0.12454 0.11636E-001 -1.1425 1.2671 1.2146 + 243 0.12454 0.11636E-001 -1.1425 1.2671 1.2146 + 243 0.12454 0.11636E-001 -1.1425 1.2671 1.2146 + 292 0.12454 0.11636E-001 -1.1425 1.2671 1.2146 + 292 0.12454 0.11636E-001 -1.1425 1.2671 1.2146 + 292 0.12454 0.11636E-001 -1.1425 1.2671 1.2146 + 292 0.12454 0.11636E-001 -1.1425 1.2671 1.2146 + + ELEMENT= 135 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 0.55231E-001-0.11155 -1.3785 1.4338 1.3581 + 243 0.55231E-001-0.11155 -1.3785 1.4338 1.3581 + 244 0.55231E-001-0.11155 -1.3785 1.4338 1.3581 + 244 0.55231E-001-0.11155 -1.3785 1.4338 1.3581 + 292 0.55231E-001-0.11155 -1.3785 1.4338 1.3581 + 292 0.55231E-001-0.11155 -1.3785 1.4338 1.3581 + 292 0.55231E-001-0.11155 -1.3785 1.4338 1.3581 + 292 0.55231E-001-0.11155 -1.3785 1.4338 1.3581 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 136 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 0.68362E-001-0.28087E-001 -1.1954 1.2638 1.2184 + 289 0.68362E-001-0.28087E-001 -1.1954 1.2638 1.2184 + 148 0.68362E-001-0.28087E-001 -1.1954 1.2638 1.2184 + 148 0.68362E-001-0.28087E-001 -1.1954 1.2638 1.2184 + 202 0.68362E-001-0.28087E-001 -1.1954 1.2638 1.2184 + 202 0.68362E-001-0.28087E-001 -1.1954 1.2638 1.2184 + 202 0.68362E-001-0.28087E-001 -1.1954 1.2638 1.2184 + 202 0.68362E-001-0.28087E-001 -1.1954 1.2638 1.2184 + + ELEMENT= 137 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.12513 0.13546E-001-0.75962 0.88475 0.83457 + 221 0.12513 0.13546E-001-0.75962 0.88475 0.83457 + 87 0.12513 0.13546E-001-0.75962 0.88475 0.83457 + 87 0.12513 0.13546E-001-0.75962 0.88475 0.83457 + 88 0.12513 0.13546E-001-0.75962 0.88475 0.83457 + 88 0.12513 0.13546E-001-0.75962 0.88475 0.83457 + 88 0.12513 0.13546E-001-0.75962 0.88475 0.83457 + 88 0.12513 0.13546E-001-0.75962 0.88475 0.83457 + + ELEMENT= 138 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.50609 0.92902E-001-0.14416 0.65025 0.56997 + 293 0.50609 0.92902E-001-0.14416 0.65025 0.56997 + 160 0.50609 0.92902E-001-0.14416 0.65025 0.56997 + 160 0.50609 0.92902E-001-0.14416 0.65025 0.56997 + 282 0.50609 0.92902E-001-0.14416 0.65025 0.56997 + 282 0.50609 0.92902E-001-0.14416 0.65025 0.56997 + 282 0.50609 0.92902E-001-0.14416 0.65025 0.56997 + 282 0.50609 0.92902E-001-0.14416 0.65025 0.56997 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 139 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.26925 0.35960E-001-0.68266 0.95191 0.85935 + 295 0.26925 0.35960E-001-0.68266 0.95191 0.85935 + 280 0.26925 0.35960E-001-0.68266 0.95191 0.85935 + 280 0.26925 0.35960E-001-0.68266 0.95191 0.85935 + 277 0.26925 0.35960E-001-0.68266 0.95191 0.85935 + 277 0.26925 0.35960E-001-0.68266 0.95191 0.85935 + 277 0.26925 0.35960E-001-0.68266 0.95191 0.85935 + 277 0.26925 0.35960E-001-0.68266 0.95191 0.85935 + + ELEMENT= 140 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.47550E-001-0.95513E-001-0.84366 0.89121 0.82899 + 289 0.47550E-001-0.95513E-001-0.84366 0.89121 0.82899 + 203 0.47550E-001-0.95513E-001-0.84366 0.89121 0.82899 + 203 0.47550E-001-0.95513E-001-0.84366 0.89121 0.82899 + 202 0.47550E-001-0.95513E-001-0.84366 0.89121 0.82899 + 202 0.47550E-001-0.95513E-001-0.84366 0.89121 0.82899 + 202 0.47550E-001-0.95513E-001-0.84366 0.89121 0.82899 + 202 0.47550E-001-0.95513E-001-0.84366 0.89121 0.82899 + + ELEMENT= 141 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.49125 0.34059E-001-0.29284 0.78409 0.68216 + 69 0.49125 0.34059E-001-0.29284 0.78409 0.68216 + 296 0.49125 0.34059E-001-0.29284 0.78409 0.68216 + 296 0.49125 0.34059E-001-0.29284 0.78409 0.68216 + 250 0.49125 0.34059E-001-0.29284 0.78409 0.68216 + 250 0.49125 0.34059E-001-0.29284 0.78409 0.68216 + 250 0.49125 0.34059E-001-0.29284 0.78409 0.68216 + 250 0.49125 0.34059E-001-0.29284 0.78409 0.68216 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 142 SOLID185 + NODE S1 S2 S3 SINT SEQV + 266 1.1345 -0.44103E-001-0.17144 1.3060 1.2472 + 197 1.1345 -0.44103E-001-0.17144 1.3060 1.2472 + 225 1.1345 -0.44103E-001-0.17144 1.3060 1.2472 + 225 1.1345 -0.44103E-001-0.17144 1.3060 1.2472 + 297 1.1345 -0.44103E-001-0.17144 1.3060 1.2472 + 297 1.1345 -0.44103E-001-0.17144 1.3060 1.2472 + 297 1.1345 -0.44103E-001-0.17144 1.3060 1.2472 + 297 1.1345 -0.44103E-001-0.17144 1.3060 1.2472 + + ELEMENT= 143 SOLID185 + NODE S1 S2 S3 SINT SEQV + 225 0.94514 0.25482E-001-0.11735 1.0625 0.99876 + 180 0.94514 0.25482E-001-0.11735 1.0625 0.99876 + 297 0.94514 0.25482E-001-0.11735 1.0625 0.99876 + 297 0.94514 0.25482E-001-0.11735 1.0625 0.99876 + 177 0.94514 0.25482E-001-0.11735 1.0625 0.99876 + 177 0.94514 0.25482E-001-0.11735 1.0625 0.99876 + 177 0.94514 0.25482E-001-0.11735 1.0625 0.99876 + 177 0.94514 0.25482E-001-0.11735 1.0625 0.99876 + + ELEMENT= 144 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 0.10549 -0.12047E-001-0.64622 0.75171 0.70038 + 75 0.10549 -0.12047E-001-0.64622 0.75171 0.70038 + 299 0.10549 -0.12047E-001-0.64622 0.75171 0.70038 + 299 0.10549 -0.12047E-001-0.64622 0.75171 0.70038 + 30 0.10549 -0.12047E-001-0.64622 0.75171 0.70038 + 30 0.10549 -0.12047E-001-0.64622 0.75171 0.70038 + 30 0.10549 -0.12047E-001-0.64622 0.75171 0.70038 + 30 0.10549 -0.12047E-001-0.64622 0.75171 0.70038 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 145 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.37900 0.11177E-001-0.42292 0.80192 0.69527 + 73 0.37900 0.11177E-001-0.42292 0.80192 0.69527 + 250 0.37900 0.11177E-001-0.42292 0.80192 0.69527 + 250 0.37900 0.11177E-001-0.42292 0.80192 0.69527 + 70 0.37900 0.11177E-001-0.42292 0.80192 0.69527 + 70 0.37900 0.11177E-001-0.42292 0.80192 0.69527 + 70 0.37900 0.11177E-001-0.42292 0.80192 0.69527 + 70 0.37900 0.11177E-001-0.42292 0.80192 0.69527 + + ELEMENT= 146 SOLID185 + NODE S1 S2 S3 SINT SEQV + 40 1.0561 0.10548E-001-0.10925 1.1653 1.1103 + 266 1.0561 0.10548E-001-0.10925 1.1653 1.1103 + 297 1.0561 0.10548E-001-0.10925 1.1653 1.1103 + 297 1.0561 0.10548E-001-0.10925 1.1653 1.1103 + 110 1.0561 0.10548E-001-0.10925 1.1653 1.1103 + 110 1.0561 0.10548E-001-0.10925 1.1653 1.1103 + 110 1.0561 0.10548E-001-0.10925 1.1653 1.1103 + 110 1.0561 0.10548E-001-0.10925 1.1653 1.1103 + + ELEMENT= 147 SOLID185 + NODE S1 S2 S3 SINT SEQV + 216 0.81457E-001-0.87123E-001 -2.1425 2.2240 2.1447 + 257 0.81457E-001-0.87123E-001 -2.1425 2.2240 2.1447 + 300 0.81457E-001-0.87123E-001 -2.1425 2.2240 2.1447 + 300 0.81457E-001-0.87123E-001 -2.1425 2.2240 2.1447 + 158 0.81457E-001-0.87123E-001 -2.1425 2.2240 2.1447 + 158 0.81457E-001-0.87123E-001 -2.1425 2.2240 2.1447 + 158 0.81457E-001-0.87123E-001 -2.1425 2.2240 2.1447 + 158 0.81457E-001-0.87123E-001 -2.1425 2.2240 2.1447 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 148 SOLID185 + NODE S1 S2 S3 SINT SEQV + 301 -0.61537E-001-0.14408 -1.3011 1.2395 1.2004 + 257 -0.61537E-001-0.14408 -1.3011 1.2395 1.2004 + 300 -0.61537E-001-0.14408 -1.3011 1.2395 1.2004 + 300 -0.61537E-001-0.14408 -1.3011 1.2395 1.2004 + 258 -0.61537E-001-0.14408 -1.3011 1.2395 1.2004 + 258 -0.61537E-001-0.14408 -1.3011 1.2395 1.2004 + 258 -0.61537E-001-0.14408 -1.3011 1.2395 1.2004 + 258 -0.61537E-001-0.14408 -1.3011 1.2395 1.2004 + + ELEMENT= 149 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 -0.10226 -0.16709 -1.4491 1.3468 1.3156 + 257 -0.10226 -0.16709 -1.4491 1.3468 1.3156 + 256 -0.10226 -0.16709 -1.4491 1.3468 1.3156 + 256 -0.10226 -0.16709 -1.4491 1.3468 1.3156 + 93 -0.10226 -0.16709 -1.4491 1.3468 1.3156 + 93 -0.10226 -0.16709 -1.4491 1.3468 1.3156 + 93 -0.10226 -0.16709 -1.4491 1.3468 1.3156 + 93 -0.10226 -0.16709 -1.4491 1.3468 1.3156 + + ELEMENT= 150 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.43231 -0.51149 -2.2909 1.8586 1.8203 + 301 -0.43231 -0.51149 -2.2909 1.8586 1.8203 + 129 -0.43231 -0.51149 -2.2909 1.8586 1.8203 + 129 -0.43231 -0.51149 -2.2909 1.8586 1.8203 + 53 -0.43231 -0.51149 -2.2909 1.8586 1.8203 + 53 -0.43231 -0.51149 -2.2909 1.8586 1.8203 + 53 -0.43231 -0.51149 -2.2909 1.8586 1.8203 + 53 -0.43231 -0.51149 -2.2909 1.8586 1.8203 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 151 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.29078 -0.95232 -3.4969 3.2061 2.9318 + 52 -0.29078 -0.95232 -3.4969 3.2061 2.9318 + 157 -0.29078 -0.95232 -3.4969 3.2061 2.9318 + 157 -0.29078 -0.95232 -3.4969 3.2061 2.9318 + 53 -0.29078 -0.95232 -3.4969 3.2061 2.9318 + 53 -0.29078 -0.95232 -3.4969 3.2061 2.9318 + 53 -0.29078 -0.95232 -3.4969 3.2061 2.9318 + 53 -0.29078 -0.95232 -3.4969 3.2061 2.9318 + + ELEMENT= 152 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.27421 -0.77300 -3.4537 3.1794 2.9617 + 52 -0.27421 -0.77300 -3.4537 3.1794 2.9617 + 288 -0.27421 -0.77300 -3.4537 3.1794 2.9617 + 288 -0.27421 -0.77300 -3.4537 3.1794 2.9617 + 157 -0.27421 -0.77300 -3.4537 3.1794 2.9617 + 157 -0.27421 -0.77300 -3.4537 3.1794 2.9617 + 157 -0.27421 -0.77300 -3.4537 3.1794 2.9617 + 157 -0.27421 -0.77300 -3.4537 3.1794 2.9617 + + ELEMENT= 153 SOLID185 + NODE S1 S2 S3 SINT SEQV + 213 1.1733 0.50088E-001-0.69124E-001 1.2425 1.1874 + 259 1.1733 0.50088E-001-0.69124E-001 1.2425 1.1874 + 210 1.1733 0.50088E-001-0.69124E-001 1.2425 1.1874 + 210 1.1733 0.50088E-001-0.69124E-001 1.2425 1.1874 + 209 1.1733 0.50088E-001-0.69124E-001 1.2425 1.1874 + 209 1.1733 0.50088E-001-0.69124E-001 1.2425 1.1874 + 209 1.1733 0.50088E-001-0.69124E-001 1.2425 1.1874 + 209 1.1733 0.50088E-001-0.69124E-001 1.2425 1.1874 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 154 SOLID185 + NODE S1 S2 S3 SINT SEQV + 191 0.25282E-001-0.27274 -1.8023 1.8276 1.6983 + 261 0.25282E-001-0.27274 -1.8023 1.8276 1.6983 + 302 0.25282E-001-0.27274 -1.8023 1.8276 1.6983 + 302 0.25282E-001-0.27274 -1.8023 1.8276 1.6983 + 217 0.25282E-001-0.27274 -1.8023 1.8276 1.6983 + 217 0.25282E-001-0.27274 -1.8023 1.8276 1.6983 + 217 0.25282E-001-0.27274 -1.8023 1.8276 1.6983 + 217 0.25282E-001-0.27274 -1.8023 1.8276 1.6983 + + ELEMENT= 155 SOLID185 + NODE S1 S2 S3 SINT SEQV + 217 0.57606 0.26733 -0.87843 1.4545 1.3273 + 302 0.57606 0.26733 -0.87843 1.4545 1.3273 + 205 0.57606 0.26733 -0.87843 1.4545 1.3273 + 205 0.57606 0.26733 -0.87843 1.4545 1.3273 + 207 0.57606 0.26733 -0.87843 1.4545 1.3273 + 207 0.57606 0.26733 -0.87843 1.4545 1.3273 + 207 0.57606 0.26733 -0.87843 1.4545 1.3273 + 207 0.57606 0.26733 -0.87843 1.4545 1.3273 + + ELEMENT= 156 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 2.5781 0.43312E-001-0.17901 2.7571 2.6530 + 43 2.5781 0.43312E-001-0.17901 2.7571 2.6530 + 44 2.5781 0.43312E-001-0.17901 2.7571 2.6530 + 44 2.5781 0.43312E-001-0.17901 2.7571 2.6530 + 119 2.5781 0.43312E-001-0.17901 2.7571 2.6530 + 119 2.5781 0.43312E-001-0.17901 2.7571 2.6530 + 119 2.5781 0.43312E-001-0.17901 2.7571 2.6530 + 119 2.5781 0.43312E-001-0.17901 2.7571 2.6530 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 157 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.28666 -0.38194E-003-0.57367 0.86033 0.75869 + 218 0.28666 -0.38194E-003-0.57367 0.86033 0.75869 + 212 0.28666 -0.38194E-003-0.57367 0.86033 0.75869 + 212 0.28666 -0.38194E-003-0.57367 0.86033 0.75869 + 262 0.28666 -0.38194E-003-0.57367 0.86033 0.75869 + 262 0.28666 -0.38194E-003-0.57367 0.86033 0.75869 + 262 0.28666 -0.38194E-003-0.57367 0.86033 0.75869 + 262 0.28666 -0.38194E-003-0.57367 0.86033 0.75869 + + ELEMENT= 158 SOLID185 + NODE S1 S2 S3 SINT SEQV + 303 1.8138 0.64114 0.24173 1.5721 1.4153 + 95 1.8138 0.64114 0.24173 1.5721 1.4153 + 21 1.8138 0.64114 0.24173 1.5721 1.4153 + 21 1.8138 0.64114 0.24173 1.5721 1.4153 + 94 1.8138 0.64114 0.24173 1.5721 1.4153 + 94 1.8138 0.64114 0.24173 1.5721 1.4153 + 94 1.8138 0.64114 0.24173 1.5721 1.4153 + 94 1.8138 0.64114 0.24173 1.5721 1.4153 + + ELEMENT= 159 SOLID185 + NODE S1 S2 S3 SINT SEQV + 217 0.16320 -0.14078 -0.45552 0.61872 0.53585 + 205 0.16320 -0.14078 -0.45552 0.61872 0.53585 + 187 0.16320 -0.14078 -0.45552 0.61872 0.53585 + 187 0.16320 -0.14078 -0.45552 0.61872 0.53585 + 259 0.16320 -0.14078 -0.45552 0.61872 0.53585 + 259 0.16320 -0.14078 -0.45552 0.61872 0.53585 + 259 0.16320 -0.14078 -0.45552 0.61872 0.53585 + 259 0.16320 -0.14078 -0.45552 0.61872 0.53585 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 160 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.70908 0.30133E-001-0.49800E-002 0.71406 0.69716 + 38 0.70908 0.30133E-001-0.49800E-002 0.71406 0.69716 + 305 0.70908 0.30133E-001-0.49800E-002 0.71406 0.69716 + 305 0.70908 0.30133E-001-0.49800E-002 0.71406 0.69716 + 104 0.70908 0.30133E-001-0.49800E-002 0.71406 0.69716 + 104 0.70908 0.30133E-001-0.49800E-002 0.71406 0.69716 + 104 0.70908 0.30133E-001-0.49800E-002 0.71406 0.69716 + 104 0.70908 0.30133E-001-0.49800E-002 0.71406 0.69716 + + ELEMENT= 161 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.71529 0.81571E-001-0.16510E-001 0.73180 0.68802 + 278 0.71529 0.81571E-001-0.16510E-001 0.73180 0.68802 + 306 0.71529 0.81571E-001-0.16510E-001 0.73180 0.68802 + 306 0.71529 0.81571E-001-0.16510E-001 0.73180 0.68802 + 307 0.71529 0.81571E-001-0.16510E-001 0.73180 0.68802 + 307 0.71529 0.81571E-001-0.16510E-001 0.73180 0.68802 + 307 0.71529 0.81571E-001-0.16510E-001 0.73180 0.68802 + 307 0.71529 0.81571E-001-0.16510E-001 0.73180 0.68802 + + ELEMENT= 162 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.57988 -0.34312E-001-0.22609 0.80596 0.72924 + 278 0.57988 -0.34312E-001-0.22609 0.80596 0.72924 + 174 0.57988 -0.34312E-001-0.22609 0.80596 0.72924 + 174 0.57988 -0.34312E-001-0.22609 0.80596 0.72924 + 171 0.57988 -0.34312E-001-0.22609 0.80596 0.72924 + 171 0.57988 -0.34312E-001-0.22609 0.80596 0.72924 + 171 0.57988 -0.34312E-001-0.22609 0.80596 0.72924 + 171 0.57988 -0.34312E-001-0.22609 0.80596 0.72924 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 163 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.34915 -0.23913E-001-0.19129 0.54044 0.47920 + 304 0.34915 -0.23913E-001-0.19129 0.54044 0.47920 + 37 0.34915 -0.23913E-001-0.19129 0.54044 0.47920 + 37 0.34915 -0.23913E-001-0.19129 0.54044 0.47920 + 171 0.34915 -0.23913E-001-0.19129 0.54044 0.47920 + 171 0.34915 -0.23913E-001-0.19129 0.54044 0.47920 + 171 0.34915 -0.23913E-001-0.19129 0.54044 0.47920 + 171 0.34915 -0.23913E-001-0.19129 0.54044 0.47920 + + ELEMENT= 164 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.20508 -0.55200E-001-0.10415 0.30923 0.28789 + 293 0.20508 -0.55200E-001-0.10415 0.30923 0.28789 + 282 0.20508 -0.55200E-001-0.10415 0.30923 0.28789 + 282 0.20508 -0.55200E-001-0.10415 0.30923 0.28789 + 159 0.20508 -0.55200E-001-0.10415 0.30923 0.28789 + 159 0.20508 -0.55200E-001-0.10415 0.30923 0.28789 + 159 0.20508 -0.55200E-001-0.10415 0.30923 0.28789 + 159 0.20508 -0.55200E-001-0.10415 0.30923 0.28789 + + ELEMENT= 165 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.43077 0.28877E-002-0.67024E-001 0.49779 0.46678 + 293 0.43077 0.28877E-002-0.67024E-001 0.49779 0.46678 + 159 0.43077 0.28877E-002-0.67024E-001 0.49779 0.46678 + 159 0.43077 0.28877E-002-0.67024E-001 0.49779 0.46678 + 54 0.43077 0.28877E-002-0.67024E-001 0.49779 0.46678 + 54 0.43077 0.28877E-002-0.67024E-001 0.49779 0.46678 + 54 0.43077 0.28877E-002-0.67024E-001 0.49779 0.46678 + 54 0.43077 0.28877E-002-0.67024E-001 0.49779 0.46678 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 166 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.82972E-001-0.91678E-001-0.33013 0.41311 0.35918 + 293 0.82972E-001-0.91678E-001-0.33013 0.41311 0.35918 + 54 0.82972E-001-0.91678E-001-0.33013 0.41311 0.35918 + 54 0.82972E-001-0.91678E-001-0.33013 0.41311 0.35918 + 132 0.82972E-001-0.91678E-001-0.33013 0.41311 0.35918 + 132 0.82972E-001-0.91678E-001-0.33013 0.41311 0.35918 + 132 0.82972E-001-0.91678E-001-0.33013 0.41311 0.35918 + 132 0.82972E-001-0.91678E-001-0.33013 0.41311 0.35918 + + ELEMENT= 167 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 -0.15062E-001-0.18718 -0.25903 0.24397 0.21715 + 309 -0.15062E-001-0.18718 -0.25903 0.24397 0.21715 + 133 -0.15062E-001-0.18718 -0.25903 0.24397 0.21715 + 133 -0.15062E-001-0.18718 -0.25903 0.24397 0.21715 + 55 -0.15062E-001-0.18718 -0.25903 0.24397 0.21715 + 55 -0.15062E-001-0.18718 -0.25903 0.24397 0.21715 + 55 -0.15062E-001-0.18718 -0.25903 0.24397 0.21715 + 55 -0.15062E-001-0.18718 -0.25903 0.24397 0.21715 + + ELEMENT= 168 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 0.22210 -0.19950E-002-0.49129 0.71338 0.63188 + 272 0.22210 -0.19950E-002-0.49129 0.71338 0.63188 + 242 0.22210 -0.19950E-002-0.49129 0.71338 0.63188 + 242 0.22210 -0.19950E-002-0.49129 0.71338 0.63188 + 238 0.22210 -0.19950E-002-0.49129 0.71338 0.63188 + 238 0.22210 -0.19950E-002-0.49129 0.71338 0.63188 + 238 0.22210 -0.19950E-002-0.49129 0.71338 0.63188 + 238 0.22210 -0.19950E-002-0.49129 0.71338 0.63188 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 169 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.12012 0.81212E-002-0.65901 0.77913 0.72960 + 299 0.12012 0.81212E-002-0.65901 0.77913 0.72960 + 143 0.12012 0.81212E-002-0.65901 0.77913 0.72960 + 143 0.12012 0.81212E-002-0.65901 0.77913 0.72960 + 281 0.12012 0.81212E-002-0.65901 0.77913 0.72960 + 281 0.12012 0.81212E-002-0.65901 0.77913 0.72960 + 281 0.12012 0.81212E-002-0.65901 0.77913 0.72960 + 281 0.12012 0.81212E-002-0.65901 0.77913 0.72960 + + ELEMENT= 170 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.10631 -0.62850E-001-0.97130 1.0776 1.0038 + 227 0.10631 -0.62850E-001-0.97130 1.0776 1.0038 + 145 0.10631 -0.62850E-001-0.97130 1.0776 1.0038 + 145 0.10631 -0.62850E-001-0.97130 1.0776 1.0038 + 202 0.10631 -0.62850E-001-0.97130 1.0776 1.0038 + 202 0.10631 -0.62850E-001-0.97130 1.0776 1.0038 + 202 0.10631 -0.62850E-001-0.97130 1.0776 1.0038 + 202 0.10631 -0.62850E-001-0.97130 1.0776 1.0038 + + ELEMENT= 171 SOLID185 + NODE S1 S2 S3 SINT SEQV + 262 -0.13439 -0.60425 -1.7682 1.6338 1.4569 + 50 -0.13439 -0.60425 -1.7682 1.6338 1.4569 + 193 -0.13439 -0.60425 -1.7682 1.6338 1.4569 + 193 -0.13439 -0.60425 -1.7682 1.6338 1.4569 + 194 -0.13439 -0.60425 -1.7682 1.6338 1.4569 + 194 -0.13439 -0.60425 -1.7682 1.6338 1.4569 + 194 -0.13439 -0.60425 -1.7682 1.6338 1.4569 + 194 -0.13439 -0.60425 -1.7682 1.6338 1.4569 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 172 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.47723 0.35369E-001-0.32393 0.80116 0.69505 + 296 0.47723 0.35369E-001-0.32393 0.80116 0.69505 + 286 0.47723 0.35369E-001-0.32393 0.80116 0.69505 + 286 0.47723 0.35369E-001-0.32393 0.80116 0.69505 + 250 0.47723 0.35369E-001-0.32393 0.80116 0.69505 + 250 0.47723 0.35369E-001-0.32393 0.80116 0.69505 + 250 0.47723 0.35369E-001-0.32393 0.80116 0.69505 + 250 0.47723 0.35369E-001-0.32393 0.80116 0.69505 + + ELEMENT= 173 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.30005 -0.57129E-001-0.34798 0.64803 0.56219 + 310 0.30005 -0.57129E-001-0.34798 0.64803 0.56219 + 309 0.30005 -0.57129E-001-0.34798 0.64803 0.56219 + 309 0.30005 -0.57129E-001-0.34798 0.64803 0.56219 + 286 0.30005 -0.57129E-001-0.34798 0.64803 0.56219 + 286 0.30005 -0.57129E-001-0.34798 0.64803 0.56219 + 286 0.30005 -0.57129E-001-0.34798 0.64803 0.56219 + 286 0.30005 -0.57129E-001-0.34798 0.64803 0.56219 + + ELEMENT= 174 SOLID185 + NODE S1 S2 S3 SINT SEQV + 250 0.38187 0.33374E-001-0.26722 0.64910 0.56264 + 274 0.38187 0.33374E-001-0.26722 0.64910 0.56264 + 249 0.38187 0.33374E-001-0.26722 0.64910 0.56264 + 249 0.38187 0.33374E-001-0.26722 0.64910 0.56264 + 251 0.38187 0.33374E-001-0.26722 0.64910 0.56264 + 251 0.38187 0.33374E-001-0.26722 0.64910 0.56264 + 251 0.38187 0.33374E-001-0.26722 0.64910 0.56264 + 251 0.38187 0.33374E-001-0.26722 0.64910 0.56264 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 175 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.37569 0.19085E-001-0.30241 0.67810 0.58752 + 310 0.37569 0.19085E-001-0.30241 0.67810 0.58752 + 296 0.37569 0.19085E-001-0.30241 0.67810 0.58752 + 296 0.37569 0.19085E-001-0.30241 0.67810 0.58752 + 69 0.37569 0.19085E-001-0.30241 0.67810 0.58752 + 69 0.37569 0.19085E-001-0.30241 0.67810 0.58752 + 69 0.37569 0.19085E-001-0.30241 0.67810 0.58752 + 69 0.37569 0.19085E-001-0.30241 0.67810 0.58752 + + ELEMENT= 176 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.32433 0.41419E-001-0.10468 0.42901 0.37778 + 296 0.32433 0.41419E-001-0.10468 0.42901 0.37778 + 165 0.32433 0.41419E-001-0.10468 0.42901 0.37778 + 165 0.32433 0.41419E-001-0.10468 0.42901 0.37778 + 286 0.32433 0.41419E-001-0.10468 0.42901 0.37778 + 286 0.32433 0.41419E-001-0.10468 0.42901 0.37778 + 286 0.32433 0.41419E-001-0.10468 0.42901 0.37778 + 286 0.32433 0.41419E-001-0.10468 0.42901 0.37778 + + ELEMENT= 177 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.11018 0.60697E-001 0.26872E-001 0.83313E-001 0.72575E-001 + 309 0.11018 0.60697E-001 0.26872E-001 0.83313E-001 0.72575E-001 + 282 0.11018 0.60697E-001 0.26872E-001 0.83313E-001 0.72575E-001 + 282 0.11018 0.60697E-001 0.26872E-001 0.83313E-001 0.72575E-001 + 162 0.11018 0.60697E-001 0.26872E-001 0.83313E-001 0.72575E-001 + 162 0.11018 0.60697E-001 0.26872E-001 0.83313E-001 0.72575E-001 + 162 0.11018 0.60697E-001 0.26872E-001 0.83313E-001 0.72575E-001 + 162 0.11018 0.60697E-001 0.26872E-001 0.83313E-001 0.72575E-001 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 178 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.51721 0.51850E-001-0.12262 0.63983 0.57288 + 312 0.51721 0.51850E-001-0.12262 0.63983 0.57288 + 74 0.51721 0.51850E-001-0.12262 0.63983 0.57288 + 74 0.51721 0.51850E-001-0.12262 0.63983 0.57288 + 13 0.51721 0.51850E-001-0.12262 0.63983 0.57288 + 13 0.51721 0.51850E-001-0.12262 0.63983 0.57288 + 13 0.51721 0.51850E-001-0.12262 0.63983 0.57288 + 13 0.51721 0.51850E-001-0.12262 0.63983 0.57288 + + ELEMENT= 179 SOLID185 + NODE S1 S2 S3 SINT SEQV + 313 0.15484 0.20918E-001-0.17524 0.33008 0.28754 + 314 0.15484 0.20918E-001-0.17524 0.33008 0.28754 + 167 0.15484 0.20918E-001-0.17524 0.33008 0.28754 + 167 0.15484 0.20918E-001-0.17524 0.33008 0.28754 + 274 0.15484 0.20918E-001-0.17524 0.33008 0.28754 + 274 0.15484 0.20918E-001-0.17524 0.33008 0.28754 + 274 0.15484 0.20918E-001-0.17524 0.33008 0.28754 + 274 0.15484 0.20918E-001-0.17524 0.33008 0.28754 + + ELEMENT= 180 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.58548 0.15398 0.37750E-001 0.54773 0.49986 + 275 0.58548 0.15398 0.37750E-001 0.54773 0.49986 + 99 0.58548 0.15398 0.37750E-001 0.54773 0.49986 + 99 0.58548 0.15398 0.37750E-001 0.54773 0.49986 + 96 0.58548 0.15398 0.37750E-001 0.54773 0.49986 + 96 0.58548 0.15398 0.37750E-001 0.54773 0.49986 + 96 0.58548 0.15398 0.37750E-001 0.54773 0.49986 + 96 0.58548 0.15398 0.37750E-001 0.54773 0.49986 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 181 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.57890 0.22716 0.10312 0.47579 0.42748 + 311 0.57890 0.22716 0.10312 0.47579 0.42748 + 12 0.57890 0.22716 0.10312 0.47579 0.42748 + 12 0.57890 0.22716 0.10312 0.47579 0.42748 + 96 0.57890 0.22716 0.10312 0.47579 0.42748 + 96 0.57890 0.22716 0.10312 0.47579 0.42748 + 96 0.57890 0.22716 0.10312 0.47579 0.42748 + 96 0.57890 0.22716 0.10312 0.47579 0.42748 + + ELEMENT= 182 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.38811 -0.12944E-001-0.19888 0.58699 0.51960 + 272 0.38811 -0.12944E-001-0.19888 0.58699 0.51960 + 276 0.38811 -0.12944E-001-0.19888 0.58699 0.51960 + 276 0.38811 -0.12944E-001-0.19888 0.58699 0.51960 + 285 0.38811 -0.12944E-001-0.19888 0.58699 0.51960 + 285 0.38811 -0.12944E-001-0.19888 0.58699 0.51960 + 285 0.38811 -0.12944E-001-0.19888 0.58699 0.51960 + 285 0.38811 -0.12944E-001-0.19888 0.58699 0.51960 + + ELEMENT= 183 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 -0.53999E-001-0.25644 -1.6714 1.6174 1.5263 + 81 -0.53999E-001-0.25644 -1.6714 1.6174 1.5263 + 28 -0.53999E-001-0.25644 -1.6714 1.6174 1.5263 + 28 -0.53999E-001-0.25644 -1.6714 1.6174 1.5263 + 29 -0.53999E-001-0.25644 -1.6714 1.6174 1.5263 + 29 -0.53999E-001-0.25644 -1.6714 1.6174 1.5263 + 29 -0.53999E-001-0.25644 -1.6714 1.6174 1.5263 + 29 -0.53999E-001-0.25644 -1.6714 1.6174 1.5263 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 184 SOLID185 + NODE S1 S2 S3 SINT SEQV + 316 0.71442 0.12766E-001-0.26309 0.97751 0.87291 + 272 0.71442 0.12766E-001-0.26309 0.97751 0.87291 + 290 0.71442 0.12766E-001-0.26309 0.97751 0.87291 + 290 0.71442 0.12766E-001-0.26309 0.97751 0.87291 + 276 0.71442 0.12766E-001-0.26309 0.97751 0.87291 + 276 0.71442 0.12766E-001-0.26309 0.97751 0.87291 + 276 0.71442 0.12766E-001-0.26309 0.97751 0.87291 + 276 0.71442 0.12766E-001-0.26309 0.97751 0.87291 + + ELEMENT= 185 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.54947 0.16015E-002-0.27649 0.82596 0.72791 + 272 0.54947 0.16015E-002-0.27649 0.82596 0.72791 + 290 0.54947 0.16015E-002-0.27649 0.82596 0.72791 + 290 0.54947 0.16015E-002-0.27649 0.82596 0.72791 + 285 0.54947 0.16015E-002-0.27649 0.82596 0.72791 + 285 0.54947 0.16015E-002-0.27649 0.82596 0.72791 + 285 0.54947 0.16015E-002-0.27649 0.82596 0.72791 + 285 0.54947 0.16015E-002-0.27649 0.82596 0.72791 + + ELEMENT= 186 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.28749 0.39791E-001-0.38446 0.67195 0.58858 + 271 0.28749 0.39791E-001-0.38446 0.67195 0.58858 + 272 0.28749 0.39791E-001-0.38446 0.67195 0.58858 + 272 0.28749 0.39791E-001-0.38446 0.67195 0.58858 + 281 0.28749 0.39791E-001-0.38446 0.67195 0.58858 + 281 0.28749 0.39791E-001-0.38446 0.67195 0.58858 + 281 0.28749 0.39791E-001-0.38446 0.67195 0.58858 + 281 0.28749 0.39791E-001-0.38446 0.67195 0.58858 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 187 SOLID185 + NODE S1 S2 S3 SINT SEQV + 281 -0.93827E-002-0.40073E-001-0.73062 0.72124 0.70639 + 272 -0.93827E-002-0.40073E-001-0.73062 0.72124 0.70639 + 242 -0.93827E-002-0.40073E-001-0.73062 0.72124 0.70639 + 242 -0.93827E-002-0.40073E-001-0.73062 0.72124 0.70639 + 299 -0.93827E-002-0.40073E-001-0.73062 0.72124 0.70639 + 299 -0.93827E-002-0.40073E-001-0.73062 0.72124 0.70639 + 299 -0.93827E-002-0.40073E-001-0.73062 0.72124 0.70639 + 299 -0.93827E-002-0.40073E-001-0.73062 0.72124 0.70639 + + ELEMENT= 188 SOLID185 + NODE S1 S2 S3 SINT SEQV + 272 0.24413 0.26755E-001-0.56608 0.81022 0.72635 + 271 0.24413 0.26755E-001-0.56608 0.81022 0.72635 + 299 0.24413 0.26755E-001-0.56608 0.81022 0.72635 + 299 0.24413 0.26755E-001-0.56608 0.81022 0.72635 + 281 0.24413 0.26755E-001-0.56608 0.81022 0.72635 + 281 0.24413 0.26755E-001-0.56608 0.81022 0.72635 + 281 0.24413 0.26755E-001-0.56608 0.81022 0.72635 + 281 0.24413 0.26755E-001-0.56608 0.81022 0.72635 + + ELEMENT= 189 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.17974 -0.10198 -0.45249 0.63223 0.54861 + 316 0.17974 -0.10198 -0.45249 0.63223 0.54861 + 76 0.17974 -0.10198 -0.45249 0.63223 0.54861 + 76 0.17974 -0.10198 -0.45249 0.63223 0.54861 + 272 0.17974 -0.10198 -0.45249 0.63223 0.54861 + 272 0.17974 -0.10198 -0.45249 0.63223 0.54861 + 272 0.17974 -0.10198 -0.45249 0.63223 0.54861 + 272 0.17974 -0.10198 -0.45249 0.63223 0.54861 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 190 SOLID185 + NODE S1 S2 S3 SINT SEQV + 250 0.56643 0.62860E-001-0.30904 0.87547 0.76103 + 69 0.56643 0.62860E-001-0.30904 0.87547 0.76103 + 70 0.56643 0.62860E-001-0.30904 0.87547 0.76103 + 70 0.56643 0.62860E-001-0.30904 0.87547 0.76103 + 73 0.56643 0.62860E-001-0.30904 0.87547 0.76103 + 73 0.56643 0.62860E-001-0.30904 0.87547 0.76103 + 73 0.56643 0.62860E-001-0.30904 0.87547 0.76103 + 73 0.56643 0.62860E-001-0.30904 0.87547 0.76103 + + ELEMENT= 191 SOLID185 + NODE S1 S2 S3 SINT SEQV + 272 0.64632 0.72874E-001-0.35022 0.99654 0.86629 + 76 0.64632 0.72874E-001-0.35022 0.99654 0.86629 + 276 0.64632 0.72874E-001-0.35022 0.99654 0.86629 + 276 0.64632 0.72874E-001-0.35022 0.99654 0.86629 + 316 0.64632 0.72874E-001-0.35022 0.99654 0.86629 + 316 0.64632 0.72874E-001-0.35022 0.99654 0.86629 + 316 0.64632 0.72874E-001-0.35022 0.99654 0.86629 + 316 0.64632 0.72874E-001-0.35022 0.99654 0.86629 + + ELEMENT= 192 SOLID185 + NODE S1 S2 S3 SINT SEQV + 217 0.73574E-001-0.17022 -0.48608 0.55966 0.48601 + 259 0.73574E-001-0.17022 -0.48608 0.55966 0.48601 + 209 0.73574E-001-0.17022 -0.48608 0.55966 0.48601 + 209 0.73574E-001-0.17022 -0.48608 0.55966 0.48601 + 205 0.73574E-001-0.17022 -0.48608 0.55966 0.48601 + 205 0.73574E-001-0.17022 -0.48608 0.55966 0.48601 + 205 0.73574E-001-0.17022 -0.48608 0.55966 0.48601 + 205 0.73574E-001-0.17022 -0.48608 0.55966 0.48601 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 193 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 0.15978 -0.39828E-001 -1.1977 1.3575 1.2695 + 317 0.15978 -0.39828E-001 -1.1977 1.3575 1.2695 + 188 0.15978 -0.39828E-001 -1.1977 1.3575 1.2695 + 188 0.15978 -0.39828E-001 -1.1977 1.3575 1.2695 + 185 0.15978 -0.39828E-001 -1.1977 1.3575 1.2695 + 185 0.15978 -0.39828E-001 -1.1977 1.3575 1.2695 + 185 0.15978 -0.39828E-001 -1.1977 1.3575 1.2695 + 185 0.15978 -0.39828E-001 -1.1977 1.3575 1.2695 + + ELEMENT= 194 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 0.29584 -0.10726 -1.3742 1.6700 1.5094 + 317 0.29584 -0.10726 -1.3742 1.6700 1.5094 + 185 0.29584 -0.10726 -1.3742 1.6700 1.5094 + 185 0.29584 -0.10726 -1.3742 1.6700 1.5094 + 318 0.29584 -0.10726 -1.3742 1.6700 1.5094 + 318 0.29584 -0.10726 -1.3742 1.6700 1.5094 + 318 0.29584 -0.10726 -1.3742 1.6700 1.5094 + 318 0.29584 -0.10726 -1.3742 1.6700 1.5094 + + ELEMENT= 195 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 0.27773 -0.15025 -0.81302 1.0907 0.95188 + 205 0.27773 -0.15025 -0.81302 1.0907 0.95188 + 195 0.27773 -0.15025 -0.81302 1.0907 0.95188 + 195 0.27773 -0.15025 -0.81302 1.0907 0.95188 + 184 0.27773 -0.15025 -0.81302 1.0907 0.95188 + 184 0.27773 -0.15025 -0.81302 1.0907 0.95188 + 184 0.27773 -0.15025 -0.81302 1.0907 0.95188 + 184 0.27773 -0.15025 -0.81302 1.0907 0.95188 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 196 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.17602 -0.52933E-002-0.41592 0.59194 0.52530 + 72 0.17602 -0.52933E-002-0.41592 0.59194 0.52530 + 298 0.17602 -0.52933E-002-0.41592 0.59194 0.52530 + 298 0.17602 -0.52933E-002-0.41592 0.59194 0.52530 + 31 0.17602 -0.52933E-002-0.41592 0.59194 0.52530 + 31 0.17602 -0.52933E-002-0.41592 0.59194 0.52530 + 31 0.17602 -0.52933E-002-0.41592 0.59194 0.52530 + 31 0.17602 -0.52933E-002-0.41592 0.59194 0.52530 + + ELEMENT= 197 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.79926E-001-0.32402E-001-0.43370 0.51363 0.46769 + 31 0.79926E-001-0.32402E-001-0.43370 0.51363 0.46769 + 298 0.79926E-001-0.32402E-001-0.43370 0.51363 0.46769 + 298 0.79926E-001-0.32402E-001-0.43370 0.51363 0.46769 + 137 0.79926E-001-0.32402E-001-0.43370 0.51363 0.46769 + 137 0.79926E-001-0.32402E-001-0.43370 0.51363 0.46769 + 137 0.79926E-001-0.32402E-001-0.43370 0.51363 0.46769 + 137 0.79926E-001-0.32402E-001-0.43370 0.51363 0.46769 + + ELEMENT= 198 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.53892E-001-0.63005E-002-0.43802 0.49191 0.46474 + 137 0.53892E-001-0.63005E-002-0.43802 0.49191 0.46474 + 298 0.53892E-001-0.63005E-002-0.43802 0.49191 0.46474 + 298 0.53892E-001-0.63005E-002-0.43802 0.49191 0.46474 + 252 0.53892E-001-0.63005E-002-0.43802 0.49191 0.46474 + 252 0.53892E-001-0.63005E-002-0.43802 0.49191 0.46474 + 252 0.53892E-001-0.63005E-002-0.43802 0.49191 0.46474 + 252 0.53892E-001-0.63005E-002-0.43802 0.49191 0.46474 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 199 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 0.15367E-001-0.26980E-001-0.66708 0.68245 0.66229 + 30 0.15367E-001-0.26980E-001-0.66708 0.68245 0.66229 + 299 0.15367E-001-0.26980E-001-0.66708 0.68245 0.66229 + 299 0.15367E-001-0.26980E-001-0.66708 0.68245 0.66229 + 140 0.15367E-001-0.26980E-001-0.66708 0.68245 0.66229 + 140 0.15367E-001-0.26980E-001-0.66708 0.68245 0.66229 + 140 0.15367E-001-0.26980E-001-0.66708 0.68245 0.66229 + 140 0.15367E-001-0.26980E-001-0.66708 0.68245 0.66229 + + ELEMENT= 200 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 2.0656 0.42123 0.35316 1.7124 1.6794 + 123 2.0656 0.42123 0.35316 1.7124 1.6794 + 237 2.0656 0.42123 0.35316 1.7124 1.6794 + 237 2.0656 0.42123 0.35316 1.7124 1.6794 + 47 2.0656 0.42123 0.35316 1.7124 1.6794 + 47 2.0656 0.42123 0.35316 1.7124 1.6794 + 47 2.0656 0.42123 0.35316 1.7124 1.6794 + 47 2.0656 0.42123 0.35316 1.7124 1.6794 + + ELEMENT= 201 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.7031 0.20536 -0.20772E-001 1.7239 1.6227 + 236 1.7031 0.20536 -0.20772E-001 1.7239 1.6227 + 237 1.7031 0.20536 -0.20772E-001 1.7239 1.6227 + 237 1.7031 0.20536 -0.20772E-001 1.7239 1.6227 + 235 1.7031 0.20536 -0.20772E-001 1.7239 1.6227 + 235 1.7031 0.20536 -0.20772E-001 1.7239 1.6227 + 235 1.7031 0.20536 -0.20772E-001 1.7239 1.6227 + 235 1.7031 0.20536 -0.20772E-001 1.7239 1.6227 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 202 SOLID185 + NODE S1 S2 S3 SINT SEQV + 215 0.44618 -0.11946E-001-0.44062 0.88680 0.76813 + 235 0.44618 -0.11946E-001-0.44062 0.88680 0.76813 + 127 0.44618 -0.11946E-001-0.44062 0.88680 0.76813 + 127 0.44618 -0.11946E-001-0.44062 0.88680 0.76813 + 236 0.44618 -0.11946E-001-0.44062 0.88680 0.76813 + 236 0.44618 -0.11946E-001-0.44062 0.88680 0.76813 + 236 0.44618 -0.11946E-001-0.44062 0.88680 0.76813 + 236 0.44618 -0.11946E-001-0.44062 0.88680 0.76813 + + ELEMENT= 203 SOLID185 + NODE S1 S2 S3 SINT SEQV + 121 1.4996 0.27538 -0.98189E-001 1.5977 1.4476 + 235 1.4996 0.27538 -0.98189E-001 1.5977 1.4476 + 124 1.4996 0.27538 -0.98189E-001 1.5977 1.4476 + 124 1.4996 0.27538 -0.98189E-001 1.5977 1.4476 + 234 1.4996 0.27538 -0.98189E-001 1.5977 1.4476 + 234 1.4996 0.27538 -0.98189E-001 1.5977 1.4476 + 234 1.4996 0.27538 -0.98189E-001 1.5977 1.4476 + 234 1.4996 0.27538 -0.98189E-001 1.5977 1.4476 + + ELEMENT= 204 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.6543 0.26784 -0.13193 1.7862 1.6236 + 215 1.6543 0.26784 -0.13193 1.7862 1.6236 + 212 1.6543 0.26784 -0.13193 1.7862 1.6236 + 212 1.6543 0.26784 -0.13193 1.7862 1.6236 + 219 1.6543 0.26784 -0.13193 1.7862 1.6236 + 219 1.6543 0.26784 -0.13193 1.7862 1.6236 + 219 1.6543 0.26784 -0.13193 1.7862 1.6236 + 219 1.6543 0.26784 -0.13193 1.7862 1.6236 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 205 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.6746 0.76918E-001-0.16551E-001 1.6912 1.6465 + 233 1.6746 0.76918E-001-0.16551E-001 1.6912 1.6465 + 236 1.6746 0.76918E-001-0.16551E-001 1.6912 1.6465 + 236 1.6746 0.76918E-001-0.16551E-001 1.6912 1.6465 + 219 1.6746 0.76918E-001-0.16551E-001 1.6912 1.6465 + 219 1.6746 0.76918E-001-0.16551E-001 1.6912 1.6465 + 219 1.6746 0.76918E-001-0.16551E-001 1.6912 1.6465 + 219 1.6746 0.76918E-001-0.16551E-001 1.6912 1.6465 + + ELEMENT= 206 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 2.1839 0.55161 0.30045 1.8835 1.7713 + 234 2.1839 0.55161 0.30045 1.8835 1.7713 + 319 2.1839 0.55161 0.30045 1.8835 1.7713 + 319 2.1839 0.55161 0.30045 1.8835 1.7713 + 124 2.1839 0.55161 0.30045 1.8835 1.7713 + 124 2.1839 0.55161 0.30045 1.8835 1.7713 + 124 2.1839 0.55161 0.30045 1.8835 1.7713 + 124 2.1839 0.55161 0.30045 1.8835 1.7713 + + ELEMENT= 207 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 1.5438 0.26820 0.23053E-001 1.5207 1.4142 + 193 1.5438 0.26820 0.23053E-001 1.5207 1.4142 + 192 1.5438 0.26820 0.23053E-001 1.5207 1.4142 + 192 1.5438 0.26820 0.23053E-001 1.5207 1.4142 + 189 1.5438 0.26820 0.23053E-001 1.5207 1.4142 + 189 1.5438 0.26820 0.23053E-001 1.5207 1.4142 + 189 1.5438 0.26820 0.23053E-001 1.5207 1.4142 + 189 1.5438 0.26820 0.23053E-001 1.5207 1.4142 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 208 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.95577 0.86762E-001-0.50460E-001 1.0062 0.94512 + 259 0.95577 0.86762E-001-0.50460E-001 1.0062 0.94512 + 214 0.95577 0.86762E-001-0.50460E-001 1.0062 0.94512 + 214 0.95577 0.86762E-001-0.50460E-001 1.0062 0.94512 + 213 0.95577 0.86762E-001-0.50460E-001 1.0062 0.94512 + 213 0.95577 0.86762E-001-0.50460E-001 1.0062 0.94512 + 213 0.95577 0.86762E-001-0.50460E-001 1.0062 0.94512 + 213 0.95577 0.86762E-001-0.50460E-001 1.0062 0.94512 + + ELEMENT= 209 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.58833 0.12091 -0.37113 0.95947 0.83101 + 200 0.58833 0.12091 -0.37113 0.95947 0.83101 + 202 0.58833 0.12091 -0.37113 0.95947 0.83101 + 202 0.58833 0.12091 -0.37113 0.95947 0.83101 + 201 0.58833 0.12091 -0.37113 0.95947 0.83101 + 201 0.58833 0.12091 -0.37113 0.95947 0.83101 + 201 0.58833 0.12091 -0.37113 0.95947 0.83101 + 201 0.58833 0.12091 -0.37113 0.95947 0.83101 + + ELEMENT= 210 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 -0.22186E-001-0.67625E-001 -1.5835 1.5613 1.5391 + 317 -0.22186E-001-0.67625E-001 -1.5835 1.5613 1.5391 + 207 -0.22186E-001-0.67625E-001 -1.5835 1.5613 1.5391 + 207 -0.22186E-001-0.67625E-001 -1.5835 1.5613 1.5391 + 302 -0.22186E-001-0.67625E-001 -1.5835 1.5613 1.5391 + 302 -0.22186E-001-0.67625E-001 -1.5835 1.5613 1.5391 + 302 -0.22186E-001-0.67625E-001 -1.5835 1.5613 1.5391 + 302 -0.22186E-001-0.67625E-001 -1.5835 1.5613 1.5391 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 211 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 -0.85348E-001-0.11827 -1.6402 1.5548 1.5387 + 150 -0.85348E-001-0.11827 -1.6402 1.5548 1.5387 + 207 -0.85348E-001-0.11827 -1.6402 1.5548 1.5387 + 207 -0.85348E-001-0.11827 -1.6402 1.5548 1.5387 + 302 -0.85348E-001-0.11827 -1.6402 1.5548 1.5387 + 302 -0.85348E-001-0.11827 -1.6402 1.5548 1.5387 + 302 -0.85348E-001-0.11827 -1.6402 1.5548 1.5387 + 302 -0.85348E-001-0.11827 -1.6402 1.5548 1.5387 + + ELEMENT= 212 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 0.24806E-001-0.21443 -1.3997 1.4245 1.3213 + 60 0.24806E-001-0.21443 -1.3997 1.4245 1.3213 + 318 0.24806E-001-0.21443 -1.3997 1.4245 1.3213 + 318 0.24806E-001-0.21443 -1.3997 1.4245 1.3213 + 147 0.24806E-001-0.21443 -1.3997 1.4245 1.3213 + 147 0.24806E-001-0.21443 -1.3997 1.4245 1.3213 + 147 0.24806E-001-0.21443 -1.3997 1.4245 1.3213 + 147 0.24806E-001-0.21443 -1.3997 1.4245 1.3213 + + ELEMENT= 213 SOLID185 + NODE S1 S2 S3 SINT SEQV + 320 1.3718 0.80168E-001 0.68987E-002 1.3649 1.3298 + 266 1.3718 0.80168E-001 0.68987E-002 1.3649 1.3298 + 110 1.3718 0.80168E-001 0.68987E-002 1.3649 1.3298 + 110 1.3718 0.80168E-001 0.68987E-002 1.3649 1.3298 + 197 1.3718 0.80168E-001 0.68987E-002 1.3649 1.3298 + 197 1.3718 0.80168E-001 0.68987E-002 1.3649 1.3298 + 197 1.3718 0.80168E-001 0.68987E-002 1.3649 1.3298 + 197 1.3718 0.80168E-001 0.68987E-002 1.3649 1.3298 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 214 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.79055 0.13617 -0.37552 1.1661 1.0124 + 190 0.79055 0.13617 -0.37552 1.1661 1.0124 + 194 0.79055 0.13617 -0.37552 1.1661 1.0124 + 194 0.79055 0.13617 -0.37552 1.1661 1.0124 + 193 0.79055 0.13617 -0.37552 1.1661 1.0124 + 193 0.79055 0.13617 -0.37552 1.1661 1.0124 + 193 0.79055 0.13617 -0.37552 1.1661 1.0124 + 193 0.79055 0.13617 -0.37552 1.1661 1.0124 + + ELEMENT= 215 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 0.11035 -0.12095 -1.6199 1.7303 1.6270 + 59 0.11035 -0.12095 -1.6199 1.7303 1.6270 + 302 0.11035 -0.12095 -1.6199 1.7303 1.6270 + 302 0.11035 -0.12095 -1.6199 1.7303 1.6270 + 188 0.11035 -0.12095 -1.6199 1.7303 1.6270 + 188 0.11035 -0.12095 -1.6199 1.7303 1.6270 + 188 0.11035 -0.12095 -1.6199 1.7303 1.6270 + 188 0.11035 -0.12095 -1.6199 1.7303 1.6270 + + ELEMENT= 216 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 -0.15113 -0.35115 -2.2603 2.1092 2.0166 + 185 -0.15113 -0.35115 -2.2603 2.1092 2.0166 + 60 -0.15113 -0.35115 -2.2603 2.1092 2.0166 + 60 -0.15113 -0.35115 -2.2603 2.1092 2.0166 + 59 -0.15113 -0.35115 -2.2603 2.1092 2.0166 + 59 -0.15113 -0.35115 -2.2603 2.1092 2.0166 + 59 -0.15113 -0.35115 -2.2603 2.1092 2.0166 + 59 -0.15113 -0.35115 -2.2603 2.1092 2.0166 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 217 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 0.24923E-001-0.11521 -0.92148 0.94640 0.88469 + 299 0.24923E-001-0.11521 -0.92148 0.94640 0.88469 + 29 0.24923E-001-0.11521 -0.92148 0.94640 0.88469 + 29 0.24923E-001-0.11521 -0.92148 0.94640 0.88469 + 143 0.24923E-001-0.11521 -0.92148 0.94640 0.88469 + 143 0.24923E-001-0.11521 -0.92148 0.94640 0.88469 + 143 0.24923E-001-0.11521 -0.92148 0.94640 0.88469 + 143 0.24923E-001-0.11521 -0.92148 0.94640 0.88469 + + ELEMENT= 218 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.10432 0.16502E-001 -1.0351 1.1394 1.0981 + 202 0.10432 0.16502E-001 -1.0351 1.1394 1.0981 + 242 0.10432 0.16502E-001 -1.0351 1.1394 1.0981 + 242 0.10432 0.16502E-001 -1.0351 1.1394 1.0981 + 289 0.10432 0.16502E-001 -1.0351 1.1394 1.0981 + 289 0.10432 0.16502E-001 -1.0351 1.1394 1.0981 + 289 0.10432 0.16502E-001 -1.0351 1.1394 1.0981 + 289 0.10432 0.16502E-001 -1.0351 1.1394 1.0981 + + ELEMENT= 219 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.10132 -0.28241E-001-0.99281 1.0941 1.0354 + 289 0.10132 -0.28241E-001-0.99281 1.0941 1.0354 + 145 0.10132 -0.28241E-001-0.99281 1.0941 1.0354 + 145 0.10132 -0.28241E-001-0.99281 1.0941 1.0354 + 146 0.10132 -0.28241E-001-0.99281 1.0941 1.0354 + 146 0.10132 -0.28241E-001-0.99281 1.0941 1.0354 + 146 0.10132 -0.28241E-001-0.99281 1.0941 1.0354 + 146 0.10132 -0.28241E-001-0.99281 1.0941 1.0354 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 220 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.19819 0.79034E-001-0.93921 1.1374 1.0827 + 241 0.19819 0.79034E-001-0.93921 1.1374 1.0827 + 299 0.19819 0.79034E-001-0.93921 1.1374 1.0827 + 299 0.19819 0.79034E-001-0.93921 1.1374 1.0827 + 78 0.19819 0.79034E-001-0.93921 1.1374 1.0827 + 78 0.19819 0.79034E-001-0.93921 1.1374 1.0827 + 78 0.19819 0.79034E-001-0.93921 1.1374 1.0827 + 78 0.19819 0.79034E-001-0.93921 1.1374 1.0827 + + ELEMENT= 221 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.97079E-001-0.46963E-001-0.50292 0.60000 0.54252 + 241 0.97079E-001-0.46963E-001-0.50292 0.60000 0.54252 + 238 0.97079E-001-0.46963E-001-0.50292 0.60000 0.54252 + 238 0.97079E-001-0.46963E-001-0.50292 0.60000 0.54252 + 81 0.97079E-001-0.46963E-001-0.50292 0.60000 0.54252 + 81 0.97079E-001-0.46963E-001-0.50292 0.60000 0.54252 + 81 0.97079E-001-0.46963E-001-0.50292 0.60000 0.54252 + 81 0.97079E-001-0.46963E-001-0.50292 0.60000 0.54252 + + ELEMENT= 222 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.19106 -0.82238E-001 -1.2792 1.4703 1.3545 + 241 0.19106 -0.82238E-001 -1.2792 1.4703 1.3545 + 81 0.19106 -0.82238E-001 -1.2792 1.4703 1.3545 + 81 0.19106 -0.82238E-001 -1.2792 1.4703 1.3545 + 292 0.19106 -0.82238E-001 -1.2792 1.4703 1.3545 + 292 0.19106 -0.82238E-001 -1.2792 1.4703 1.3545 + 292 0.19106 -0.82238E-001 -1.2792 1.4703 1.3545 + 292 0.19106 -0.82238E-001 -1.2792 1.4703 1.3545 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 223 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 0.86521E-001-0.82500E-001 -1.0679 1.1544 1.0798 + 292 0.86521E-001-0.82500E-001 -1.0679 1.1544 1.0798 + 146 0.86521E-001-0.82500E-001 -1.0679 1.1544 1.0798 + 146 0.86521E-001-0.82500E-001 -1.0679 1.1544 1.0798 + 28 0.86521E-001-0.82500E-001 -1.0679 1.1544 1.0798 + 28 0.86521E-001-0.82500E-001 -1.0679 1.1544 1.0798 + 28 0.86521E-001-0.82500E-001 -1.0679 1.1544 1.0798 + 28 0.86521E-001-0.82500E-001 -1.0679 1.1544 1.0798 + + ELEMENT= 224 SOLID185 + NODE S1 S2 S3 SINT SEQV + 207 0.67896E-001 0.97296E-002 -1.5826 1.6505 1.6222 + 206 0.67896E-001 0.97296E-002 -1.5826 1.6505 1.6222 + 151 0.67896E-001 0.97296E-002 -1.5826 1.6505 1.6222 + 151 0.67896E-001 0.97296E-002 -1.5826 1.6505 1.6222 + 150 0.67896E-001 0.97296E-002 -1.5826 1.6505 1.6222 + 150 0.67896E-001 0.97296E-002 -1.5826 1.6505 1.6222 + 150 0.67896E-001 0.97296E-002 -1.5826 1.6505 1.6222 + 150 0.67896E-001 0.97296E-002 -1.5826 1.6505 1.6222 + + ELEMENT= 225 SOLID185 + NODE S1 S2 S3 SINT SEQV + 207 -0.83381E-001-0.13991 -1.7933 1.7099 1.6824 + 153 -0.83381E-001-0.13991 -1.7933 1.7099 1.6824 + 261 -0.83381E-001-0.13991 -1.7933 1.7099 1.6824 + 261 -0.83381E-001-0.13991 -1.7933 1.7099 1.6824 + 302 -0.83381E-001-0.13991 -1.7933 1.7099 1.6824 + 302 -0.83381E-001-0.13991 -1.7933 1.7099 1.6824 + 302 -0.83381E-001-0.13991 -1.7933 1.7099 1.6824 + 302 -0.83381E-001-0.13991 -1.7933 1.7099 1.6824 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 226 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.79262E-002-0.23335 -1.9080 1.9000 1.7980 + 207 -0.79262E-002-0.23335 -1.9080 1.9000 1.7980 + 218 -0.79262E-002-0.23335 -1.9080 1.9000 1.7980 + 218 -0.79262E-002-0.23335 -1.9080 1.9000 1.7980 + 216 -0.79262E-002-0.23335 -1.9080 1.9000 1.7980 + 216 -0.79262E-002-0.23335 -1.9080 1.9000 1.7980 + 216 -0.79262E-002-0.23335 -1.9080 1.9000 1.7980 + 216 -0.79262E-002-0.23335 -1.9080 1.9000 1.7980 + + ELEMENT= 227 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 -0.25511E-001-0.27740 -1.6602 1.6346 1.5244 + 206 -0.25511E-001-0.27740 -1.6602 1.6346 1.5244 + 207 -0.25511E-001-0.27740 -1.6602 1.6346 1.5244 + 207 -0.25511E-001-0.27740 -1.6602 1.6346 1.5244 + 150 -0.25511E-001-0.27740 -1.6602 1.6346 1.5244 + 150 -0.25511E-001-0.27740 -1.6602 1.6346 1.5244 + 150 -0.25511E-001-0.27740 -1.6602 1.6346 1.5244 + 150 -0.25511E-001-0.27740 -1.6602 1.6346 1.5244 + + ELEMENT= 228 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.1232 0.49917E-001-0.12591 1.2491 1.1711 + 16 1.1232 0.49917E-001-0.12591 1.2491 1.1711 + 321 1.1232 0.49917E-001-0.12591 1.2491 1.1711 + 321 1.1232 0.49917E-001-0.12591 1.2491 1.1711 + 83 1.1232 0.49917E-001-0.12591 1.2491 1.1711 + 83 1.1232 0.49917E-001-0.12591 1.2491 1.1711 + 83 1.1232 0.49917E-001-0.12591 1.2491 1.1711 + 83 1.1232 0.49917E-001-0.12591 1.2491 1.1711 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 229 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.48625 -0.56480E-001-0.12455 0.61080 0.57977 + 239 0.48625 -0.56480E-001-0.12455 0.61080 0.57977 + 240 0.48625 -0.56480E-001-0.12455 0.61080 0.57977 + 240 0.48625 -0.56480E-001-0.12455 0.61080 0.57977 + 222 0.48625 -0.56480E-001-0.12455 0.61080 0.57977 + 222 0.48625 -0.56480E-001-0.12455 0.61080 0.57977 + 222 0.48625 -0.56480E-001-0.12455 0.61080 0.57977 + 222 0.48625 -0.56480E-001-0.12455 0.61080 0.57977 + + ELEMENT= 230 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.5511 0.14356 -0.35651E-001 1.5868 1.5052 + 105 1.5511 0.14356 -0.35651E-001 1.5868 1.5052 + 222 1.5511 0.14356 -0.35651E-001 1.5868 1.5052 + 222 1.5511 0.14356 -0.35651E-001 1.5868 1.5052 + 108 1.5511 0.14356 -0.35651E-001 1.5868 1.5052 + 108 1.5511 0.14356 -0.35651E-001 1.5868 1.5052 + 108 1.5511 0.14356 -0.35651E-001 1.5868 1.5052 + 108 1.5511 0.14356 -0.35651E-001 1.5868 1.5052 + + ELEMENT= 231 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.89130 0.79416E-001-0.29855E-001 0.92115 0.87167 + 15 0.89130 0.79416E-001-0.29855E-001 0.92115 0.87167 + 322 0.89130 0.79416E-001-0.29855E-001 0.92115 0.87167 + 322 0.89130 0.79416E-001-0.29855E-001 0.92115 0.87167 + 105 0.89130 0.79416E-001-0.29855E-001 0.92115 0.87167 + 105 0.89130 0.79416E-001-0.29855E-001 0.92115 0.87167 + 105 0.89130 0.79416E-001-0.29855E-001 0.92115 0.87167 + 105 0.89130 0.79416E-001-0.29855E-001 0.92115 0.87167 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 232 SOLID185 + NODE S1 S2 S3 SINT SEQV + 292 0.96488E-001-0.94385E-001 -1.3523 1.4488 1.3634 + 27 0.96488E-001-0.94385E-001 -1.3523 1.4488 1.3634 + 244 0.96488E-001-0.94385E-001 -1.3523 1.4488 1.3634 + 244 0.96488E-001-0.94385E-001 -1.3523 1.4488 1.3634 + 149 0.96488E-001-0.94385E-001 -1.3523 1.4488 1.3634 + 149 0.96488E-001-0.94385E-001 -1.3523 1.4488 1.3634 + 149 0.96488E-001-0.94385E-001 -1.3523 1.4488 1.3634 + 149 0.96488E-001-0.94385E-001 -1.3523 1.4488 1.3634 + + ELEMENT= 233 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.23640 0.20056E-001 -1.0437 1.2800 1.1868 + 84 0.23640 0.20056E-001 -1.0437 1.2800 1.1868 + 292 0.23640 0.20056E-001 -1.0437 1.2800 1.1868 + 292 0.23640 0.20056E-001 -1.0437 1.2800 1.1868 + 81 0.23640 0.20056E-001 -1.0437 1.2800 1.1868 + 81 0.23640 0.20056E-001 -1.0437 1.2800 1.1868 + 81 0.23640 0.20056E-001 -1.0437 1.2800 1.1868 + 81 0.23640 0.20056E-001 -1.0437 1.2800 1.1868 + + ELEMENT= 234 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.24951 -0.37730E-001 -1.2403 1.4898 1.3690 + 241 0.24951 -0.37730E-001 -1.2403 1.4898 1.3690 + 292 0.24951 -0.37730E-001 -1.2403 1.4898 1.3690 + 292 0.24951 -0.37730E-001 -1.2403 1.4898 1.3690 + 289 0.24951 -0.37730E-001 -1.2403 1.4898 1.3690 + 289 0.24951 -0.37730E-001 -1.2403 1.4898 1.3690 + 289 0.24951 -0.37730E-001 -1.2403 1.4898 1.3690 + 289 0.24951 -0.37730E-001 -1.2403 1.4898 1.3690 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 235 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 1.0688 0.12693 -0.16928 1.2381 1.1197 + 197 1.0688 0.12693 -0.16928 1.2381 1.1197 + 198 1.0688 0.12693 -0.16928 1.2381 1.1197 + 198 1.0688 0.12693 -0.16928 1.2381 1.1197 + 265 1.0688 0.12693 -0.16928 1.2381 1.1197 + 265 1.0688 0.12693 -0.16928 1.2381 1.1197 + 265 1.0688 0.12693 -0.16928 1.2381 1.1197 + 265 1.0688 0.12693 -0.16928 1.2381 1.1197 + + ELEMENT= 236 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.12141 -0.87935E-002 -1.1296 1.2510 1.1913 + 244 0.12141 -0.87935E-002 -1.1296 1.2510 1.1913 + 84 0.12141 -0.87935E-002 -1.1296 1.2510 1.1913 + 84 0.12141 -0.87935E-002 -1.1296 1.2510 1.1913 + 87 0.12141 -0.87935E-002 -1.1296 1.2510 1.1913 + 87 0.12141 -0.87935E-002 -1.1296 1.2510 1.1913 + 87 0.12141 -0.87935E-002 -1.1296 1.2510 1.1913 + 87 0.12141 -0.87935E-002 -1.1296 1.2510 1.1913 + + ELEMENT= 237 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.36995 0.48273E-001-0.88693 1.2569 1.1309 + 203 0.36995 0.48273E-001-0.88693 1.2569 1.1309 + 243 0.36995 0.48273E-001-0.88693 1.2569 1.1309 + 243 0.36995 0.48273E-001-0.88693 1.2569 1.1309 + 244 0.36995 0.48273E-001-0.88693 1.2569 1.1309 + 244 0.36995 0.48273E-001-0.88693 1.2569 1.1309 + 244 0.36995 0.48273E-001-0.88693 1.2569 1.1309 + 244 0.36995 0.48273E-001-0.88693 1.2569 1.1309 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 238 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.22762 -0.16626 -0.90486 1.1325 0.99579 + 246 0.22762 -0.16626 -0.90486 1.1325 0.99579 + 211 0.22762 -0.16626 -0.90486 1.1325 0.99579 + 211 0.22762 -0.16626 -0.90486 1.1325 0.99579 + 221 0.22762 -0.16626 -0.90486 1.1325 0.99579 + 221 0.22762 -0.16626 -0.90486 1.1325 0.99579 + 221 0.22762 -0.16626 -0.90486 1.1325 0.99579 + 221 0.22762 -0.16626 -0.90486 1.1325 0.99579 + + ELEMENT= 239 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.51581 -0.26278E-001-0.96553E-001 0.61236 0.58042 + 201 0.51581 -0.26278E-001-0.96553E-001 0.61236 0.58042 + 265 0.51581 -0.26278E-001-0.96553E-001 0.61236 0.58042 + 265 0.51581 -0.26278E-001-0.96553E-001 0.61236 0.58042 + 222 0.51581 -0.26278E-001-0.96553E-001 0.61236 0.58042 + 222 0.51581 -0.26278E-001-0.96553E-001 0.61236 0.58042 + 222 0.51581 -0.26278E-001-0.96553E-001 0.61236 0.58042 + 222 0.51581 -0.26278E-001-0.96553E-001 0.61236 0.58042 + + ELEMENT= 240 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 -0.51308E-001-0.11673 -0.68975 0.63844 0.60838 + 262 -0.51308E-001-0.11673 -0.68975 0.63844 0.60838 + 287 -0.51308E-001-0.11673 -0.68975 0.63844 0.60838 + 287 -0.51308E-001-0.11673 -0.68975 0.63844 0.60838 + 218 -0.51308E-001-0.11673 -0.68975 0.63844 0.60838 + 218 -0.51308E-001-0.11673 -0.68975 0.63844 0.60838 + 218 -0.51308E-001-0.11673 -0.68975 0.63844 0.60838 + 218 -0.51308E-001-0.11673 -0.68975 0.63844 0.60838 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 241 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 0.20591E-001-0.74508E-001 -2.1598 2.1804 2.1345 + 284 0.20591E-001-0.74508E-001 -2.1598 2.1804 2.1345 + 57 0.20591E-001-0.74508E-001 -2.1598 2.1804 2.1345 + 57 0.20591E-001-0.74508E-001 -2.1598 2.1804 2.1345 + 156 0.20591E-001-0.74508E-001 -2.1598 2.1804 2.1345 + 156 0.20591E-001-0.74508E-001 -2.1598 2.1804 2.1345 + 156 0.20591E-001-0.74508E-001 -2.1598 2.1804 2.1345 + 156 0.20591E-001-0.74508E-001 -2.1598 2.1804 2.1345 + + ELEMENT= 242 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 -0.16088 -0.19609 -1.8368 1.6759 1.6586 + 302 -0.16088 -0.19609 -1.8368 1.6759 1.6586 + 217 -0.16088 -0.19609 -1.8368 1.6759 1.6586 + 217 -0.16088 -0.19609 -1.8368 1.6759 1.6586 + 207 -0.16088 -0.19609 -1.8368 1.6759 1.6586 + 207 -0.16088 -0.19609 -1.8368 1.6759 1.6586 + 207 -0.16088 -0.19609 -1.8368 1.6759 1.6586 + 207 -0.16088 -0.19609 -1.8368 1.6759 1.6586 + + ELEMENT= 243 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 0.15284 -0.22838E-001 -1.7085 1.8613 1.7800 + 302 0.15284 -0.22838E-001 -1.7085 1.8613 1.7800 + 58 0.15284 -0.22838E-001 -1.7085 1.8613 1.7800 + 58 0.15284 -0.22838E-001 -1.7085 1.8613 1.7800 + 191 0.15284 -0.22838E-001 -1.7085 1.8613 1.7800 + 191 0.15284 -0.22838E-001 -1.7085 1.8613 1.7800 + 191 0.15284 -0.22838E-001 -1.7085 1.8613 1.7800 + 191 0.15284 -0.22838E-001 -1.7085 1.8613 1.7800 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 244 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.17144 -0.35980 -2.8082 2.9796 2.7527 + 156 0.17144 -0.35980 -2.8082 2.9796 2.7527 + 261 0.17144 -0.35980 -2.8082 2.9796 2.7527 + 261 0.17144 -0.35980 -2.8082 2.9796 2.7527 + 153 0.17144 -0.35980 -2.8082 2.9796 2.7527 + 153 0.17144 -0.35980 -2.8082 2.9796 2.7527 + 153 0.17144 -0.35980 -2.8082 2.9796 2.7527 + 153 0.17144 -0.35980 -2.8082 2.9796 2.7527 + + ELEMENT= 245 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.16394 -0.23516E-001-0.21790 0.38183 0.33069 + 274 0.16394 -0.23516E-001-0.21790 0.38183 0.33069 + 313 0.16394 -0.23516E-001-0.21790 0.38183 0.33069 + 313 0.16394 -0.23516E-001-0.21790 0.38183 0.33069 + 166 0.16394 -0.23516E-001-0.21790 0.38183 0.33069 + 166 0.16394 -0.23516E-001-0.21790 0.38183 0.33069 + 166 0.16394 -0.23516E-001-0.21790 0.38183 0.33069 + 166 0.16394 -0.23516E-001-0.21790 0.38183 0.33069 + + ELEMENT= 246 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.29992 0.39082E-001-0.70951 1.0094 0.90758 + 313 0.29992 0.39082E-001-0.70951 1.0094 0.90758 + 11 0.29992 0.39082E-001-0.70951 1.0094 0.90758 + 11 0.29992 0.39082E-001-0.70951 1.0094 0.90758 + 71 0.29992 0.39082E-001-0.70951 1.0094 0.90758 + 71 0.29992 0.39082E-001-0.70951 1.0094 0.90758 + 71 0.29992 0.39082E-001-0.70951 1.0094 0.90758 + 71 0.29992 0.39082E-001-0.70951 1.0094 0.90758 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 247 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 0.45622 0.58269E-001-0.31388 0.77009 0.66705 + 313 0.45622 0.58269E-001-0.31388 0.77009 0.66705 + 10 0.45622 0.58269E-001-0.31388 0.77009 0.66705 + 10 0.45622 0.58269E-001-0.31388 0.77009 0.66705 + 166 0.45622 0.58269E-001-0.31388 0.77009 0.66705 + 166 0.45622 0.58269E-001-0.31388 0.77009 0.66705 + 166 0.45622 0.58269E-001-0.31388 0.77009 0.66705 + 166 0.45622 0.58269E-001-0.31388 0.77009 0.66705 + + ELEMENT= 248 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.36366 0.41941E-001-0.47527 0.83894 0.73309 + 70 0.36366 0.41941E-001-0.47527 0.83894 0.73309 + 313 0.36366 0.41941E-001-0.47527 0.83894 0.73309 + 313 0.36366 0.41941E-001-0.47527 0.83894 0.73309 + 71 0.36366 0.41941E-001-0.47527 0.83894 0.73309 + 71 0.36366 0.41941E-001-0.47527 0.83894 0.73309 + 71 0.36366 0.41941E-001-0.47527 0.83894 0.73309 + 71 0.36366 0.41941E-001-0.47527 0.83894 0.73309 + + ELEMENT= 249 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.42959 -0.44528E-001-0.31388 0.74347 0.65195 + 278 0.42959 -0.44528E-001-0.31388 0.74347 0.65195 + 254 0.42959 -0.44528E-001-0.31388 0.74347 0.65195 + 254 0.42959 -0.44528E-001-0.31388 0.74347 0.65195 + 306 0.42959 -0.44528E-001-0.31388 0.74347 0.65195 + 306 0.42959 -0.44528E-001-0.31388 0.74347 0.65195 + 306 0.42959 -0.44528E-001-0.31388 0.74347 0.65195 + 306 0.42959 -0.44528E-001-0.31388 0.74347 0.65195 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 250 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.38260 -0.52677E-003-0.21206 0.59466 0.52209 + 285 0.38260 -0.52677E-003-0.21206 0.59466 0.52209 + 254 0.38260 -0.52677E-003-0.21206 0.59466 0.52209 + 254 0.38260 -0.52677E-003-0.21206 0.59466 0.52209 + 306 0.38260 -0.52677E-003-0.21206 0.59466 0.52209 + 306 0.38260 -0.52677E-003-0.21206 0.59466 0.52209 + 306 0.38260 -0.52677E-003-0.21206 0.59466 0.52209 + 306 0.38260 -0.52677E-003-0.21206 0.59466 0.52209 + + ELEMENT= 251 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.46352 0.10780E-001-0.18820 0.65172 0.57849 + 226 0.46352 0.10780E-001-0.18820 0.65172 0.57849 + 290 0.46352 0.10780E-001-0.18820 0.65172 0.57849 + 290 0.46352 0.10780E-001-0.18820 0.65172 0.57849 + 307 0.46352 0.10780E-001-0.18820 0.65172 0.57849 + 307 0.46352 0.10780E-001-0.18820 0.65172 0.57849 + 307 0.46352 0.10780E-001-0.18820 0.65172 0.57849 + 307 0.46352 0.10780E-001-0.18820 0.65172 0.57849 + + ELEMENT= 252 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.51787 -0.78700E-001-0.21880 0.73667 0.67757 + 305 0.51787 -0.78700E-001-0.21880 0.73667 0.67757 + 174 0.51787 -0.78700E-001-0.21880 0.73667 0.67757 + 174 0.51787 -0.78700E-001-0.21880 0.73667 0.67757 + 226 0.51787 -0.78700E-001-0.21880 0.73667 0.67757 + 226 0.51787 -0.78700E-001-0.21880 0.73667 0.67757 + 226 0.51787 -0.78700E-001-0.21880 0.73667 0.67757 + 226 0.51787 -0.78700E-001-0.21880 0.73667 0.67757 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 253 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 2.4422 0.58373 0.55352 1.8887 1.8737 + 45 2.4422 0.58373 0.55352 1.8887 1.8737 + 323 2.4422 0.58373 0.55352 1.8887 1.8737 + 323 2.4422 0.58373 0.55352 1.8887 1.8737 + 125 2.4422 0.58373 0.55352 1.8887 1.8737 + 125 2.4422 0.58373 0.55352 1.8887 1.8737 + 125 2.4422 0.58373 0.55352 1.8887 1.8737 + 125 2.4422 0.58373 0.55352 1.8887 1.8737 + + ELEMENT= 254 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 1.4905 0.46178 0.30173 1.1888 1.1174 + 124 1.4905 0.46178 0.30173 1.1888 1.1174 + 319 1.4905 0.46178 0.30173 1.1888 1.1174 + 319 1.4905 0.46178 0.30173 1.1888 1.1174 + 125 1.4905 0.46178 0.30173 1.1888 1.1174 + 125 1.4905 0.46178 0.30173 1.1888 1.1174 + 125 1.4905 0.46178 0.30173 1.1888 1.1174 + 125 1.4905 0.46178 0.30173 1.1888 1.1174 + + ELEMENT= 255 SOLID185 + NODE S1 S2 S3 SINT SEQV + 234 1.1855 -0.62151E-001-0.87081 2.0563 1.7943 + 235 1.1855 -0.62151E-001-0.87081 2.0563 1.7943 + 124 1.1855 -0.62151E-001-0.87081 2.0563 1.7943 + 124 1.1855 -0.62151E-001-0.87081 2.0563 1.7943 + 264 1.1855 -0.62151E-001-0.87081 2.0563 1.7943 + 264 1.1855 -0.62151E-001-0.87081 2.0563 1.7943 + 264 1.1855 -0.62151E-001-0.87081 2.0563 1.7943 + 264 1.1855 -0.62151E-001-0.87081 2.0563 1.7943 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 256 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 1.5578 0.97572E-001-0.17594 1.7338 1.6145 + 116 1.5578 0.97572E-001-0.17594 1.7338 1.6145 + 213 1.5578 0.97572E-001-0.17594 1.7338 1.6145 + 213 1.5578 0.97572E-001-0.17594 1.7338 1.6145 + 259 1.5578 0.97572E-001-0.17594 1.7338 1.6145 + 259 1.5578 0.97572E-001-0.17594 1.7338 1.6145 + 259 1.5578 0.97572E-001-0.17594 1.7338 1.6145 + 259 1.5578 0.97572E-001-0.17594 1.7338 1.6145 + + ELEMENT= 257 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 1.8249 0.17994 -0.76302E-001 1.9012 1.7869 + 43 1.8249 0.17994 -0.76302E-001 1.9012 1.7869 + 269 1.8249 0.17994 -0.76302E-001 1.9012 1.7869 + 269 1.8249 0.17994 -0.76302E-001 1.9012 1.7869 + 119 1.8249 0.17994 -0.76302E-001 1.9012 1.7869 + 119 1.8249 0.17994 -0.76302E-001 1.9012 1.7869 + 119 1.8249 0.17994 -0.76302E-001 1.9012 1.7869 + 119 1.8249 0.17994 -0.76302E-001 1.9012 1.7869 + + ELEMENT= 258 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 2.5126 0.18681 -0.12262 2.6352 2.4949 + 213 2.5126 0.18681 -0.12262 2.6352 2.4949 + 116 2.5126 0.18681 -0.12262 2.6352 2.4949 + 116 2.5126 0.18681 -0.12262 2.6352 2.4949 + 119 2.5126 0.18681 -0.12262 2.6352 2.4949 + 119 2.5126 0.18681 -0.12262 2.6352 2.4949 + 119 2.5126 0.18681 -0.12262 2.6352 2.4949 + 119 2.5126 0.18681 -0.12262 2.6352 2.4949 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 259 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 0.12352 -0.30152E-001-0.67206 0.79558 0.73096 + 281 0.12352 -0.30152E-001-0.67206 0.79558 0.73096 + 271 0.12352 -0.30152E-001-0.67206 0.79558 0.73096 + 271 0.12352 -0.30152E-001-0.67206 0.79558 0.73096 + 252 0.12352 -0.30152E-001-0.67206 0.79558 0.73096 + 252 0.12352 -0.30152E-001-0.67206 0.79558 0.73096 + 252 0.12352 -0.30152E-001-0.67206 0.79558 0.73096 + 252 0.12352 -0.30152E-001-0.67206 0.79558 0.73096 + + ELEMENT= 260 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 0.34723E-003-0.12007 -1.2163 1.2166 1.1611 + 140 0.34723E-003-0.12007 -1.2163 1.2166 1.1611 + 30 0.34723E-003-0.12007 -1.2163 1.2166 1.1611 + 30 0.34723E-003-0.12007 -1.2163 1.2166 1.1611 + 29 0.34723E-003-0.12007 -1.2163 1.2166 1.1611 + 29 0.34723E-003-0.12007 -1.2163 1.2166 1.1611 + 29 0.34723E-003-0.12007 -1.2163 1.2166 1.1611 + 29 0.34723E-003-0.12007 -1.2163 1.2166 1.1611 + + ELEMENT= 261 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 0.10750 -0.48012E-002-0.88698 0.99448 0.94336 + 29 0.10750 -0.48012E-002-0.88698 0.99448 0.94336 + 299 0.10750 -0.48012E-002-0.88698 0.99448 0.94336 + 299 0.10750 -0.48012E-002-0.88698 0.99448 0.94336 + 78 0.10750 -0.48012E-002-0.88698 0.99448 0.94336 + 78 0.10750 -0.48012E-002-0.88698 0.99448 0.94336 + 78 0.10750 -0.48012E-002-0.88698 0.99448 0.94336 + 78 0.10750 -0.48012E-002-0.88698 0.99448 0.94336 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 262 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 0.72184E-001 0.17488E-001 -1.4565 1.5287 1.5021 + 28 0.72184E-001 0.17488E-001 -1.4565 1.5287 1.5021 + 146 0.72184E-001 0.17488E-001 -1.4565 1.5287 1.5021 + 146 0.72184E-001 0.17488E-001 -1.4565 1.5287 1.5021 + 143 0.72184E-001 0.17488E-001 -1.4565 1.5287 1.5021 + 143 0.72184E-001 0.17488E-001 -1.4565 1.5287 1.5021 + 143 0.72184E-001 0.17488E-001 -1.4565 1.5287 1.5021 + 143 0.72184E-001 0.17488E-001 -1.4565 1.5287 1.5021 + + ELEMENT= 263 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 -0.64772E-002-0.11324 -1.5352 1.5287 1.4782 + 143 -0.64772E-002-0.11324 -1.5352 1.5287 1.4782 + 29 -0.64772E-002-0.11324 -1.5352 1.5287 1.4782 + 29 -0.64772E-002-0.11324 -1.5352 1.5287 1.4782 + 28 -0.64772E-002-0.11324 -1.5352 1.5287 1.4782 + 28 -0.64772E-002-0.11324 -1.5352 1.5287 1.4782 + 28 -0.64772E-002-0.11324 -1.5352 1.5287 1.4782 + 28 -0.64772E-002-0.11324 -1.5352 1.5287 1.4782 + + ELEMENT= 264 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.12068 0.79478E-001-0.70985 0.83053 0.81072 + 142 0.12068 0.79478E-001-0.70985 0.83053 0.81072 + 281 0.12068 0.79478E-001-0.70985 0.83053 0.81072 + 281 0.12068 0.79478E-001-0.70985 0.83053 0.81072 + 143 0.12068 0.79478E-001-0.70985 0.83053 0.81072 + 143 0.12068 0.79478E-001-0.70985 0.83053 0.81072 + 143 0.12068 0.79478E-001-0.70985 0.83053 0.81072 + 143 0.12068 0.79478E-001-0.70985 0.83053 0.81072 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 265 SOLID185 + NODE S1 S2 S3 SINT SEQV + 75 0.22967 -0.18981E-001-0.38636 0.61603 0.53679 + 238 0.22967 -0.18981E-001-0.38636 0.61603 0.53679 + 272 0.22967 -0.18981E-001-0.38636 0.61603 0.53679 + 272 0.22967 -0.18981E-001-0.38636 0.61603 0.53679 + 299 0.22967 -0.18981E-001-0.38636 0.61603 0.53679 + 299 0.22967 -0.18981E-001-0.38636 0.61603 0.53679 + 299 0.22967 -0.18981E-001-0.38636 0.61603 0.53679 + 299 0.22967 -0.18981E-001-0.38636 0.61603 0.53679 + + ELEMENT= 266 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 1.3941 0.20955 0.12234 1.2717 1.2304 + 125 1.3941 0.20955 0.12234 1.2717 1.2304 + 323 1.3941 0.20955 0.12234 1.2717 1.2304 + 323 1.3941 0.20955 0.12234 1.2717 1.2304 + 325 1.3941 0.20955 0.12234 1.2717 1.2304 + 325 1.3941 0.20955 0.12234 1.2717 1.2304 + 325 1.3941 0.20955 0.12234 1.2717 1.2304 + 325 1.3941 0.20955 0.12234 1.2717 1.2304 + + ELEMENT= 267 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 2.2267 0.46289 0.31810 1.9086 1.8404 + 264 2.2267 0.46289 0.31810 1.9086 1.8404 + 323 2.2267 0.46289 0.31810 1.9086 1.8404 + 323 2.2267 0.46289 0.31810 1.9086 1.8404 + 234 2.2267 0.46289 0.31810 1.9086 1.8404 + 234 2.2267 0.46289 0.31810 1.9086 1.8404 + 234 2.2267 0.46289 0.31810 1.9086 1.8404 + 234 2.2267 0.46289 0.31810 1.9086 1.8404 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 268 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 1.6617 0.46363 0.22713 1.4345 1.3321 + 48 1.6617 0.46363 0.22713 1.4345 1.3321 + 325 1.6617 0.46363 0.22713 1.4345 1.3321 + 325 1.6617 0.46363 0.22713 1.4345 1.3321 + 125 1.6617 0.46363 0.22713 1.4345 1.3321 + 125 1.6617 0.46363 0.22713 1.4345 1.3321 + 125 1.6617 0.46363 0.22713 1.4345 1.3321 + 125 1.6617 0.46363 0.22713 1.4345 1.3321 + + ELEMENT= 269 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 2.5320 0.79241 0.63764 1.8944 1.8219 + 45 2.5320 0.79241 0.63764 1.8944 1.8219 + 48 2.5320 0.79241 0.63764 1.8944 1.8219 + 48 2.5320 0.79241 0.63764 1.8944 1.8219 + 125 2.5320 0.79241 0.63764 1.8944 1.8219 + 125 2.5320 0.79241 0.63764 1.8944 1.8219 + 125 2.5320 0.79241 0.63764 1.8944 1.8219 + 125 2.5320 0.79241 0.63764 1.8944 1.8219 + + ELEMENT= 270 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 2.0990 0.27003 0.14655E-001 2.0844 1.9692 + 269 2.0990 0.27003 0.14655E-001 2.0844 1.9692 + 44 2.0990 0.27003 0.14655E-001 2.0844 1.9692 + 44 2.0990 0.27003 0.14655E-001 2.0844 1.9692 + 122 2.0990 0.27003 0.14655E-001 2.0844 1.9692 + 122 2.0990 0.27003 0.14655E-001 2.0844 1.9692 + 122 2.0990 0.27003 0.14655E-001 2.0844 1.9692 + 122 2.0990 0.27003 0.14655E-001 2.0844 1.9692 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 271 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 2.5320 0.79241 0.63764 1.8944 1.8219 + 48 2.5320 0.79241 0.63764 1.8944 1.8219 + 45 2.5320 0.79241 0.63764 1.8944 1.8219 + 45 2.5320 0.79241 0.63764 1.8944 1.8219 + 6 2.5320 0.79241 0.63764 1.8944 1.8219 + 6 2.5320 0.79241 0.63764 1.8944 1.8219 + 6 2.5320 0.79241 0.63764 1.8944 1.8219 + 6 2.5320 0.79241 0.63764 1.8944 1.8219 + + ELEMENT= 272 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 3.7653 1.0398 0.68590 3.0794 2.9186 + 44 3.7653 1.0398 0.68590 3.0794 2.9186 + 48 3.7653 1.0398 0.68590 3.0794 2.9186 + 48 3.7653 1.0398 0.68590 3.0794 2.9186 + 6 3.7653 1.0398 0.68590 3.0794 2.9186 + 6 3.7653 1.0398 0.68590 3.0794 2.9186 + 6 3.7653 1.0398 0.68590 3.0794 2.9186 + 6 3.7653 1.0398 0.68590 3.0794 2.9186 + + ELEMENT= 273 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.57659 0.12424 -0.20958 0.78616 0.68341 + 56 0.57659 0.12424 -0.20958 0.78616 0.68341 + 309 0.57659 0.12424 -0.20958 0.78616 0.68341 + 309 0.57659 0.12424 -0.20958 0.78616 0.68341 + 165 0.57659 0.12424 -0.20958 0.78616 0.68341 + 165 0.57659 0.12424 -0.20958 0.78616 0.68341 + 165 0.57659 0.12424 -0.20958 0.78616 0.68341 + 165 0.57659 0.12424 -0.20958 0.78616 0.68341 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 274 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.74883 -0.33913 -1.9167 2.6656 2.3214 + 56 0.74883 -0.33913 -1.9167 2.6656 2.3214 + 1 0.74883 -0.33913 -1.9167 2.6656 2.3214 + 1 0.74883 -0.33913 -1.9167 2.6656 2.3214 + 32 0.74883 -0.33913 -1.9167 2.6656 2.3214 + 32 0.74883 -0.33913 -1.9167 2.6656 2.3214 + 32 0.74883 -0.33913 -1.9167 2.6656 2.3214 + 32 0.74883 -0.33913 -1.9167 2.6656 2.3214 + + ELEMENT= 275 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.59845 -0.44749E-002-0.50795 1.1064 0.95946 + 296 0.59845 -0.44749E-002-0.50795 1.1064 0.95946 + 9 0.59845 -0.44749E-002-0.50795 1.1064 0.95946 + 9 0.59845 -0.44749E-002-0.50795 1.1064 0.95946 + 165 0.59845 -0.44749E-002-0.50795 1.1064 0.95946 + 165 0.59845 -0.44749E-002-0.50795 1.1064 0.95946 + 165 0.59845 -0.44749E-002-0.50795 1.1064 0.95946 + 165 0.59845 -0.44749E-002-0.50795 1.1064 0.95946 + + ELEMENT= 276 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 2.6242 0.11398 -0.76195E-001 2.7004 2.6105 + 56 2.6242 0.11398 -0.76195E-001 2.7004 2.6105 + 9 2.6242 0.11398 -0.76195E-001 2.7004 2.6105 + 9 2.6242 0.11398 -0.76195E-001 2.7004 2.6105 + 1 2.6242 0.11398 -0.76195E-001 2.7004 2.6105 + 1 2.6242 0.11398 -0.76195E-001 2.7004 2.6105 + 1 2.6242 0.11398 -0.76195E-001 2.7004 2.6105 + 1 2.6242 0.11398 -0.76195E-001 2.7004 2.6105 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 277 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.30821 -0.18642E-001-0.15259 0.46080 0.41055 + 276 0.30821 -0.18642E-001-0.15259 0.46080 0.41055 + 311 0.30821 -0.18642E-001-0.15259 0.46080 0.41055 + 311 0.30821 -0.18642E-001-0.15259 0.46080 0.41055 + 275 0.30821 -0.18642E-001-0.15259 0.46080 0.41055 + 275 0.30821 -0.18642E-001-0.15259 0.46080 0.41055 + 275 0.30821 -0.18642E-001-0.15259 0.46080 0.41055 + 275 0.30821 -0.18642E-001-0.15259 0.46080 0.41055 + + ELEMENT= 278 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.11510 -0.76402E-001-0.87153 0.98663 0.90619 + 228 0.11510 -0.76402E-001-0.87153 0.98663 0.90619 + 62 0.11510 -0.76402E-001-0.87153 0.98663 0.90619 + 62 0.11510 -0.76402E-001-0.87153 0.98663 0.90619 + 179 0.11510 -0.76402E-001-0.87153 0.98663 0.90619 + 179 0.11510 -0.76402E-001-0.87153 0.98663 0.90619 + 179 0.11510 -0.76402E-001-0.87153 0.98663 0.90619 + 179 0.11510 -0.76402E-001-0.87153 0.98663 0.90619 + + ELEMENT= 279 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.11281 -0.10351 -1.0785 1.1913 1.0992 + 227 0.11281 -0.10351 -1.0785 1.1913 1.0992 + 228 0.11281 -0.10351 -1.0785 1.1913 1.0992 + 228 0.11281 -0.10351 -1.0785 1.1913 1.0992 + 224 0.11281 -0.10351 -1.0785 1.1913 1.0992 + 224 0.11281 -0.10351 -1.0785 1.1913 1.0992 + 224 0.11281 -0.10351 -1.0785 1.1913 1.0992 + 224 0.11281 -0.10351 -1.0785 1.1913 1.0992 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 280 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.14616 -0.15935E-001-0.98159 1.1278 1.0561 + 231 0.14616 -0.15935E-001-0.98159 1.1278 1.0561 + 227 0.14616 -0.15935E-001-0.98159 1.1278 1.0561 + 227 0.14616 -0.15935E-001-0.98159 1.1278 1.0561 + 202 0.14616 -0.15935E-001-0.98159 1.1278 1.0561 + 202 0.14616 -0.15935E-001-0.98159 1.1278 1.0561 + 202 0.14616 -0.15935E-001-0.98159 1.1278 1.0561 + 202 0.14616 -0.15935E-001-0.98159 1.1278 1.0561 + + ELEMENT= 281 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.24694E-001-0.67643E-001-0.86516 0.88986 0.84747 + 227 0.24694E-001-0.67643E-001-0.86516 0.88986 0.84747 + 141 0.24694E-001-0.67643E-001-0.86516 0.88986 0.84747 + 141 0.24694E-001-0.67643E-001-0.86516 0.88986 0.84747 + 228 0.24694E-001-0.67643E-001-0.86516 0.88986 0.84747 + 228 0.24694E-001-0.67643E-001-0.86516 0.88986 0.84747 + 228 0.24694E-001-0.67643E-001-0.86516 0.88986 0.84747 + 228 0.24694E-001-0.67643E-001-0.86516 0.88986 0.84747 + + ELEMENT= 282 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.14751 -0.81276E-002 -1.1801 1.3276 1.2570 + 61 0.14751 -0.81276E-002 -1.1801 1.3276 1.2570 + 318 0.14751 -0.81276E-002 -1.1801 1.3276 1.2570 + 318 0.14751 -0.81276E-002 -1.1801 1.3276 1.2570 + 182 0.14751 -0.81276E-002 -1.1801 1.3276 1.2570 + 182 0.14751 -0.81276E-002 -1.1801 1.3276 1.2570 + 182 0.14751 -0.81276E-002 -1.1801 1.3276 1.2570 + 182 0.14751 -0.81276E-002 -1.1801 1.3276 1.2570 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 283 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 -0.93011E-001-0.21159 -1.5304 1.4374 1.3819 + 179 -0.93011E-001-0.21159 -1.5304 1.4374 1.3819 + 62 -0.93011E-001-0.21159 -1.5304 1.4374 1.3819 + 62 -0.93011E-001-0.21159 -1.5304 1.4374 1.3819 + 61 -0.93011E-001-0.21159 -1.5304 1.4374 1.3819 + 61 -0.93011E-001-0.21159 -1.5304 1.4374 1.3819 + 61 -0.93011E-001-0.21159 -1.5304 1.4374 1.3819 + 61 -0.93011E-001-0.21159 -1.5304 1.4374 1.3819 + + ELEMENT= 284 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 2.1362 0.40413 0.11224E-001 2.1250 1.9583 + 234 2.1362 0.40413 0.11224E-001 2.1250 1.9583 + 122 2.1362 0.40413 0.11224E-001 2.1250 1.9583 + 122 2.1362 0.40413 0.11224E-001 2.1250 1.9583 + 319 2.1362 0.40413 0.11224E-001 2.1250 1.9583 + 319 2.1362 0.40413 0.11224E-001 2.1250 1.9583 + 319 2.1362 0.40413 0.11224E-001 2.1250 1.9583 + 319 2.1362 0.40413 0.11224E-001 2.1250 1.9583 + + ELEMENT= 285 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 1.4599 0.75906E-001-0.24222 1.7021 1.5674 + 269 1.4599 0.75906E-001-0.24222 1.7021 1.5674 + 212 1.4599 0.75906E-001-0.24222 1.7021 1.5674 + 212 1.4599 0.75906E-001-0.24222 1.7021 1.5674 + 213 1.4599 0.75906E-001-0.24222 1.7021 1.5674 + 213 1.4599 0.75906E-001-0.24222 1.7021 1.5674 + 213 1.4599 0.75906E-001-0.24222 1.7021 1.5674 + 213 1.4599 0.75906E-001-0.24222 1.7021 1.5674 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 286 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 1.7633 0.18627 0.89248E-001 1.6741 1.6278 + 119 1.7633 0.18627 0.89248E-001 1.6741 1.6278 + 234 1.7633 0.18627 0.89248E-001 1.6741 1.6278 + 234 1.7633 0.18627 0.89248E-001 1.6741 1.6278 + 213 1.7633 0.18627 0.89248E-001 1.6741 1.6278 + 213 1.7633 0.18627 0.89248E-001 1.6741 1.6278 + 213 1.7633 0.18627 0.89248E-001 1.6741 1.6278 + 213 1.7633 0.18627 0.89248E-001 1.6741 1.6278 + + ELEMENT= 287 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 1.4613 0.33677 0.23437 1.2269 1.1791 + 319 1.4613 0.33677 0.23437 1.2269 1.1791 + 323 1.4613 0.33677 0.23437 1.2269 1.1791 + 323 1.4613 0.33677 0.23437 1.2269 1.1791 + 125 1.4613 0.33677 0.23437 1.2269 1.1791 + 125 1.4613 0.33677 0.23437 1.2269 1.1791 + 125 1.4613 0.33677 0.23437 1.2269 1.1791 + 125 1.4613 0.33677 0.23437 1.2269 1.1791 + + ELEMENT= 288 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 1.0787 -0.53126E-001-0.38502 1.4637 1.3292 + 192 1.0787 -0.53126E-001-0.38502 1.4637 1.3292 + 43 1.0787 -0.53126E-001-0.38502 1.4637 1.3292 + 43 1.0787 -0.53126E-001-0.38502 1.4637 1.3292 + 189 1.0787 -0.53126E-001-0.38502 1.4637 1.3292 + 189 1.0787 -0.53126E-001-0.38502 1.4637 1.3292 + 189 1.0787 -0.53126E-001-0.38502 1.4637 1.3292 + 189 1.0787 -0.53126E-001-0.38502 1.4637 1.3292 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 289 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 2.7765 0.11697 -0.82808E-001 2.8593 2.7649 + 44 2.7765 0.11697 -0.82808E-001 2.8593 2.7649 + 122 2.7765 0.11697 -0.82808E-001 2.8593 2.7649 + 122 2.7765 0.11697 -0.82808E-001 2.8593 2.7649 + 119 2.7765 0.11697 -0.82808E-001 2.8593 2.7649 + 119 2.7765 0.11697 -0.82808E-001 2.8593 2.7649 + 119 2.7765 0.11697 -0.82808E-001 2.8593 2.7649 + 119 2.7765 0.11697 -0.82808E-001 2.8593 2.7649 + + ELEMENT= 290 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 2.8878 0.43698 0.19012 2.6977 2.5831 + 192 2.8878 0.43698 0.19012 2.6977 2.5831 + 44 2.8878 0.43698 0.19012 2.6977 2.5831 + 44 2.8878 0.43698 0.19012 2.6977 2.5831 + 43 2.8878 0.43698 0.19012 2.6977 2.5831 + 43 2.8878 0.43698 0.19012 2.6977 2.5831 + 43 2.8878 0.43698 0.19012 2.6977 2.5831 + 43 2.8878 0.43698 0.19012 2.6977 2.5831 + + ELEMENT= 291 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.28779 0.22846E-001-0.26493 0.55272 0.47881 + 278 0.28779 0.22846E-001-0.26493 0.55272 0.47881 + 270 0.28779 0.22846E-001-0.26493 0.55272 0.47881 + 270 0.28779 0.22846E-001-0.26493 0.55272 0.47881 + 277 0.28779 0.22846E-001-0.26493 0.55272 0.47881 + 277 0.28779 0.22846E-001-0.26493 0.55272 0.47881 + 277 0.28779 0.22846E-001-0.26493 0.55272 0.47881 + 277 0.28779 0.22846E-001-0.26493 0.55272 0.47881 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 292 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.64450 0.66413E-001-0.11535E-001 0.65604 0.62074 + 104 0.64450 0.66413E-001-0.11535E-001 0.65604 0.62074 + 307 0.64450 0.66413E-001-0.11535E-001 0.65604 0.62074 + 307 0.64450 0.66413E-001-0.11535E-001 0.65604 0.62074 + 306 0.64450 0.66413E-001-0.11535E-001 0.65604 0.62074 + 306 0.64450 0.66413E-001-0.11535E-001 0.65604 0.62074 + 306 0.64450 0.66413E-001-0.11535E-001 0.65604 0.62074 + 306 0.64450 0.66413E-001-0.11535E-001 0.65604 0.62074 + + ELEMENT= 293 SOLID185 + NODE S1 S2 S3 SINT SEQV + 297 0.88007 0.18489E-001-0.85032E-001 0.96510 0.91773 + 39 0.88007 0.18489E-001-0.85032E-001 0.96510 0.91773 + 305 0.88007 0.18489E-001-0.85032E-001 0.96510 0.91773 + 305 0.88007 0.18489E-001-0.85032E-001 0.96510 0.91773 + 177 0.88007 0.18489E-001-0.85032E-001 0.96510 0.91773 + 177 0.88007 0.18489E-001-0.85032E-001 0.96510 0.91773 + 177 0.88007 0.18489E-001-0.85032E-001 0.96510 0.91773 + 177 0.88007 0.18489E-001-0.85032E-001 0.96510 0.91773 + + ELEMENT= 294 SOLID185 + NODE S1 S2 S3 SINT SEQV + 297 0.91386 0.87574E-001-0.36873E-001 0.95073 0.89502 + 305 0.91386 0.87574E-001-0.36873E-001 0.95073 0.89502 + 39 0.91386 0.87574E-001-0.36873E-001 0.95073 0.89502 + 39 0.91386 0.87574E-001-0.36873E-001 0.95073 0.89502 + 107 0.91386 0.87574E-001-0.36873E-001 0.95073 0.89502 + 107 0.91386 0.87574E-001-0.36873E-001 0.95073 0.89502 + 107 0.91386 0.87574E-001-0.36873E-001 0.95073 0.89502 + 107 0.91386 0.87574E-001-0.36873E-001 0.95073 0.89502 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 295 SOLID185 + NODE S1 S2 S3 SINT SEQV + 305 0.83817 0.61622E-001 0.29526E-002 0.83522 0.80748 + 226 0.83817 0.61622E-001 0.29526E-002 0.83522 0.80748 + 307 0.83817 0.61622E-001 0.29526E-002 0.83522 0.80748 + 307 0.83817 0.61622E-001 0.29526E-002 0.83522 0.80748 + 107 0.83817 0.61622E-001 0.29526E-002 0.83522 0.80748 + 107 0.83817 0.61622E-001 0.29526E-002 0.83522 0.80748 + 107 0.83817 0.61622E-001 0.29526E-002 0.83522 0.80748 + 107 0.83817 0.61622E-001 0.29526E-002 0.83522 0.80748 + + ELEMENT= 296 SOLID185 + NODE S1 S2 S3 SINT SEQV + 305 0.66716 0.48207E-003-0.10262 0.76978 0.72376 + 226 0.66716 0.48207E-003-0.10262 0.76978 0.72376 + 177 0.66716 0.48207E-003-0.10262 0.76978 0.72376 + 177 0.66716 0.48207E-003-0.10262 0.76978 0.72376 + 174 0.66716 0.48207E-003-0.10262 0.76978 0.72376 + 174 0.66716 0.48207E-003-0.10262 0.76978 0.72376 + 174 0.66716 0.48207E-003-0.10262 0.76978 0.72376 + 174 0.66716 0.48207E-003-0.10262 0.76978 0.72376 + + ELEMENT= 297 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.56056 0.26327 0.14051E-001 0.54650 0.47390 + 33 0.56056 0.26327 0.14051E-001 0.54650 0.47390 + 314 0.56056 0.26327 0.14051E-001 0.54650 0.47390 + 314 0.56056 0.26327 0.14051E-001 0.54650 0.47390 + 96 0.56056 0.26327 0.14051E-001 0.54650 0.47390 + 96 0.56056 0.26327 0.14051E-001 0.54650 0.47390 + 96 0.56056 0.26327 0.14051E-001 0.54650 0.47390 + 96 0.56056 0.26327 0.14051E-001 0.54650 0.47390 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 298 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.29872 0.17719 0.97032E-001 0.20168 0.17588 + 326 0.29872 0.17719 0.97032E-001 0.20168 0.17588 + 97 0.29872 0.17719 0.97032E-001 0.20168 0.17588 + 97 0.29872 0.17719 0.97032E-001 0.20168 0.17588 + 34 0.29872 0.17719 0.97032E-001 0.20168 0.17588 + 34 0.29872 0.17719 0.97032E-001 0.20168 0.17588 + 34 0.29872 0.17719 0.97032E-001 0.20168 0.17588 + 34 0.29872 0.17719 0.97032E-001 0.20168 0.17588 + + ELEMENT= 299 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.67956 0.25908 -0.11084 0.79041 0.68498 + 34 0.67956 0.25908 -0.11084 0.79041 0.68498 + 33 0.67956 0.25908 -0.11084 0.79041 0.68498 + 33 0.67956 0.25908 -0.11084 0.79041 0.68498 + 164 0.67956 0.25908 -0.11084 0.79041 0.68498 + 164 0.67956 0.25908 -0.11084 0.79041 0.68498 + 164 0.67956 0.25908 -0.11084 0.79041 0.68498 + 164 0.67956 0.25908 -0.11084 0.79041 0.68498 + + ELEMENT= 300 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.69586 0.83944E-001-0.14102 0.83689 0.75015 + 276 0.69586 0.83944E-001-0.14102 0.83689 0.75015 + 312 0.69586 0.83944E-001-0.14102 0.83689 0.75015 + 312 0.69586 0.83944E-001-0.14102 0.83689 0.75015 + 275 0.69586 0.83944E-001-0.14102 0.83689 0.75015 + 275 0.69586 0.83944E-001-0.14102 0.83689 0.75015 + 275 0.69586 0.83944E-001-0.14102 0.83689 0.75015 + 275 0.69586 0.83944E-001-0.14102 0.83689 0.75015 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 301 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.60140 0.45778E-001-0.22287 0.82427 0.72812 + 316 0.60140 0.45778E-001-0.22287 0.82427 0.72812 + 76 0.60140 0.45778E-001-0.22287 0.82427 0.72812 + 76 0.60140 0.45778E-001-0.22287 0.82427 0.72812 + 77 0.60140 0.45778E-001-0.22287 0.82427 0.72812 + 77 0.60140 0.45778E-001-0.22287 0.82427 0.72812 + 77 0.60140 0.45778E-001-0.22287 0.82427 0.72812 + 77 0.60140 0.45778E-001-0.22287 0.82427 0.72812 + + ELEMENT= 302 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.12130 -0.58642E-001-0.43534 0.55664 0.49200 + 251 0.12130 -0.58642E-001-0.43534 0.55664 0.49200 + 270 0.12130 -0.58642E-001-0.43534 0.55664 0.49200 + 270 0.12130 -0.58642E-001-0.43534 0.55664 0.49200 + 252 0.12130 -0.58642E-001-0.43534 0.55664 0.49200 + 252 0.12130 -0.58642E-001-0.43534 0.55664 0.49200 + 252 0.12130 -0.58642E-001-0.43534 0.55664 0.49200 + 252 0.12130 -0.58642E-001-0.43534 0.55664 0.49200 + + ELEMENT= 303 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.54730 0.72292E-001-0.25919E-001 0.57322 0.53097 + 285 0.54730 0.72292E-001-0.25919E-001 0.57322 0.53097 + 276 0.54730 0.72292E-001-0.25919E-001 0.57322 0.53097 + 276 0.54730 0.72292E-001-0.25919E-001 0.57322 0.53097 + 275 0.54730 0.72292E-001-0.25919E-001 0.57322 0.53097 + 275 0.54730 0.72292E-001-0.25919E-001 0.57322 0.53097 + 275 0.54730 0.72292E-001-0.25919E-001 0.57322 0.53097 + 275 0.54730 0.72292E-001-0.25919E-001 0.57322 0.53097 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 304 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.28370 0.14966E-001-0.37849 0.66219 0.57686 + 281 0.28370 0.14966E-001-0.37849 0.66219 0.57686 + 272 0.28370 0.14966E-001-0.37849 0.66219 0.57686 + 272 0.28370 0.14966E-001-0.37849 0.66219 0.57686 + 279 0.28370 0.14966E-001-0.37849 0.66219 0.57686 + 279 0.28370 0.14966E-001-0.37849 0.66219 0.57686 + 279 0.28370 0.14966E-001-0.37849 0.66219 0.57686 + 279 0.28370 0.14966E-001-0.37849 0.66219 0.57686 + + ELEMENT= 305 SOLID185 + NODE S1 S2 S3 SINT SEQV + 290 0.43269 -0.35211E-002-0.50837E-001 0.48353 0.46169 + 276 0.43269 -0.35211E-002-0.50837E-001 0.48353 0.46169 + 327 0.43269 -0.35211E-002-0.50837E-001 0.48353 0.46169 + 327 0.43269 -0.35211E-002-0.50837E-001 0.48353 0.46169 + 316 0.43269 -0.35211E-002-0.50837E-001 0.48353 0.46169 + 316 0.43269 -0.35211E-002-0.50837E-001 0.48353 0.46169 + 316 0.43269 -0.35211E-002-0.50837E-001 0.48353 0.46169 + 316 0.43269 -0.35211E-002-0.50837E-001 0.48353 0.46169 + + ELEMENT= 306 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 0.99513 0.71590E-002-0.36738 1.3625 1.2192 + 236 0.99513 0.71590E-002-0.36738 1.3625 1.2192 + 92 0.99513 0.71590E-002-0.36738 1.3625 1.2192 + 92 0.99513 0.71590E-002-0.36738 1.3625 1.2192 + 233 0.99513 0.71590E-002-0.36738 1.3625 1.2192 + 233 0.99513 0.71590E-002-0.36738 1.3625 1.2192 + 233 0.99513 0.71590E-002-0.36738 1.3625 1.2192 + 233 0.99513 0.71590E-002-0.36738 1.3625 1.2192 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 307 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.69816 0.27195 -0.13312 0.83128 0.71999 + 236 0.69816 0.27195 -0.13312 0.83128 0.71999 + 246 0.69816 0.27195 -0.13312 0.83128 0.71999 + 246 0.69816 0.27195 -0.13312 0.83128 0.71999 + 215 0.69816 0.27195 -0.13312 0.83128 0.71999 + 215 0.69816 0.27195 -0.13312 0.83128 0.71999 + 215 0.69816 0.27195 -0.13312 0.83128 0.71999 + 215 0.69816 0.27195 -0.13312 0.83128 0.71999 + + ELEMENT= 308 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 1.2436 0.10238E-001-0.20510 1.4487 1.3539 + 328 1.2436 0.10238E-001-0.20510 1.4487 1.3539 + 92 1.2436 0.10238E-001-0.20510 1.4487 1.3539 + 92 1.2436 0.10238E-001-0.20510 1.4487 1.3539 + 89 1.2436 0.10238E-001-0.20510 1.4487 1.3539 + 89 1.2436 0.10238E-001-0.20510 1.4487 1.3539 + 89 1.2436 0.10238E-001-0.20510 1.4487 1.3539 + 89 1.2436 0.10238E-001-0.20510 1.4487 1.3539 + + ELEMENT= 309 SOLID185 + NODE S1 S2 S3 SINT SEQV + 219 1.0344 0.51242E-001-0.28101 1.3154 1.1848 + 233 1.0344 0.51242E-001-0.28101 1.3154 1.1848 + 236 1.0344 0.51242E-001-0.28101 1.3154 1.1848 + 236 1.0344 0.51242E-001-0.28101 1.3154 1.1848 + 246 1.0344 0.51242E-001-0.28101 1.3154 1.1848 + 246 1.0344 0.51242E-001-0.28101 1.3154 1.1848 + 246 1.0344 0.51242E-001-0.28101 1.3154 1.1848 + 246 1.0344 0.51242E-001-0.28101 1.3154 1.1848 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 310 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.46592E-001-0.31982E-001-0.54798 0.59457 0.55944 + 36 0.46592E-001-0.31982E-001-0.54798 0.59457 0.55944 + 329 0.46592E-001-0.31982E-001-0.54798 0.59457 0.55944 + 329 0.46592E-001-0.31982E-001-0.54798 0.59457 0.55944 + 168 0.46592E-001-0.31982E-001-0.54798 0.59457 0.55944 + 168 0.46592E-001-0.31982E-001-0.54798 0.59457 0.55944 + 168 0.46592E-001-0.31982E-001-0.54798 0.59457 0.55944 + 168 0.46592E-001-0.31982E-001-0.54798 0.59457 0.55944 + + ELEMENT= 311 SOLID185 + NODE S1 S2 S3 SINT SEQV + 329 1.9309 0.24069 -1.2700 3.2009 2.7735 + 36 1.9309 0.24069 -1.2700 3.2009 2.7735 + 35 1.9309 0.24069 -1.2700 3.2009 2.7735 + 35 1.9309 0.24069 -1.2700 3.2009 2.7735 + 5 1.9309 0.24069 -1.2700 3.2009 2.7735 + 5 1.9309 0.24069 -1.2700 3.2009 2.7735 + 5 1.9309 0.24069 -1.2700 3.2009 2.7735 + 5 1.9309 0.24069 -1.2700 3.2009 2.7735 + + ELEMENT= 312 SOLID185 + NODE S1 S2 S3 SINT SEQV + 329 0.11810 -0.47237 -3.2217 3.3398 3.0872 + 68 0.11810 -0.47237 -3.2217 3.3398 3.0872 + 168 0.11810 -0.47237 -3.2217 3.3398 3.0872 + 168 0.11810 -0.47237 -3.2217 3.3398 3.0872 + 5 0.11810 -0.47237 -3.2217 3.3398 3.0872 + 5 0.11810 -0.47237 -3.2217 3.3398 3.0872 + 5 0.11810 -0.47237 -3.2217 3.3398 3.0872 + 5 0.11810 -0.47237 -3.2217 3.3398 3.0872 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 313 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.44730 -0.19176 -0.67121 1.1185 0.97194 + 168 0.44730 -0.19176 -0.67121 1.1185 0.97194 + 329 0.44730 -0.19176 -0.67121 1.1185 0.97194 + 329 0.44730 -0.19176 -0.67121 1.1185 0.97194 + 68 0.44730 -0.19176 -0.67121 1.1185 0.97194 + 68 0.44730 -0.19176 -0.67121 1.1185 0.97194 + 68 0.44730 -0.19176 -0.67121 1.1185 0.97194 + 68 0.44730 -0.19176 -0.67121 1.1185 0.97194 + + ELEMENT= 314 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.78086E-001 0.34105E-001-0.48604 0.56413 0.54347 + 161 0.78086E-001 0.34105E-001-0.48604 0.56413 0.54347 + 329 0.78086E-001 0.34105E-001-0.48604 0.56413 0.54347 + 329 0.78086E-001 0.34105E-001-0.48604 0.56413 0.54347 + 326 0.78086E-001 0.34105E-001-0.48604 0.56413 0.54347 + 326 0.78086E-001 0.34105E-001-0.48604 0.56413 0.54347 + 326 0.78086E-001 0.34105E-001-0.48604 0.56413 0.54347 + 326 0.78086E-001 0.34105E-001-0.48604 0.56413 0.54347 + + ELEMENT= 315 SOLID185 + NODE S1 S2 S3 SINT SEQV + 329 0.37893 0.29673E-001-0.41559 0.79451 0.68974 + 326 0.37893 0.29673E-001-0.41559 0.79451 0.68974 + 161 0.37893 0.29673E-001-0.41559 0.79451 0.68974 + 161 0.37893 0.29673E-001-0.41559 0.79451 0.68974 + 35 0.37893 0.29673E-001-0.41559 0.79451 0.68974 + 35 0.37893 0.29673E-001-0.41559 0.79451 0.68974 + 35 0.37893 0.29673E-001-0.41559 0.79451 0.68974 + 35 0.37893 0.29673E-001-0.41559 0.79451 0.68974 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 316 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 0.72653 0.44188E-001-0.17667 0.90320 0.81552 + 321 0.72653 0.44188E-001-0.17667 0.90320 0.81552 + 248 0.72653 0.44188E-001-0.17667 0.90320 0.81552 + 248 0.72653 0.44188E-001-0.17667 0.90320 0.81552 + 86 0.72653 0.44188E-001-0.17667 0.90320 0.81552 + 86 0.72653 0.44188E-001-0.17667 0.90320 0.81552 + 86 0.72653 0.44188E-001-0.17667 0.90320 0.81552 + 86 0.72653 0.44188E-001-0.17667 0.90320 0.81552 + + ELEMENT= 317 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.40796 -0.27340E-001-0.20780 0.61576 0.54827 + 272 0.40796 -0.27340E-001-0.20780 0.61576 0.54827 + 290 0.40796 -0.27340E-001-0.20780 0.61576 0.54827 + 290 0.40796 -0.27340E-001-0.20780 0.61576 0.54827 + 331 0.40796 -0.27340E-001-0.20780 0.61576 0.54827 + 331 0.40796 -0.27340E-001-0.20780 0.61576 0.54827 + 331 0.40796 -0.27340E-001-0.20780 0.61576 0.54827 + 331 0.40796 -0.27340E-001-0.20780 0.61576 0.54827 + + ELEMENT= 318 SOLID185 + NODE S1 S2 S3 SINT SEQV + 239 0.57128 0.56992E-001-0.54740E-001 0.62602 0.57830 + 198 0.57128 0.56992E-001-0.54740E-001 0.62602 0.57830 + 240 0.57128 0.56992E-001-0.54740E-001 0.62602 0.57830 + 240 0.57128 0.56992E-001-0.54740E-001 0.62602 0.57830 + 222 0.57128 0.56992E-001-0.54740E-001 0.62602 0.57830 + 222 0.57128 0.56992E-001-0.54740E-001 0.62602 0.57830 + 222 0.57128 0.56992E-001-0.54740E-001 0.62602 0.57830 + 222 0.57128 0.56992E-001-0.54740E-001 0.62602 0.57830 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 319 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.34292 -0.89560E-002-0.36592 0.70884 0.61388 + 240 0.34292 -0.89560E-002-0.36592 0.70884 0.61388 + 85 0.34292 -0.89560E-002-0.36592 0.70884 0.61388 + 85 0.34292 -0.89560E-002-0.36592 0.70884 0.61388 + 82 0.34292 -0.89560E-002-0.36592 0.70884 0.61388 + 82 0.34292 -0.89560E-002-0.36592 0.70884 0.61388 + 82 0.34292 -0.89560E-002-0.36592 0.70884 0.61388 + 82 0.34292 -0.89560E-002-0.36592 0.70884 0.61388 + + ELEMENT= 320 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.55571 0.56325E-001-0.31974 0.87545 0.76066 + 219 0.55571 0.56325E-001-0.31974 0.87545 0.76066 + 212 0.55571 0.56325E-001-0.31974 0.87545 0.76066 + 212 0.55571 0.56325E-001-0.31974 0.87545 0.76066 + 215 0.55571 0.56325E-001-0.31974 0.87545 0.76066 + 215 0.55571 0.56325E-001-0.31974 0.87545 0.76066 + 215 0.55571 0.56325E-001-0.31974 0.87545 0.76066 + 215 0.55571 0.56325E-001-0.31974 0.87545 0.76066 + + ELEMENT= 321 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 0.59410E-001-0.86891E-001 -1.3738 1.4332 1.3660 + 292 0.59410E-001-0.86891E-001 -1.3738 1.4332 1.3660 + 244 0.59410E-001-0.86891E-001 -1.3738 1.4332 1.3660 + 244 0.59410E-001-0.86891E-001 -1.3738 1.4332 1.3660 + 149 0.59410E-001-0.86891E-001 -1.3738 1.4332 1.3660 + 149 0.59410E-001-0.86891E-001 -1.3738 1.4332 1.3660 + 149 0.59410E-001-0.86891E-001 -1.3738 1.4332 1.3660 + 149 0.59410E-001-0.86891E-001 -1.3738 1.4332 1.3660 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 322 SOLID185 + NODE S1 S2 S3 SINT SEQV + 250 0.28681 -0.44477E-001-0.44951 0.73631 0.63873 + 286 0.28681 -0.44477E-001-0.44951 0.73631 0.63873 + 274 0.28681 -0.44477E-001-0.44951 0.73631 0.63873 + 274 0.28681 -0.44477E-001-0.44951 0.73631 0.63873 + 313 0.28681 -0.44477E-001-0.44951 0.73631 0.63873 + 313 0.28681 -0.44477E-001-0.44951 0.73631 0.63873 + 313 0.28681 -0.44477E-001-0.44951 0.73631 0.63873 + 313 0.28681 -0.44477E-001-0.44951 0.73631 0.63873 + + ELEMENT= 323 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.17407 0.46943E-001-0.10205 0.27612 0.23938 + 162 0.17407 0.46943E-001-0.10205 0.27612 0.23938 + 282 0.17407 0.46943E-001-0.10205 0.27612 0.23938 + 282 0.17407 0.46943E-001-0.10205 0.27612 0.23938 + 163 0.17407 0.46943E-001-0.10205 0.27612 0.23938 + 163 0.17407 0.46943E-001-0.10205 0.27612 0.23938 + 163 0.17407 0.46943E-001-0.10205 0.27612 0.23938 + 163 0.17407 0.46943E-001-0.10205 0.27612 0.23938 + + ELEMENT= 324 SOLID185 + NODE S1 S2 S3 SINT SEQV + 313 0.42484 0.76918E-002-0.41303 0.83787 0.72562 + 286 0.42484 0.76918E-002-0.41303 0.83787 0.72562 + 296 0.42484 0.76918E-002-0.41303 0.83787 0.72562 + 296 0.42484 0.76918E-002-0.41303 0.83787 0.72562 + 250 0.42484 0.76918E-002-0.41303 0.83787 0.72562 + 250 0.42484 0.76918E-002-0.41303 0.83787 0.72562 + 250 0.42484 0.76918E-002-0.41303 0.83787 0.72562 + 250 0.42484 0.76918E-002-0.41303 0.83787 0.72562 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 325 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.28541 -0.18111E-001-0.10114 0.38655 0.35245 + 286 0.28541 -0.18111E-001-0.10114 0.38655 0.35245 + 165 0.28541 -0.18111E-001-0.10114 0.38655 0.35245 + 165 0.28541 -0.18111E-001-0.10114 0.38655 0.35245 + 309 0.28541 -0.18111E-001-0.10114 0.38655 0.35245 + 309 0.28541 -0.18111E-001-0.10114 0.38655 0.35245 + 309 0.28541 -0.18111E-001-0.10114 0.38655 0.35245 + 309 0.28541 -0.18111E-001-0.10114 0.38655 0.35245 + + ELEMENT= 326 SOLID185 + NODE S1 S2 S3 SINT SEQV + 265 1.5067 0.11231 0.22582E-002 1.5045 1.4526 + 106 1.5067 0.11231 0.22582E-002 1.5045 1.4526 + 107 1.5067 0.11231 0.22582E-002 1.5045 1.4526 + 107 1.5067 0.11231 0.22582E-002 1.5045 1.4526 + 110 1.5067 0.11231 0.22582E-002 1.5045 1.4526 + 110 1.5067 0.11231 0.22582E-002 1.5045 1.4526 + 110 1.5067 0.11231 0.22582E-002 1.5045 1.4526 + 110 1.5067 0.11231 0.22582E-002 1.5045 1.4526 + + ELEMENT= 327 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.42310 0.30712E-001-0.36729 0.79039 0.68450 + 250 0.42310 0.30712E-001-0.36729 0.79039 0.68450 + 313 0.42310 0.30712E-001-0.36729 0.79039 0.68450 + 313 0.42310 0.30712E-001-0.36729 0.79039 0.68450 + 70 0.42310 0.30712E-001-0.36729 0.79039 0.68450 + 70 0.42310 0.30712E-001-0.36729 0.79039 0.68450 + 70 0.42310 0.30712E-001-0.36729 0.79039 0.68450 + 70 0.42310 0.30712E-001-0.36729 0.79039 0.68450 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 328 SOLID185 + NODE S1 S2 S3 SINT SEQV + 166 0.27163 0.77353E-002-0.18681 0.45845 0.39854 + 313 0.27163 0.77353E-002-0.18681 0.45845 0.39854 + 286 0.27163 0.77353E-002-0.18681 0.45845 0.39854 + 286 0.27163 0.77353E-002-0.18681 0.45845 0.39854 + 296 0.27163 0.77353E-002-0.18681 0.45845 0.39854 + 296 0.27163 0.77353E-002-0.18681 0.45845 0.39854 + 296 0.27163 0.77353E-002-0.18681 0.45845 0.39854 + 296 0.27163 0.77353E-002-0.18681 0.45845 0.39854 + + ELEMENT= 329 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.35375 0.37221E-002-0.68562 1.0394 0.91597 + 135 0.35375 0.37221E-002-0.68562 1.0394 0.91597 + 64 0.35375 0.37221E-002-0.68562 1.0394 0.91597 + 64 0.35375 0.37221E-002-0.68562 1.0394 0.91597 + 65 0.35375 0.37221E-002-0.68562 1.0394 0.91597 + 65 0.35375 0.37221E-002-0.68562 1.0394 0.91597 + 65 0.35375 0.37221E-002-0.68562 1.0394 0.91597 + 65 0.35375 0.37221E-002-0.68562 1.0394 0.91597 + + ELEMENT= 330 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 0.52053 0.41801E-001-0.31590 0.83643 0.72689 + 70 0.52053 0.41801E-001-0.31590 0.83643 0.72689 + 250 0.52053 0.41801E-001-0.31590 0.83643 0.72689 + 250 0.52053 0.41801E-001-0.31590 0.83643 0.72689 + 69 0.52053 0.41801E-001-0.31590 0.83643 0.72689 + 69 0.52053 0.41801E-001-0.31590 0.83643 0.72689 + 69 0.52053 0.41801E-001-0.31590 0.83643 0.72689 + 69 0.52053 0.41801E-001-0.31590 0.83643 0.72689 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 331 SOLID185 + NODE S1 S2 S3 SINT SEQV + 297 1.5858 0.18312 0.44181E-001 1.5416 1.4771 + 39 1.5858 0.18312 0.44181E-001 1.5416 1.4771 + 180 1.5858 0.18312 0.44181E-001 1.5416 1.4771 + 180 1.5858 0.18312 0.44181E-001 1.5416 1.4771 + 40 1.5858 0.18312 0.44181E-001 1.5416 1.4771 + 40 1.5858 0.18312 0.44181E-001 1.5416 1.4771 + 40 1.5858 0.18312 0.44181E-001 1.5416 1.4771 + 40 1.5858 0.18312 0.44181E-001 1.5416 1.4771 + + ELEMENT= 332 SOLID185 + NODE S1 S2 S3 SINT SEQV + 206 0.25369E-001-0.50519E-001 -1.1258 1.1512 1.1152 + 202 0.25369E-001-0.50519E-001 -1.1258 1.1512 1.1152 + 147 0.25369E-001-0.50519E-001 -1.1258 1.1512 1.1152 + 147 0.25369E-001-0.50519E-001 -1.1258 1.1512 1.1152 + 317 0.25369E-001-0.50519E-001 -1.1258 1.1512 1.1152 + 317 0.25369E-001-0.50519E-001 -1.1258 1.1512 1.1152 + 317 0.25369E-001-0.50519E-001 -1.1258 1.1512 1.1152 + 317 0.25369E-001-0.50519E-001 -1.1258 1.1512 1.1152 + + ELEMENT= 333 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 0.13962 -0.16549E-001-0.68549 0.82511 0.75917 + 205 0.13962 -0.16549E-001-0.68549 0.82511 0.75917 + 185 0.13962 -0.16549E-001-0.68549 0.82511 0.75917 + 185 0.13962 -0.16549E-001-0.68549 0.82511 0.75917 + 318 0.13962 -0.16549E-001-0.68549 0.82511 0.75917 + 318 0.13962 -0.16549E-001-0.68549 0.82511 0.75917 + 318 0.13962 -0.16549E-001-0.68549 0.82511 0.75917 + 318 0.13962 -0.16549E-001-0.68549 0.82511 0.75917 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 334 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.10429 -0.50267E-001 -1.1768 1.2811 1.2112 + 202 0.10429 -0.50267E-001 -1.1768 1.2811 1.2112 + 318 0.10429 -0.50267E-001 -1.1768 1.2811 1.2112 + 318 0.10429 -0.50267E-001 -1.1768 1.2811 1.2112 + 144 0.10429 -0.50267E-001 -1.1768 1.2811 1.2112 + 144 0.10429 -0.50267E-001 -1.1768 1.2811 1.2112 + 144 0.10429 -0.50267E-001 -1.1768 1.2811 1.2112 + 144 0.10429 -0.50267E-001 -1.1768 1.2811 1.2112 + + ELEMENT= 335 SOLID185 + NODE S1 S2 S3 SINT SEQV + 318 0.25823 -0.38817E-001 -1.3673 1.6255 1.4993 + 205 0.25823 -0.38817E-001 -1.3673 1.6255 1.4993 + 317 0.25823 -0.38817E-001 -1.3673 1.6255 1.4993 + 317 0.25823 -0.38817E-001 -1.3673 1.6255 1.4993 + 202 0.25823 -0.38817E-001 -1.3673 1.6255 1.4993 + 202 0.25823 -0.38817E-001 -1.3673 1.6255 1.4993 + 202 0.25823 -0.38817E-001 -1.3673 1.6255 1.4993 + 202 0.25823 -0.38817E-001 -1.3673 1.6255 1.4993 + + ELEMENT= 336 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 0.12931 -0.10199 -1.3152 1.4445 1.3439 + 231 0.12931 -0.10199 -1.3152 1.4445 1.3439 + 318 0.12931 -0.10199 -1.3152 1.4445 1.3439 + 318 0.12931 -0.10199 -1.3152 1.4445 1.3439 + 182 0.12931 -0.10199 -1.3152 1.4445 1.3439 + 182 0.12931 -0.10199 -1.3152 1.4445 1.3439 + 182 0.12931 -0.10199 -1.3152 1.4445 1.3439 + 182 0.12931 -0.10199 -1.3152 1.4445 1.3439 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 337 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 0.37522E-001-0.37035E-001 -1.0168 1.0544 1.0191 + 182 0.37522E-001-0.37035E-001 -1.0168 1.0544 1.0191 + 318 0.37522E-001-0.37035E-001 -1.0168 1.0544 1.0191 + 318 0.37522E-001-0.37035E-001 -1.0168 1.0544 1.0191 + 185 0.37522E-001-0.37035E-001 -1.0168 1.0544 1.0191 + 185 0.37522E-001-0.37035E-001 -1.0168 1.0544 1.0191 + 185 0.37522E-001-0.37035E-001 -1.0168 1.0544 1.0191 + 185 0.37522E-001-0.37035E-001 -1.0168 1.0544 1.0191 + + ELEMENT= 338 SOLID185 + NODE S1 S2 S3 SINT SEQV + 124 2.1185 0.54551 0.21850 1.9000 1.7594 + 234 2.1185 0.54551 0.21850 1.9000 1.7594 + 319 2.1185 0.54551 0.21850 1.9000 1.7594 + 319 2.1185 0.54551 0.21850 1.9000 1.7594 + 121 2.1185 0.54551 0.21850 1.9000 1.7594 + 121 2.1185 0.54551 0.21850 1.9000 1.7594 + 121 2.1185 0.54551 0.21850 1.9000 1.7594 + 121 2.1185 0.54551 0.21850 1.9000 1.7594 + + ELEMENT= 339 SOLID185 + NODE S1 S2 S3 SINT SEQV + 212 0.77019 0.16581 -0.10934 0.87953 0.77928 + 262 0.77019 0.16581 -0.10934 0.87953 0.77928 + 267 0.77019 0.16581 -0.10934 0.87953 0.77928 + 267 0.77019 0.16581 -0.10934 0.87953 0.77928 + 264 0.77019 0.16581 -0.10934 0.87953 0.77928 + 264 0.77019 0.16581 -0.10934 0.87953 0.77928 + 264 0.77019 0.16581 -0.10934 0.87953 0.77928 + 264 0.77019 0.16581 -0.10934 0.87953 0.77928 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 340 SOLID185 + NODE S1 S2 S3 SINT SEQV + 212 0.21574 -0.12835 -0.84290 1.0586 0.93533 + 215 0.21574 -0.12835 -0.84290 1.0586 0.93533 + 267 0.21574 -0.12835 -0.84290 1.0586 0.93533 + 267 0.21574 -0.12835 -0.84290 1.0586 0.93533 + 218 0.21574 -0.12835 -0.84290 1.0586 0.93533 + 218 0.21574 -0.12835 -0.84290 1.0586 0.93533 + 218 0.21574 -0.12835 -0.84290 1.0586 0.93533 + 218 0.21574 -0.12835 -0.84290 1.0586 0.93533 + + ELEMENT= 341 SOLID185 + NODE S1 S2 S3 SINT SEQV + 212 1.0624 0.11441 0.17279E-001 1.0452 1.0001 + 264 1.0624 0.11441 0.17279E-001 1.0452 1.0001 + 235 1.0624 0.11441 0.17279E-001 1.0452 1.0001 + 235 1.0624 0.11441 0.17279E-001 1.0452 1.0001 + 234 1.0624 0.11441 0.17279E-001 1.0452 1.0001 + 234 1.0624 0.11441 0.17279E-001 1.0452 1.0001 + 234 1.0624 0.11441 0.17279E-001 1.0452 1.0001 + 234 1.0624 0.11441 0.17279E-001 1.0452 1.0001 + + ELEMENT= 342 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.55479 0.65979E-001-0.63628E-001 0.61841 0.56487 + 275 0.55479 0.65979E-001-0.63628E-001 0.61841 0.56487 + 285 0.55479 0.65979E-001-0.63628E-001 0.61841 0.56487 + 285 0.55479 0.65979E-001-0.63628E-001 0.61841 0.56487 + 327 0.55479 0.65979E-001-0.63628E-001 0.61841 0.56487 + 327 0.55479 0.65979E-001-0.63628E-001 0.61841 0.56487 + 327 0.55479 0.65979E-001-0.63628E-001 0.61841 0.56487 + 327 0.55479 0.65979E-001-0.63628E-001 0.61841 0.56487 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 343 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.82442 0.66113E-001-0.12788 0.95231 0.87165 + 316 0.82442 0.66113E-001-0.12788 0.95231 0.87165 + 322 0.82442 0.66113E-001-0.12788 0.95231 0.87165 + 322 0.82442 0.66113E-001-0.12788 0.95231 0.87165 + 327 0.82442 0.66113E-001-0.12788 0.95231 0.87165 + 327 0.82442 0.66113E-001-0.12788 0.95231 0.87165 + 327 0.82442 0.66113E-001-0.12788 0.95231 0.87165 + 327 0.82442 0.66113E-001-0.12788 0.95231 0.87165 + + ELEMENT= 344 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.71889 0.34944E-001-0.10933 0.82822 0.76633 + 14 0.71889 0.34944E-001-0.10933 0.82822 0.76633 + 322 0.71889 0.34944E-001-0.10933 0.82822 0.76633 + 322 0.71889 0.34944E-001-0.10933 0.82822 0.76633 + 77 0.71889 0.34944E-001-0.10933 0.82822 0.76633 + 77 0.71889 0.34944E-001-0.10933 0.82822 0.76633 + 77 0.71889 0.34944E-001-0.10933 0.82822 0.76633 + 77 0.71889 0.34944E-001-0.10933 0.82822 0.76633 + + ELEMENT= 345 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 1.7788 0.39442E-001-0.10715 1.8860 1.8171 + 189 1.7788 0.39442E-001-0.10715 1.8860 1.8171 + 269 1.7788 0.39442E-001-0.10715 1.8860 1.8171 + 269 1.7788 0.39442E-001-0.10715 1.8860 1.8171 + 43 1.7788 0.39442E-001-0.10715 1.8860 1.8171 + 43 1.7788 0.39442E-001-0.10715 1.8860 1.8171 + 43 1.7788 0.39442E-001-0.10715 1.8860 1.8171 + 43 1.7788 0.39442E-001-0.10715 1.8860 1.8171 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 346 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.88161 0.77683E-001 0.51821E-002 0.87643 0.84252 + 327 0.88161 0.77683E-001 0.51821E-002 0.87643 0.84252 + 102 0.88161 0.77683E-001 0.51821E-002 0.87643 0.84252 + 102 0.88161 0.77683E-001 0.51821E-002 0.87643 0.84252 + 99 0.88161 0.77683E-001 0.51821E-002 0.87643 0.84252 + 99 0.88161 0.77683E-001 0.51821E-002 0.87643 0.84252 + 99 0.88161 0.77683E-001 0.51821E-002 0.87643 0.84252 + 99 0.88161 0.77683E-001 0.51821E-002 0.87643 0.84252 + + ELEMENT= 347 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.45296 0.49304E-001-0.24439E-001 0.47740 0.44514 + 327 0.45296 0.49304E-001-0.24439E-001 0.47740 0.44514 + 99 0.45296 0.49304E-001-0.24439E-001 0.47740 0.44514 + 99 0.45296 0.49304E-001-0.24439E-001 0.47740 0.44514 + 275 0.45296 0.49304E-001-0.24439E-001 0.47740 0.44514 + 275 0.45296 0.49304E-001-0.24439E-001 0.47740 0.44514 + 275 0.45296 0.49304E-001-0.24439E-001 0.47740 0.44514 + 275 0.45296 0.49304E-001-0.24439E-001 0.47740 0.44514 + + ELEMENT= 348 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.41571 -0.22694E-001-0.69579E-001 0.48529 0.46363 + 312 0.41571 -0.22694E-001-0.69579E-001 0.48529 0.46363 + 327 0.41571 -0.22694E-001-0.69579E-001 0.48529 0.46363 + 327 0.41571 -0.22694E-001-0.69579E-001 0.48529 0.46363 + 316 0.41571 -0.22694E-001-0.69579E-001 0.48529 0.46363 + 316 0.41571 -0.22694E-001-0.69579E-001 0.48529 0.46363 + 316 0.41571 -0.22694E-001-0.69579E-001 0.48529 0.46363 + 316 0.41571 -0.22694E-001-0.69579E-001 0.48529 0.46363 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 349 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 0.48377E-001-0.73876E-001-0.85110 0.89947 0.84500 + 63 0.48377E-001-0.73876E-001-0.85110 0.89947 0.84500 + 228 0.48377E-001-0.73876E-001-0.85110 0.89947 0.84500 + 228 0.48377E-001-0.73876E-001-0.85110 0.89947 0.84500 + 176 0.48377E-001-0.73876E-001-0.85110 0.89947 0.84500 + 176 0.48377E-001-0.73876E-001-0.85110 0.89947 0.84500 + 176 0.48377E-001-0.73876E-001-0.85110 0.89947 0.84500 + 176 0.48377E-001-0.73876E-001-0.85110 0.89947 0.84500 + + ELEMENT= 350 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.81285E-001-0.93898E-001-0.54606 0.62735 0.56067 + 64 0.81285E-001-0.93898E-001-0.54606 0.62735 0.56067 + 295 0.81285E-001-0.93898E-001-0.54606 0.62735 0.56067 + 295 0.81285E-001-0.93898E-001-0.54606 0.62735 0.56067 + 173 0.81285E-001-0.93898E-001-0.54606 0.62735 0.56067 + 173 0.81285E-001-0.93898E-001-0.54606 0.62735 0.56067 + 173 0.81285E-001-0.93898E-001-0.54606 0.62735 0.56067 + 173 0.81285E-001-0.93898E-001-0.54606 0.62735 0.56067 + + ELEMENT= 351 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 -0.92202E-002-0.77334E-001-0.91857 0.90935 0.87727 + 280 -0.92202E-002-0.77334E-001-0.91857 0.90935 0.87727 + 138 -0.92202E-002-0.77334E-001-0.91857 0.90935 0.87727 + 138 -0.92202E-002-0.77334E-001-0.91857 0.90935 0.87727 + 135 -0.92202E-002-0.77334E-001-0.91857 0.90935 0.87727 + 135 -0.92202E-002-0.77334E-001-0.91857 0.90935 0.87727 + 135 -0.92202E-002-0.77334E-001-0.91857 0.90935 0.87727 + 135 -0.92202E-002-0.77334E-001-0.91857 0.90935 0.87727 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 352 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.30261E-001-0.26216 -0.43180 0.46206 0.40483 + 190 0.30261E-001-0.26216 -0.43180 0.46206 0.40483 + 214 0.30261E-001-0.26216 -0.43180 0.46206 0.40483 + 214 0.30261E-001-0.26216 -0.43180 0.46206 0.40483 + 217 0.30261E-001-0.26216 -0.43180 0.46206 0.40483 + 217 0.30261E-001-0.26216 -0.43180 0.46206 0.40483 + 217 0.30261E-001-0.26216 -0.43180 0.46206 0.40483 + 217 0.30261E-001-0.26216 -0.43180 0.46206 0.40483 + + ELEMENT= 353 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 0.68216 0.10311 -0.22540 0.90755 0.79588 + 303 0.68216 0.10311 -0.22540 0.90755 0.79588 + 126 0.68216 0.10311 -0.22540 0.90755 0.79588 + 126 0.68216 0.10311 -0.22540 0.90755 0.79588 + 258 0.68216 0.10311 -0.22540 0.90755 0.79588 + 258 0.68216 0.10311 -0.22540 0.90755 0.79588 + 258 0.68216 0.10311 -0.22540 0.90755 0.79588 + 258 0.68216 0.10311 -0.22540 0.90755 0.79588 + + ELEMENT= 354 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 1.9971 0.23166E-002-0.11956 2.1167 2.0585 + 233 1.9971 0.23166E-002-0.11956 2.1167 2.0585 + 237 1.9971 0.23166E-002-0.11956 2.1167 2.0585 + 237 1.9971 0.23166E-002-0.11956 2.1167 2.0585 + 95 1.9971 0.23166E-002-0.11956 2.1167 2.0585 + 95 1.9971 0.23166E-002-0.11956 2.1167 2.0585 + 95 1.9971 0.23166E-002-0.11956 2.1167 2.0585 + 95 1.9971 0.23166E-002-0.11956 2.1167 2.0585 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 355 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 1.7537 0.28464 -0.80283E-001 1.8340 1.6815 + 219 1.7537 0.28464 -0.80283E-001 1.8340 1.6815 + 215 1.7537 0.28464 -0.80283E-001 1.8340 1.6815 + 215 1.7537 0.28464 -0.80283E-001 1.8340 1.6815 + 232 1.7537 0.28464 -0.80283E-001 1.8340 1.6815 + 232 1.7537 0.28464 -0.80283E-001 1.8340 1.6815 + 232 1.7537 0.28464 -0.80283E-001 1.8340 1.6815 + 232 1.7537 0.28464 -0.80283E-001 1.8340 1.6815 + + ELEMENT= 356 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.41026 0.20909 0.75059E-001 0.33520 0.29223 + 314 0.41026 0.20909 0.75059E-001 0.33520 0.29223 + 275 0.41026 0.20909 0.75059E-001 0.33520 0.29223 + 275 0.41026 0.20909 0.75059E-001 0.33520 0.29223 + 96 0.41026 0.20909 0.75059E-001 0.33520 0.29223 + 96 0.41026 0.20909 0.75059E-001 0.33520 0.29223 + 96 0.41026 0.20909 0.75059E-001 0.33520 0.29223 + 96 0.41026 0.20909 0.75059E-001 0.33520 0.29223 + + ELEMENT= 357 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.35734 0.42465E-001-0.75860E-001 0.43320 0.38782 + 275 0.35734 0.42465E-001-0.75860E-001 0.43320 0.38782 + 314 0.35734 0.42465E-001-0.75860E-001 0.43320 0.38782 + 314 0.35734 0.42465E-001-0.75860E-001 0.43320 0.38782 + 274 0.35734 0.42465E-001-0.75860E-001 0.43320 0.38782 + 274 0.35734 0.42465E-001-0.75860E-001 0.43320 0.38782 + 274 0.35734 0.42465E-001-0.75860E-001 0.43320 0.38782 + 274 0.35734 0.42465E-001-0.75860E-001 0.43320 0.38782 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 358 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.39591 -0.19869 -1.9085 2.3044 2.0721 + 2 0.39591 -0.19869 -1.9085 2.3044 2.0721 + 33 0.39591 -0.19869 -1.9085 2.3044 2.0721 + 33 0.39591 -0.19869 -1.9085 2.3044 2.0721 + 96 0.39591 -0.19869 -1.9085 2.3044 2.0721 + 96 0.39591 -0.19869 -1.9085 2.3044 2.0721 + 96 0.39591 -0.19869 -1.9085 2.3044 2.0721 + 96 0.39591 -0.19869 -1.9085 2.3044 2.0721 + + ELEMENT= 359 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 1.4858 0.32434 -0.95753 2.4433 2.1169 + 2 1.4858 0.32434 -0.95753 2.4433 2.1169 + 167 1.4858 0.32434 -0.95753 2.4433 2.1169 + 167 1.4858 0.32434 -0.95753 2.4433 2.1169 + 33 1.4858 0.32434 -0.95753 2.4433 2.1169 + 33 1.4858 0.32434 -0.95753 2.4433 2.1169 + 33 1.4858 0.32434 -0.95753 2.4433 2.1169 + 33 1.4858 0.32434 -0.95753 2.4433 2.1169 + + ELEMENT= 360 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.43149 0.42704E-001-0.43942 0.87092 0.75568 + 315 0.43149 0.42704E-001-0.43942 0.87092 0.75568 + 311 0.43149 0.42704E-001-0.43942 0.87092 0.75568 + 311 0.43149 0.42704E-001-0.43942 0.87092 0.75568 + 71 0.43149 0.42704E-001-0.43942 0.87092 0.75568 + 71 0.43149 0.42704E-001-0.43942 0.87092 0.75568 + 71 0.43149 0.42704E-001-0.43942 0.87092 0.75568 + 71 0.43149 0.42704E-001-0.43942 0.87092 0.75568 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 361 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.29436 -0.24582 -2.4297 2.7241 2.4982 + 2 0.29436 -0.24582 -2.4297 2.7241 2.4982 + 12 0.29436 -0.24582 -2.4297 2.7241 2.4982 + 12 0.29436 -0.24582 -2.4297 2.7241 2.4982 + 11 0.29436 -0.24582 -2.4297 2.7241 2.4982 + 11 0.29436 -0.24582 -2.4297 2.7241 2.4982 + 11 0.29436 -0.24582 -2.4297 2.7241 2.4982 + 11 0.29436 -0.24582 -2.4297 2.7241 2.4982 + + ELEMENT= 362 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.31721 0.15984 -0.44536 0.76257 0.69733 + 11 0.31721 0.15984 -0.44536 0.76257 0.69733 + 12 0.31721 0.15984 -0.44536 0.76257 0.69733 + 12 0.31721 0.15984 -0.44536 0.76257 0.69733 + 71 0.31721 0.15984 -0.44536 0.76257 0.69733 + 71 0.31721 0.15984 -0.44536 0.76257 0.69733 + 71 0.31721 0.15984 -0.44536 0.76257 0.69733 + 71 0.31721 0.15984 -0.44536 0.76257 0.69733 + + ELEMENT= 363 SOLID185 + NODE S1 S2 S3 SINT SEQV + 226 0.86030 0.23243E-001-0.11263E-001 0.87156 0.85483 + 265 0.86030 0.23243E-001-0.11263E-001 0.87156 0.85483 + 107 0.86030 0.23243E-001-0.11263E-001 0.87156 0.85483 + 107 0.86030 0.23243E-001-0.11263E-001 0.87156 0.85483 + 297 0.86030 0.23243E-001-0.11263E-001 0.87156 0.85483 + 297 0.86030 0.23243E-001-0.11263E-001 0.87156 0.85483 + 297 0.86030 0.23243E-001-0.11263E-001 0.87156 0.85483 + 297 0.86030 0.23243E-001-0.11263E-001 0.87156 0.85483 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 364 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.58129 -0.56374E-001-0.33354 0.91482 0.81251 + 225 0.58129 -0.56374E-001-0.33354 0.91482 0.81251 + 265 0.58129 -0.56374E-001-0.33354 0.91482 0.81251 + 265 0.58129 -0.56374E-001-0.33354 0.91482 0.81251 + 226 0.58129 -0.56374E-001-0.33354 0.91482 0.81251 + 226 0.58129 -0.56374E-001-0.33354 0.91482 0.81251 + 226 0.58129 -0.56374E-001-0.33354 0.91482 0.81251 + 226 0.58129 -0.56374E-001-0.33354 0.91482 0.81251 + + ELEMENT= 365 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.60246 0.14622 -0.24460 0.84706 0.73431 + 201 0.60246 0.14622 -0.24460 0.84706 0.73431 + 226 0.60246 0.14622 -0.24460 0.84706 0.73431 + 226 0.60246 0.14622 -0.24460 0.84706 0.73431 + 265 0.60246 0.14622 -0.24460 0.84706 0.73431 + 265 0.60246 0.14622 -0.24460 0.84706 0.73431 + 265 0.60246 0.14622 -0.24460 0.84706 0.73431 + 265 0.60246 0.14622 -0.24460 0.84706 0.73431 + + ELEMENT= 366 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.54737 -0.17335E-001-0.17394 0.72131 0.65716 + 305 0.54737 -0.17335E-001-0.17394 0.72131 0.65716 + 226 0.54737 -0.17335E-001-0.17394 0.72131 0.65716 + 226 0.54737 -0.17335E-001-0.17394 0.72131 0.65716 + 307 0.54737 -0.17335E-001-0.17394 0.72131 0.65716 + 307 0.54737 -0.17335E-001-0.17394 0.72131 0.65716 + 307 0.54737 -0.17335E-001-0.17394 0.72131 0.65716 + 307 0.54737 -0.17335E-001-0.17394 0.72131 0.65716 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 367 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.57822 0.79147E-001-0.18388 0.76211 0.67047 + 226 0.57822 0.79147E-001-0.18388 0.76211 0.67047 + 278 0.57822 0.79147E-001-0.18388 0.76211 0.67047 + 278 0.57822 0.79147E-001-0.18388 0.76211 0.67047 + 175 0.57822 0.79147E-001-0.18388 0.76211 0.67047 + 175 0.57822 0.79147E-001-0.18388 0.76211 0.67047 + 175 0.57822 0.79147E-001-0.18388 0.76211 0.67047 + 175 0.57822 0.79147E-001-0.18388 0.76211 0.67047 + + ELEMENT= 368 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 0.16914 -0.10944 -2.6099 2.7791 2.6508 + 57 0.16914 -0.10944 -2.6099 2.7791 2.6508 + 58 0.16914 -0.10944 -2.6099 2.7791 2.6508 + 58 0.16914 -0.10944 -2.6099 2.7791 2.6508 + 156 0.16914 -0.10944 -2.6099 2.7791 2.6508 + 156 0.16914 -0.10944 -2.6099 2.7791 2.6508 + 156 0.16914 -0.10944 -2.6099 2.7791 2.6508 + 156 0.16914 -0.10944 -2.6099 2.7791 2.6508 + + ELEMENT= 369 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.23566 -0.46955E-001-0.16841 0.40407 0.35909 + 226 0.23566 -0.46955E-001-0.16841 0.40407 0.35909 + 290 0.23566 -0.46955E-001-0.16841 0.40407 0.35909 + 290 0.23566 -0.46955E-001-0.16841 0.40407 0.35909 + 279 0.23566 -0.46955E-001-0.16841 0.40407 0.35909 + 279 0.23566 -0.46955E-001-0.16841 0.40407 0.35909 + 279 0.23566 -0.46955E-001-0.16841 0.40407 0.35909 + 279 0.23566 -0.46955E-001-0.16841 0.40407 0.35909 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 370 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.88097 0.15901 -0.41987E-001 0.92296 0.84067 + 306 0.88097 0.15901 -0.41987E-001 0.92296 0.84067 + 101 0.88097 0.15901 -0.41987E-001 0.92296 0.84067 + 101 0.88097 0.15901 -0.41987E-001 0.92296 0.84067 + 104 0.88097 0.15901 -0.41987E-001 0.92296 0.84067 + 104 0.88097 0.15901 -0.41987E-001 0.92296 0.84067 + 104 0.88097 0.15901 -0.41987E-001 0.92296 0.84067 + 104 0.88097 0.15901 -0.41987E-001 0.92296 0.84067 + + ELEMENT= 371 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.70797 0.38505E-001 0.66191E-002 0.70135 0.68597 + 305 0.70797 0.38505E-001 0.66191E-002 0.70135 0.68597 + 307 0.70797 0.38505E-001 0.66191E-002 0.70135 0.68597 + 307 0.70797 0.38505E-001 0.66191E-002 0.70135 0.68597 + 104 0.70797 0.38505E-001 0.66191E-002 0.70135 0.68597 + 104 0.70797 0.38505E-001 0.66191E-002 0.70135 0.68597 + 104 0.70797 0.38505E-001 0.66191E-002 0.70135 0.68597 + 104 0.70797 0.38505E-001 0.66191E-002 0.70135 0.68597 + + ELEMENT= 372 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.46836 0.46864E-001-0.15079 0.61916 0.54776 + 226 0.46836 0.46864E-001-0.15079 0.61916 0.54776 + 279 0.46836 0.46864E-001-0.15079 0.61916 0.54776 + 279 0.46836 0.46864E-001-0.15079 0.61916 0.54776 + 290 0.46836 0.46864E-001-0.15079 0.61916 0.54776 + 290 0.46836 0.46864E-001-0.15079 0.61916 0.54776 + 290 0.46836 0.46864E-001-0.15079 0.61916 0.54776 + 290 0.46836 0.46864E-001-0.15079 0.61916 0.54776 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 373 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.32432 0.23851E-001-0.11280 0.43713 0.38732 + 291 0.32432 0.23851E-001-0.11280 0.43713 0.38732 + 161 0.32432 0.23851E-001-0.11280 0.43713 0.38732 + 161 0.32432 0.23851E-001-0.11280 0.43713 0.38732 + 274 0.32432 0.23851E-001-0.11280 0.43713 0.38732 + 274 0.32432 0.23851E-001-0.11280 0.43713 0.38732 + 274 0.32432 0.23851E-001-0.11280 0.43713 0.38732 + 274 0.32432 0.23851E-001-0.11280 0.43713 0.38732 + + ELEMENT= 374 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 2.6346 0.37886 0.20824 2.4263 2.3457 + 69 2.6346 0.37886 0.20824 2.4263 2.3457 + 1 2.6346 0.37886 0.20824 2.4263 2.3457 + 1 2.6346 0.37886 0.20824 2.4263 2.3457 + 9 2.6346 0.37886 0.20824 2.4263 2.3457 + 9 2.6346 0.37886 0.20824 2.4263 2.3457 + 9 2.6346 0.37886 0.20824 2.4263 2.3457 + 9 2.6346 0.37886 0.20824 2.4263 2.3457 + + ELEMENT= 375 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.28311 -0.37528E-001-0.33998 0.62309 0.53969 + 291 0.28311 -0.37528E-001-0.33998 0.62309 0.53969 + 254 0.28311 -0.37528E-001-0.33998 0.62309 0.53969 + 254 0.28311 -0.37528E-001-0.33998 0.62309 0.53969 + 168 0.28311 -0.37528E-001-0.33998 0.62309 0.53969 + 168 0.28311 -0.37528E-001-0.33998 0.62309 0.53969 + 168 0.28311 -0.37528E-001-0.33998 0.62309 0.53969 + 168 0.28311 -0.37528E-001-0.33998 0.62309 0.53969 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 376 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.37571 0.99380E-001 0.17563E-002 0.37396 0.33596 + 330 0.37571 0.99380E-001 0.17563E-002 0.37396 0.33596 + 101 0.37571 0.99380E-001 0.17563E-002 0.37396 0.33596 + 101 0.37571 0.99380E-001 0.17563E-002 0.37396 0.33596 + 306 0.37571 0.99380E-001 0.17563E-002 0.37396 0.33596 + 306 0.37571 0.99380E-001 0.17563E-002 0.37396 0.33596 + 306 0.37571 0.99380E-001 0.17563E-002 0.37396 0.33596 + 306 0.37571 0.99380E-001 0.17563E-002 0.37396 0.33596 + + ELEMENT= 377 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.63359E-001-0.92728E-001-0.43001 0.49337 0.43677 + 252 0.63359E-001-0.92728E-001-0.43001 0.49337 0.43677 + 136 0.63359E-001-0.92728E-001-0.43001 0.49337 0.43677 + 136 0.63359E-001-0.92728E-001-0.43001 0.49337 0.43677 + 137 0.63359E-001-0.92728E-001-0.43001 0.49337 0.43677 + 137 0.63359E-001-0.92728E-001-0.43001 0.49337 0.43677 + 137 0.63359E-001-0.92728E-001-0.43001 0.49337 0.43677 + 137 0.63359E-001-0.92728E-001-0.43001 0.49337 0.43677 + + ELEMENT= 378 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 -0.23985E-003-0.14935 -0.20609 0.20585 0.18415 + 133 -0.23985E-003-0.14935 -0.20609 0.20585 0.18415 + 263 -0.23985E-003-0.14935 -0.20609 0.20585 0.18415 + 263 -0.23985E-003-0.14935 -0.20609 0.20585 0.18415 + 309 -0.23985E-003-0.14935 -0.20609 0.20585 0.18415 + 309 -0.23985E-003-0.14935 -0.20609 0.20585 0.18415 + 309 -0.23985E-003-0.14935 -0.20609 0.20585 0.18415 + 309 -0.23985E-003-0.14935 -0.20609 0.20585 0.18415 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 379 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.15355 -0.32494E-001-0.42431 0.57786 0.51091 + 271 0.15355 -0.32494E-001-0.42431 0.57786 0.51091 + 250 0.15355 -0.32494E-001-0.42431 0.57786 0.51091 + 250 0.15355 -0.32494E-001-0.42431 0.57786 0.51091 + 252 0.15355 -0.32494E-001-0.42431 0.57786 0.51091 + 252 0.15355 -0.32494E-001-0.42431 0.57786 0.51091 + 252 0.15355 -0.32494E-001-0.42431 0.57786 0.51091 + 252 0.15355 -0.32494E-001-0.42431 0.57786 0.51091 + + ELEMENT= 380 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.20325 0.55116E-001-0.70219E-001 0.27346 0.23710 + 163 0.20325 0.55116E-001-0.70219E-001 0.27346 0.23710 + 282 0.20325 0.55116E-001-0.70219E-001 0.27346 0.23710 + 282 0.20325 0.55116E-001-0.70219E-001 0.27346 0.23710 + 274 0.20325 0.55116E-001-0.70219E-001 0.27346 0.23710 + 274 0.20325 0.55116E-001-0.70219E-001 0.27346 0.23710 + 274 0.20325 0.55116E-001-0.70219E-001 0.27346 0.23710 + 274 0.20325 0.55116E-001-0.70219E-001 0.27346 0.23710 + + ELEMENT= 381 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.43103 -0.26937E-001-0.12372 0.55475 0.51325 + 32 0.43103 -0.26937E-001-0.12372 0.55475 0.51325 + 310 0.43103 -0.26937E-001-0.12372 0.55475 0.51325 + 310 0.43103 -0.26937E-001-0.12372 0.55475 0.51325 + 69 0.43103 -0.26937E-001-0.12372 0.55475 0.51325 + 69 0.43103 -0.26937E-001-0.12372 0.55475 0.51325 + 69 0.43103 -0.26937E-001-0.12372 0.55475 0.51325 + 69 0.43103 -0.26937E-001-0.12372 0.55475 0.51325 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 382 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 -0.14697 -0.40007 -1.1125 0.96548 0.86710 + 134 -0.14697 -0.40007 -1.1125 0.96548 0.86710 + 32 -0.14697 -0.40007 -1.1125 0.96548 0.86710 + 32 -0.14697 -0.40007 -1.1125 0.96548 0.86710 + 31 -0.14697 -0.40007 -1.1125 0.96548 0.86710 + 31 -0.14697 -0.40007 -1.1125 0.96548 0.86710 + 31 -0.14697 -0.40007 -1.1125 0.96548 0.86710 + 31 -0.14697 -0.40007 -1.1125 0.96548 0.86710 + + ELEMENT= 383 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 0.59373E-001-0.12056 -0.93691 0.99628 0.91961 + 227 0.59373E-001-0.12056 -0.93691 0.99628 0.91961 + 279 0.59373E-001-0.12056 -0.93691 0.99628 0.91961 + 279 0.59373E-001-0.12056 -0.93691 0.99628 0.91961 + 277 0.59373E-001-0.12056 -0.93691 0.99628 0.91961 + 277 0.59373E-001-0.12056 -0.93691 0.99628 0.91961 + 277 0.59373E-001-0.12056 -0.93691 0.99628 0.91961 + 277 0.59373E-001-0.12056 -0.93691 0.99628 0.91961 + + ELEMENT= 384 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 0.12425 -0.35863E-001-0.53586 0.66011 0.59639 + 281 0.12425 -0.35863E-001-0.53586 0.66011 0.59639 + 139 0.12425 -0.35863E-001-0.53586 0.66011 0.59639 + 139 0.12425 -0.35863E-001-0.53586 0.66011 0.59639 + 252 0.12425 -0.35863E-001-0.53586 0.66011 0.59639 + 252 0.12425 -0.35863E-001-0.53586 0.66011 0.59639 + 252 0.12425 -0.35863E-001-0.53586 0.66011 0.59639 + 252 0.12425 -0.35863E-001-0.53586 0.66011 0.59639 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 385 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.22554 -0.66102E-001-0.72429 0.94983 0.84275 + 173 0.22554 -0.66102E-001-0.72429 0.94983 0.84275 + 295 0.22554 -0.66102E-001-0.72429 0.94983 0.84275 + 295 0.22554 -0.66102E-001-0.72429 0.94983 0.84275 + 277 0.22554 -0.66102E-001-0.72429 0.94983 0.84275 + 277 0.22554 -0.66102E-001-0.72429 0.94983 0.84275 + 277 0.22554 -0.66102E-001-0.72429 0.94983 0.84275 + 277 0.22554 -0.66102E-001-0.72429 0.94983 0.84275 + + ELEMENT= 386 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.46398 0.20093E-001-0.15966 0.62364 0.55600 + 278 0.46398 0.20093E-001-0.15966 0.62364 0.55600 + 290 0.46398 0.20093E-001-0.15966 0.62364 0.55600 + 290 0.46398 0.20093E-001-0.15966 0.62364 0.55600 + 285 0.46398 0.20093E-001-0.15966 0.62364 0.55600 + 285 0.46398 0.20093E-001-0.15966 0.62364 0.55600 + 285 0.46398 0.20093E-001-0.15966 0.62364 0.55600 + 285 0.46398 0.20093E-001-0.15966 0.62364 0.55600 + + ELEMENT= 387 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.40185E-002-0.13246 -0.53228 0.53630 0.48275 + 295 0.40185E-002-0.13246 -0.53228 0.53630 0.48275 + 135 0.40185E-002-0.13246 -0.53228 0.53630 0.48275 + 135 0.40185E-002-0.13246 -0.53228 0.53630 0.48275 + 280 0.40185E-002-0.13246 -0.53228 0.53630 0.48275 + 280 0.40185E-002-0.13246 -0.53228 0.53630 0.48275 + 280 0.40185E-002-0.13246 -0.53228 0.53630 0.48275 + 280 0.40185E-002-0.13246 -0.53228 0.53630 0.48275 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 388 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 0.67993 -0.54950E-001-0.82778 1.5077 1.3059 + 69 0.67993 -0.54950E-001-0.82778 1.5077 1.3059 + 9 0.67993 -0.54950E-001-0.82778 1.5077 1.3059 + 9 0.67993 -0.54950E-001-0.82778 1.5077 1.3059 + 70 0.67993 -0.54950E-001-0.82778 1.5077 1.3059 + 70 0.67993 -0.54950E-001-0.82778 1.5077 1.3059 + 70 0.67993 -0.54950E-001-0.82778 1.5077 1.3059 + 70 0.67993 -0.54950E-001-0.82778 1.5077 1.3059 + + ELEMENT= 389 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 0.36528E-001-0.13448 -0.87405 0.91058 0.83826 + 228 0.36528E-001-0.13448 -0.87405 0.91058 0.83826 + 277 0.36528E-001-0.13448 -0.87405 0.91058 0.83826 + 277 0.36528E-001-0.13448 -0.87405 0.91058 0.83826 + 176 0.36528E-001-0.13448 -0.87405 0.91058 0.83826 + 176 0.36528E-001-0.13448 -0.87405 0.91058 0.83826 + 176 0.36528E-001-0.13448 -0.87405 0.91058 0.83826 + 176 0.36528E-001-0.13448 -0.87405 0.91058 0.83826 + + ELEMENT= 390 SOLID185 + NODE S1 S2 S3 SINT SEQV + 139 0.70473E-001-0.34894E-001-0.70477 0.77525 0.72830 + 280 0.70473E-001-0.34894E-001-0.70477 0.77525 0.72830 + 227 0.70473E-001-0.34894E-001-0.70477 0.77525 0.72830 + 227 0.70473E-001-0.34894E-001-0.70477 0.77525 0.72830 + 281 0.70473E-001-0.34894E-001-0.70477 0.77525 0.72830 + 281 0.70473E-001-0.34894E-001-0.70477 0.77525 0.72830 + 281 0.70473E-001-0.34894E-001-0.70477 0.77525 0.72830 + 281 0.70473E-001-0.34894E-001-0.70477 0.77525 0.72830 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 391 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 0.17268 -0.56028E-001 -1.6633 1.8360 1.7330 + 245 0.17268 -0.56028E-001 -1.6633 1.8360 1.7330 + 25 0.17268 -0.56028E-001 -1.6633 1.8360 1.7330 + 25 0.17268 -0.56028E-001 -1.6633 1.8360 1.7330 + 155 0.17268 -0.56028E-001 -1.6633 1.8360 1.7330 + 155 0.17268 -0.56028E-001 -1.6633 1.8360 1.7330 + 155 0.17268 -0.56028E-001 -1.6633 1.8360 1.7330 + 155 0.17268 -0.56028E-001 -1.6633 1.8360 1.7330 + + ELEMENT= 392 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.36073 0.11675 -0.13450 0.49523 0.42890 + 91 0.36073 0.11675 -0.13450 0.49523 0.42890 + 94 0.36073 0.11675 -0.13450 0.49523 0.42890 + 94 0.36073 0.11675 -0.13450 0.49523 0.42890 + 90 0.36073 0.11675 -0.13450 0.49523 0.42890 + 90 0.36073 0.11675 -0.13450 0.49523 0.42890 + 90 0.36073 0.11675 -0.13450 0.49523 0.42890 + 90 0.36073 0.11675 -0.13450 0.49523 0.42890 + + ELEMENT= 393 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.83942E-001-0.20933E-001-0.81571 0.89965 0.85207 + 258 0.83942E-001-0.20933E-001-0.81571 0.89965 0.85207 + 93 0.83942E-001-0.20933E-001-0.81571 0.89965 0.85207 + 93 0.83942E-001-0.20933E-001-0.81571 0.89965 0.85207 + 94 0.83942E-001-0.20933E-001-0.81571 0.89965 0.85207 + 94 0.83942E-001-0.20933E-001-0.81571 0.89965 0.85207 + 94 0.83942E-001-0.20933E-001-0.81571 0.89965 0.85207 + 94 0.83942E-001-0.20933E-001-0.81571 0.89965 0.85207 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 394 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 -0.23069E-001-0.37417 -2.8626 2.8396 2.6813 + 216 -0.23069E-001-0.37417 -2.8626 2.8396 2.6813 + 155 -0.23069E-001-0.37417 -2.8626 2.8396 2.6813 + 155 -0.23069E-001-0.37417 -2.8626 2.8396 2.6813 + 158 -0.23069E-001-0.37417 -2.8626 2.8396 2.6813 + 158 -0.23069E-001-0.37417 -2.8626 2.8396 2.6813 + 158 -0.23069E-001-0.37417 -2.8626 2.8396 2.6813 + 158 -0.23069E-001-0.37417 -2.8626 2.8396 2.6813 + + ELEMENT= 395 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.23880 -0.40104E-001-0.67758 0.91638 0.81361 + 215 0.23880 -0.40104E-001-0.67758 0.91638 0.81361 + 221 0.23880 -0.40104E-001-0.67758 0.91638 0.81361 + 221 0.23880 -0.40104E-001-0.67758 0.91638 0.81361 + 216 0.23880 -0.40104E-001-0.67758 0.91638 0.81361 + 216 0.23880 -0.40104E-001-0.67758 0.91638 0.81361 + 216 0.23880 -0.40104E-001-0.67758 0.91638 0.81361 + 216 0.23880 -0.40104E-001-0.67758 0.91638 0.81361 + + ELEMENT= 396 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.53312E-001-0.14210 -1.7004 1.7538 1.6647 + 256 0.53312E-001-0.14210 -1.7004 1.7538 1.6647 + 245 0.53312E-001-0.14210 -1.7004 1.7538 1.6647 + 245 0.53312E-001-0.14210 -1.7004 1.7538 1.6647 + 90 0.53312E-001-0.14210 -1.7004 1.7538 1.6647 + 90 0.53312E-001-0.14210 -1.7004 1.7538 1.6647 + 90 0.53312E-001-0.14210 -1.7004 1.7538 1.6647 + 90 0.53312E-001-0.14210 -1.7004 1.7538 1.6647 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 397 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.88992 0.71399E-001-0.11919E-001 0.90184 0.86321 + 105 0.88992 0.71399E-001-0.11919E-001 0.90184 0.86321 + 322 0.88992 0.71399E-001-0.11919E-001 0.90184 0.86321 + 322 0.88992 0.71399E-001-0.11919E-001 0.90184 0.86321 + 331 0.88992 0.71399E-001-0.11919E-001 0.90184 0.86321 + 331 0.88992 0.71399E-001-0.11919E-001 0.90184 0.86321 + 331 0.88992 0.71399E-001-0.11919E-001 0.90184 0.86321 + 331 0.88992 0.71399E-001-0.11919E-001 0.90184 0.86321 + + ELEMENT= 398 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 0.85093 0.27312E-001-0.28498E-001 0.87943 0.85289 + 327 0.85093 0.27312E-001-0.28498E-001 0.87943 0.85289 + 316 0.85093 0.27312E-001-0.28498E-001 0.87943 0.85289 + 316 0.85093 0.27312E-001-0.28498E-001 0.87943 0.85289 + 331 0.85093 0.27312E-001-0.28498E-001 0.87943 0.85289 + 331 0.85093 0.27312E-001-0.28498E-001 0.87943 0.85289 + 331 0.85093 0.27312E-001-0.28498E-001 0.87943 0.85289 + 331 0.85093 0.27312E-001-0.28498E-001 0.87943 0.85289 + + ELEMENT= 399 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.81853 0.58182E-001-0.13007 0.94860 0.86989 + 77 0.81853 0.58182E-001-0.13007 0.94860 0.86989 + 322 0.81853 0.58182E-001-0.13007 0.94860 0.86989 + 322 0.81853 0.58182E-001-0.13007 0.94860 0.86989 + 316 0.81853 0.58182E-001-0.13007 0.94860 0.86989 + 316 0.81853 0.58182E-001-0.13007 0.94860 0.86989 + 316 0.81853 0.58182E-001-0.13007 0.94860 0.86989 + 316 0.81853 0.58182E-001-0.13007 0.94860 0.86989 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 400 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 0.66528 0.20883E-001-0.79642E-001 0.74492 0.70009 + 316 0.66528 0.20883E-001-0.79642E-001 0.74492 0.70009 + 77 0.66528 0.20883E-001-0.79642E-001 0.74492 0.70009 + 77 0.66528 0.20883E-001-0.79642E-001 0.74492 0.70009 + 80 0.66528 0.20883E-001-0.79642E-001 0.74492 0.70009 + 80 0.66528 0.20883E-001-0.79642E-001 0.74492 0.70009 + 80 0.66528 0.20883E-001-0.79642E-001 0.74492 0.70009 + 80 0.66528 0.20883E-001-0.79642E-001 0.74492 0.70009 + + ELEMENT= 401 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 1.9707 -0.17658E-001-0.14720 2.1179 2.0562 + 120 1.9707 -0.17658E-001-0.14720 2.1179 2.0562 + 237 1.9707 -0.17658E-001-0.14720 2.1179 2.0562 + 237 1.9707 -0.17658E-001-0.14720 2.1179 2.0562 + 20 1.9707 -0.17658E-001-0.14720 2.1179 2.0562 + 20 1.9707 -0.17658E-001-0.14720 2.1179 2.0562 + 20 1.9707 -0.17658E-001-0.14720 2.1179 2.0562 + 20 1.9707 -0.17658E-001-0.14720 2.1179 2.0562 + + ELEMENT= 402 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.7979 0.17283 0.41739E-001 1.7562 1.6944 + 234 1.7979 0.17283 0.41739E-001 1.7562 1.6944 + 118 1.7979 0.17283 0.41739E-001 1.7562 1.6944 + 118 1.7979 0.17283 0.41739E-001 1.7562 1.6944 + 219 1.7979 0.17283 0.41739E-001 1.7562 1.6944 + 219 1.7979 0.17283 0.41739E-001 1.7562 1.6944 + 219 1.7979 0.17283 0.41739E-001 1.7562 1.6944 + 219 1.7979 0.17283 0.41739E-001 1.7562 1.6944 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 403 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.7135 0.37825 0.84739E-001 1.6287 1.5036 + 235 1.7135 0.37825 0.84739E-001 1.6287 1.5036 + 215 1.7135 0.37825 0.84739E-001 1.6287 1.5036 + 215 1.7135 0.37825 0.84739E-001 1.6287 1.5036 + 236 1.7135 0.37825 0.84739E-001 1.6287 1.5036 + 236 1.7135 0.37825 0.84739E-001 1.6287 1.5036 + 236 1.7135 0.37825 0.84739E-001 1.6287 1.5036 + 236 1.7135 0.37825 0.84739E-001 1.6287 1.5036 + + ELEMENT= 404 SOLID185 + NODE S1 S2 S3 SINT SEQV + 325 -0.96063E-002-0.64587E-001-0.92446 0.91485 0.88864 + 192 -0.96063E-002-0.64587E-001-0.92446 0.91485 0.88864 + 193 -0.96063E-002-0.64587E-001-0.92446 0.91485 0.88864 + 193 -0.96063E-002-0.64587E-001-0.92446 0.91485 0.88864 + 49 -0.96063E-002-0.64587E-001-0.92446 0.91485 0.88864 + 49 -0.96063E-002-0.64587E-001-0.92446 0.91485 0.88864 + 49 -0.96063E-002-0.64587E-001-0.92446 0.91485 0.88864 + 49 -0.96063E-002-0.64587E-001-0.92446 0.91485 0.88864 + + ELEMENT= 405 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.68580 0.17792 0.70312E-001 0.61549 0.56936 + 311 0.68580 0.17792 0.70312E-001 0.61549 0.56936 + 96 0.68580 0.17792 0.70312E-001 0.61549 0.56936 + 96 0.68580 0.17792 0.70312E-001 0.61549 0.56936 + 275 0.68580 0.17792 0.70312E-001 0.61549 0.56936 + 275 0.68580 0.17792 0.70312E-001 0.61549 0.56936 + 275 0.68580 0.17792 0.70312E-001 0.61549 0.56936 + 275 0.68580 0.17792 0.70312E-001 0.61549 0.56936 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 406 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 1.7345 0.26785 -0.63774E-001 1.7983 1.6575 + 219 1.7345 0.26785 -0.63774E-001 1.7983 1.6575 + 233 1.7345 0.26785 -0.63774E-001 1.7983 1.6575 + 233 1.7345 0.26785 -0.63774E-001 1.7983 1.6575 + 328 1.7345 0.26785 -0.63774E-001 1.7983 1.6575 + 328 1.7345 0.26785 -0.63774E-001 1.7983 1.6575 + 328 1.7345 0.26785 -0.63774E-001 1.7983 1.6575 + 328 1.7345 0.26785 -0.63774E-001 1.7983 1.6575 + + ELEMENT= 407 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 1.6700 0.71747E-002-0.10442 1.7744 1.7213 + 19 1.6700 0.71747E-002-0.10442 1.7744 1.7213 + 328 1.6700 0.71747E-002-0.10442 1.7744 1.7213 + 328 1.6700 0.71747E-002-0.10442 1.7744 1.7213 + 117 1.6700 0.71747E-002-0.10442 1.7744 1.7213 + 117 1.6700 0.71747E-002-0.10442 1.7744 1.7213 + 117 1.6700 0.71747E-002-0.10442 1.7744 1.7213 + 117 1.6700 0.71747E-002-0.10442 1.7744 1.7213 + + ELEMENT= 408 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.54134 -0.77431E-001-0.70566 1.2470 1.0799 + 9 0.54134 -0.77431E-001-0.70566 1.2470 1.0799 + 296 0.54134 -0.77431E-001-0.70566 1.2470 1.0799 + 296 0.54134 -0.77431E-001-0.70566 1.2470 1.0799 + 69 0.54134 -0.77431E-001-0.70566 1.2470 1.0799 + 69 0.54134 -0.77431E-001-0.70566 1.2470 1.0799 + 69 0.54134 -0.77431E-001-0.70566 1.2470 1.0799 + 69 0.54134 -0.77431E-001-0.70566 1.2470 1.0799 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 409 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.26984 -0.63774E-002-0.31747 0.58732 0.50893 + 250 0.26984 -0.63774E-002-0.31747 0.58732 0.50893 + 274 0.26984 -0.63774E-002-0.31747 0.58732 0.50893 + 274 0.26984 -0.63774E-002-0.31747 0.58732 0.50893 + 249 0.26984 -0.63774E-002-0.31747 0.58732 0.50893 + 249 0.26984 -0.63774E-002-0.31747 0.58732 0.50893 + 249 0.26984 -0.63774E-002-0.31747 0.58732 0.50893 + 249 0.26984 -0.63774E-002-0.31747 0.58732 0.50893 + + ELEMENT= 410 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.54636E-001-0.80317E-001-0.34200 0.39663 0.34929 + 286 0.54636E-001-0.80317E-001-0.34200 0.39663 0.34929 + 268 0.54636E-001-0.80317E-001-0.34200 0.39663 0.34929 + 268 0.54636E-001-0.80317E-001-0.34200 0.39663 0.34929 + 309 0.54636E-001-0.80317E-001-0.34200 0.39663 0.34929 + 309 0.54636E-001-0.80317E-001-0.34200 0.39663 0.34929 + 309 0.54636E-001-0.80317E-001-0.34200 0.39663 0.34929 + 309 0.54636E-001-0.80317E-001-0.34200 0.39663 0.34929 + + ELEMENT= 411 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.41827 -0.87942E-002-0.40637 0.82464 0.71431 + 250 0.41827 -0.87942E-002-0.40637 0.82464 0.71431 + 274 0.41827 -0.87942E-002-0.40637 0.82464 0.71431 + 274 0.41827 -0.87942E-002-0.40637 0.82464 0.71431 + 313 0.41827 -0.87942E-002-0.40637 0.82464 0.71431 + 313 0.41827 -0.87942E-002-0.40637 0.82464 0.71431 + 313 0.41827 -0.87942E-002-0.40637 0.82464 0.71431 + 313 0.41827 -0.87942E-002-0.40637 0.82464 0.71431 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 412 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.34114 0.42076E-001-0.39106 0.73219 0.63763 + 252 0.34114 0.42076E-001-0.39106 0.73219 0.63763 + 250 0.34114 0.42076E-001-0.39106 0.73219 0.63763 + 250 0.34114 0.42076E-001-0.39106 0.73219 0.63763 + 271 0.34114 0.42076E-001-0.39106 0.73219 0.63763 + 271 0.34114 0.42076E-001-0.39106 0.73219 0.63763 + 271 0.34114 0.42076E-001-0.39106 0.73219 0.63763 + 271 0.34114 0.42076E-001-0.39106 0.73219 0.63763 + + ELEMENT= 413 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.39275 -0.19019E-001-0.45890 0.85165 0.73768 + 169 0.39275 -0.19019E-001-0.45890 0.85165 0.73768 + 254 0.39275 -0.19019E-001-0.45890 0.85165 0.73768 + 254 0.39275 -0.19019E-001-0.45890 0.85165 0.73768 + 168 0.39275 -0.19019E-001-0.45890 0.85165 0.73768 + 168 0.39275 -0.19019E-001-0.45890 0.85165 0.73768 + 168 0.39275 -0.19019E-001-0.45890 0.85165 0.73768 + 168 0.39275 -0.19019E-001-0.45890 0.85165 0.73768 + + ELEMENT= 414 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.25658 -0.66627E-001-0.57049 0.82707 0.72194 + 329 0.25658 -0.66627E-001-0.57049 0.82707 0.72194 + 330 0.25658 -0.66627E-001-0.57049 0.82707 0.72194 + 330 0.25658 -0.66627E-001-0.57049 0.82707 0.72194 + 291 0.25658 -0.66627E-001-0.57049 0.82707 0.72194 + 291 0.25658 -0.66627E-001-0.57049 0.82707 0.72194 + 291 0.25658 -0.66627E-001-0.57049 0.82707 0.72194 + 291 0.25658 -0.66627E-001-0.57049 0.82707 0.72194 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 415 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.36197 -0.16723E-001-0.50609 0.86806 0.75379 + 278 0.36197 -0.16723E-001-0.50609 0.86806 0.75379 + 253 0.36197 -0.16723E-001-0.50609 0.86806 0.75379 + 253 0.36197 -0.16723E-001-0.50609 0.86806 0.75379 + 277 0.36197 -0.16723E-001-0.50609 0.86806 0.75379 + 277 0.36197 -0.16723E-001-0.50609 0.86806 0.75379 + 277 0.36197 -0.16723E-001-0.50609 0.86806 0.75379 + 277 0.36197 -0.16723E-001-0.50609 0.86806 0.75379 + + ELEMENT= 416 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.35036 -0.41070E-001-0.49227 0.84264 0.73036 + 277 0.35036 -0.41070E-001-0.49227 0.84264 0.73036 + 278 0.35036 -0.41070E-001-0.49227 0.84264 0.73036 + 278 0.35036 -0.41070E-001-0.49227 0.84264 0.73036 + 172 0.35036 -0.41070E-001-0.49227 0.84264 0.73036 + 172 0.35036 -0.41070E-001-0.49227 0.84264 0.73036 + 172 0.35036 -0.41070E-001-0.49227 0.84264 0.73036 + 172 0.35036 -0.41070E-001-0.49227 0.84264 0.73036 + + ELEMENT= 417 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 1.4625 0.26120 -0.38220 1.8447 1.6217 + 192 1.4625 0.26120 -0.38220 1.8447 1.6217 + 48 1.4625 0.26120 -0.38220 1.8447 1.6217 + 48 1.4625 0.26120 -0.38220 1.8447 1.6217 + 44 1.4625 0.26120 -0.38220 1.8447 1.6217 + 44 1.4625 0.26120 -0.38220 1.8447 1.6217 + 44 1.4625 0.26120 -0.38220 1.8447 1.6217 + 44 1.4625 0.26120 -0.38220 1.8447 1.6217 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 418 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.40114 0.90727E-001-0.34614 0.74729 0.65025 + 294 0.40114 0.90727E-001-0.34614 0.74729 0.65025 + 293 0.40114 0.90727E-001-0.34614 0.74729 0.65025 + 293 0.40114 0.90727E-001-0.34614 0.74729 0.65025 + 283 0.40114 0.90727E-001-0.34614 0.74729 0.65025 + 283 0.40114 0.90727E-001-0.34614 0.74729 0.65025 + 283 0.40114 0.90727E-001-0.34614 0.74729 0.65025 + 283 0.40114 0.90727E-001-0.34614 0.74729 0.65025 + + ELEMENT= 419 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.29516 -0.10977E-001-0.20159 0.49675 0.43406 + 254 0.29516 -0.10977E-001-0.20159 0.49675 0.43406 + 291 0.29516 -0.10977E-001-0.20159 0.49675 0.43406 + 291 0.29516 -0.10977E-001-0.20159 0.49675 0.43406 + 274 0.29516 -0.10977E-001-0.20159 0.49675 0.43406 + 274 0.29516 -0.10977E-001-0.20159 0.49675 0.43406 + 274 0.29516 -0.10977E-001-0.20159 0.49675 0.43406 + 274 0.29516 -0.10977E-001-0.20159 0.49675 0.43406 + + ELEMENT= 420 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.24882 -0.46434E-002-0.76537E-001 0.32535 0.29603 + 285 0.24882 -0.46434E-002-0.76537E-001 0.32535 0.29603 + 254 0.24882 -0.46434E-002-0.76537E-001 0.32535 0.29603 + 254 0.24882 -0.46434E-002-0.76537E-001 0.32535 0.29603 + 274 0.24882 -0.46434E-002-0.76537E-001 0.32535 0.29603 + 274 0.24882 -0.46434E-002-0.76537E-001 0.32535 0.29603 + 274 0.24882 -0.46434E-002-0.76537E-001 0.32535 0.29603 + 274 0.24882 -0.46434E-002-0.76537E-001 0.32535 0.29603 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 421 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.39042 0.31416E-001-0.29527 0.68568 0.59404 + 293 0.39042 0.31416E-001-0.29527 0.68568 0.59404 + 282 0.39042 0.31416E-001-0.29527 0.68568 0.59404 + 282 0.39042 0.31416E-001-0.29527 0.68568 0.59404 + 283 0.39042 0.31416E-001-0.29527 0.68568 0.59404 + 283 0.39042 0.31416E-001-0.29527 0.68568 0.59404 + 283 0.39042 0.31416E-001-0.29527 0.68568 0.59404 + 283 0.39042 0.31416E-001-0.29527 0.68568 0.59404 + + ELEMENT= 422 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.37297 -0.61418E-001-0.31281 0.68578 0.60091 + 170 0.37297 -0.61418E-001-0.31281 0.68578 0.60091 + 293 0.37297 -0.61418E-001-0.31281 0.68578 0.60091 + 293 0.37297 -0.61418E-001-0.31281 0.68578 0.60091 + 65 0.37297 -0.61418E-001-0.31281 0.68578 0.60091 + 65 0.37297 -0.61418E-001-0.31281 0.68578 0.60091 + 65 0.37297 -0.61418E-001-0.31281 0.68578 0.60091 + 65 0.37297 -0.61418E-001-0.31281 0.68578 0.60091 + + ELEMENT= 423 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 2.0792 0.18390 -0.40017 2.4793 2.2450 + 66 2.0792 0.18390 -0.40017 2.4793 2.2450 + 8 2.0792 0.18390 -0.40017 2.4793 2.2450 + 8 2.0792 0.18390 -0.40017 2.4793 2.2450 + 65 2.0792 0.18390 -0.40017 2.4793 2.2450 + 65 2.0792 0.18390 -0.40017 2.4793 2.2450 + 65 2.0792 0.18390 -0.40017 2.4793 2.2450 + 65 2.0792 0.18390 -0.40017 2.4793 2.2450 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 424 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 -0.34244E-001-0.15380 -0.40063 0.36639 0.32362 + 293 -0.34244E-001-0.15380 -0.40063 0.36639 0.32362 + 283 -0.34244E-001-0.15380 -0.40063 0.36639 0.32362 + 283 -0.34244E-001-0.15380 -0.40063 0.36639 0.32362 + 132 -0.34244E-001-0.15380 -0.40063 0.36639 0.32362 + 132 -0.34244E-001-0.15380 -0.40063 0.36639 0.32362 + 132 -0.34244E-001-0.15380 -0.40063 0.36639 0.32362 + 132 -0.34244E-001-0.15380 -0.40063 0.36639 0.32362 + + ELEMENT= 425 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.23217 -0.11295 -0.68920 0.92137 0.80625 + 227 0.23217 -0.11295 -0.68920 0.92137 0.80625 + 277 0.23217 -0.11295 -0.68920 0.92137 0.80625 + 277 0.23217 -0.11295 -0.68920 0.92137 0.80625 + 279 0.23217 -0.11295 -0.68920 0.92137 0.80625 + 279 0.23217 -0.11295 -0.68920 0.92137 0.80625 + 279 0.23217 -0.11295 -0.68920 0.92137 0.80625 + 279 0.23217 -0.11295 -0.68920 0.92137 0.80625 + + ELEMENT= 426 SOLID185 + NODE S1 S2 S3 SINT SEQV + 145 0.13081 -0.53161E-001-0.87627 1.0071 0.92886 + 227 0.13081 -0.53161E-001-0.87627 1.0071 0.92886 + 141 0.13081 -0.53161E-001-0.87627 1.0071 0.92886 + 141 0.13081 -0.53161E-001-0.87627 1.0071 0.92886 + 202 0.13081 -0.53161E-001-0.87627 1.0071 0.92886 + 202 0.13081 -0.53161E-001-0.87627 1.0071 0.92886 + 202 0.13081 -0.53161E-001-0.87627 1.0071 0.92886 + 202 0.13081 -0.53161E-001-0.87627 1.0071 0.92886 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 427 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 0.10942 -0.10460 -1.3178 1.4272 1.3332 + 231 0.10942 -0.10460 -1.3178 1.4272 1.3332 + 202 0.10942 -0.10460 -1.3178 1.4272 1.3332 + 202 0.10942 -0.10460 -1.3178 1.4272 1.3332 + 318 0.10942 -0.10460 -1.3178 1.4272 1.3332 + 318 0.10942 -0.10460 -1.3178 1.4272 1.3332 + 318 0.10942 -0.10460 -1.3178 1.4272 1.3332 + 318 0.10942 -0.10460 -1.3178 1.4272 1.3332 + + ELEMENT= 428 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.17403 -0.11475E-001-0.66181 0.83584 0.76026 + 182 0.17403 -0.11475E-001-0.66181 0.83584 0.76026 + 230 0.17403 -0.11475E-001-0.66181 0.83584 0.76026 + 230 0.17403 -0.11475E-001-0.66181 0.83584 0.76026 + 181 0.17403 -0.11475E-001-0.66181 0.83584 0.76026 + 181 0.17403 -0.11475E-001-0.66181 0.83584 0.76026 + 181 0.17403 -0.11475E-001-0.66181 0.83584 0.76026 + 181 0.17403 -0.11475E-001-0.66181 0.83584 0.76026 + + ELEMENT= 429 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 1.2573 0.18766 -0.21516 1.4725 1.3181 + 223 1.2573 0.18766 -0.21516 1.4725 1.3181 + 240 1.2573 0.18766 -0.21516 1.4725 1.3181 + 240 1.2573 0.18766 -0.21516 1.4725 1.3181 + 222 1.2573 0.18766 -0.21516 1.4725 1.3181 + 222 1.2573 0.18766 -0.21516 1.4725 1.3181 + 222 1.2573 0.18766 -0.21516 1.4725 1.3181 + 222 1.2573 0.18766 -0.21516 1.4725 1.3181 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 430 SOLID185 + NODE S1 S2 S3 SINT SEQV + 259 0.27039 -0.20083 -0.39731 0.66770 0.59434 + 183 0.27039 -0.20083 -0.39731 0.66770 0.59434 + 184 0.27039 -0.20083 -0.39731 0.66770 0.59434 + 184 0.27039 -0.20083 -0.39731 0.66770 0.59434 + 187 0.27039 -0.20083 -0.39731 0.66770 0.59434 + 187 0.27039 -0.20083 -0.39731 0.66770 0.59434 + 187 0.27039 -0.20083 -0.39731 0.66770 0.59434 + 187 0.27039 -0.20083 -0.39731 0.66770 0.59434 + + ELEMENT= 431 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.51460 0.24996 -0.18828 0.70288 0.61487 + 242 0.51460 0.24996 -0.18828 0.70288 0.61487 + 227 0.51460 0.24996 -0.18828 0.70288 0.61487 + 227 0.51460 0.24996 -0.18828 0.70288 0.61487 + 279 0.51460 0.24996 -0.18828 0.70288 0.61487 + 279 0.51460 0.24996 -0.18828 0.70288 0.61487 + 279 0.51460 0.24996 -0.18828 0.70288 0.61487 + 279 0.51460 0.24996 -0.18828 0.70288 0.61487 + + ELEMENT= 432 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 -0.39108E-001-0.14842 -1.4192 1.3800 1.3288 + 145 -0.39108E-001-0.14842 -1.4192 1.3800 1.3288 + 227 -0.39108E-001-0.14842 -1.4192 1.3800 1.3288 + 227 -0.39108E-001-0.14842 -1.4192 1.3800 1.3288 + 142 -0.39108E-001-0.14842 -1.4192 1.3800 1.3288 + 142 -0.39108E-001-0.14842 -1.4192 1.3800 1.3288 + 142 -0.39108E-001-0.14842 -1.4192 1.3800 1.3288 + 142 -0.39108E-001-0.14842 -1.4192 1.3800 1.3288 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 433 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 -0.67331E-001-0.10475 -0.83434 0.76700 0.74900 + 227 -0.67331E-001-0.10475 -0.83434 0.76700 0.74900 + 277 -0.67331E-001-0.10475 -0.83434 0.76700 0.74900 + 277 -0.67331E-001-0.10475 -0.83434 0.76700 0.74900 + 228 -0.67331E-001-0.10475 -0.83434 0.76700 0.74900 + 228 -0.67331E-001-0.10475 -0.83434 0.76700 0.74900 + 228 -0.67331E-001-0.10475 -0.83434 0.76700 0.74900 + 228 -0.67331E-001-0.10475 -0.83434 0.76700 0.74900 + + ELEMENT= 434 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 0.26306 -0.61779E-002-0.66661 0.92967 0.82854 + 277 0.26306 -0.61779E-002-0.66661 0.92967 0.82854 + 173 0.26306 -0.61779E-002-0.66661 0.92967 0.82854 + 173 0.26306 -0.61779E-002-0.66661 0.92967 0.82854 + 176 0.26306 -0.61779E-002-0.66661 0.92967 0.82854 + 176 0.26306 -0.61779E-002-0.66661 0.92967 0.82854 + 176 0.26306 -0.61779E-002-0.66661 0.92967 0.82854 + 176 0.26306 -0.61779E-002-0.66661 0.92967 0.82854 + + ELEMENT= 435 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.29728 0.62006E-001-0.68589 0.98317 0.88919 + 227 0.29728 0.62006E-001-0.68589 0.98317 0.88919 + 281 0.29728 0.62006E-001-0.68589 0.98317 0.88919 + 281 0.29728 0.62006E-001-0.68589 0.98317 0.88919 + 142 0.29728 0.62006E-001-0.68589 0.98317 0.88919 + 142 0.29728 0.62006E-001-0.68589 0.98317 0.88919 + 142 0.29728 0.62006E-001-0.68589 0.98317 0.88919 + 142 0.29728 0.62006E-001-0.68589 0.98317 0.88919 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 436 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.52973E-001-0.13176 -0.73606 0.78904 0.71480 + 272 0.52973E-001-0.13176 -0.73606 0.78904 0.71480 + 281 0.52973E-001-0.13176 -0.73606 0.78904 0.71480 + 281 0.52973E-001-0.13176 -0.73606 0.78904 0.71480 + 279 0.52973E-001-0.13176 -0.73606 0.78904 0.71480 + 279 0.52973E-001-0.13176 -0.73606 0.78904 0.71480 + 279 0.52973E-001-0.13176 -0.73606 0.78904 0.71480 + 279 0.52973E-001-0.13176 -0.73606 0.78904 0.71480 + + ELEMENT= 437 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.13655E-001-0.88887E-001-0.63131 0.64496 0.60030 + 281 0.13655E-001-0.88887E-001-0.63131 0.64496 0.60030 + 252 0.13655E-001-0.88887E-001-0.63131 0.64496 0.60030 + 252 0.13655E-001-0.88887E-001-0.63131 0.64496 0.60030 + 271 0.13655E-001-0.88887E-001-0.63131 0.64496 0.60030 + 271 0.13655E-001-0.88887E-001-0.63131 0.64496 0.60030 + 271 0.13655E-001-0.88887E-001-0.63131 0.64496 0.60030 + 271 0.13655E-001-0.88887E-001-0.63131 0.64496 0.60030 + + ELEMENT= 438 SOLID185 + NODE S1 S2 S3 SINT SEQV + 212 0.53852 -0.63511E-001-0.29424 0.83276 0.74471 + 267 0.53852 -0.63511E-001-0.29424 0.83276 0.74471 + 127 0.53852 -0.63511E-001-0.29424 0.83276 0.74471 + 127 0.53852 -0.63511E-001-0.29424 0.83276 0.74471 + 264 0.53852 -0.63511E-001-0.29424 0.83276 0.74471 + 264 0.53852 -0.63511E-001-0.29424 0.83276 0.74471 + 264 0.53852 -0.63511E-001-0.29424 0.83276 0.74471 + 264 0.53852 -0.63511E-001-0.29424 0.83276 0.74471 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 439 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 1.7249 0.17442 -0.70330E-001 1.7952 1.6862 + 233 1.7249 0.17442 -0.70330E-001 1.7952 1.6862 + 92 1.7249 0.17442 -0.70330E-001 1.7952 1.6862 + 92 1.7249 0.17442 -0.70330E-001 1.7952 1.6862 + 328 1.7249 0.17442 -0.70330E-001 1.7952 1.6862 + 328 1.7249 0.17442 -0.70330E-001 1.7952 1.6862 + 328 1.7249 0.17442 -0.70330E-001 1.7952 1.6862 + 328 1.7249 0.17442 -0.70330E-001 1.7952 1.6862 + + ELEMENT= 440 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 0.14989 -0.58784E-001-0.39878 0.54867 0.47968 + 236 0.14989 -0.58784E-001-0.39878 0.54867 0.47968 + 126 0.14989 -0.58784E-001-0.39878 0.54867 0.47968 + 126 0.14989 -0.58784E-001-0.39878 0.54867 0.47968 + 258 0.14989 -0.58784E-001-0.39878 0.54867 0.47968 + 258 0.14989 -0.58784E-001-0.39878 0.54867 0.47968 + 258 0.14989 -0.58784E-001-0.39878 0.54867 0.47968 + 258 0.14989 -0.58784E-001-0.39878 0.54867 0.47968 + + ELEMENT= 441 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.35509 0.11509 -0.75351 1.1086 1.0102 + 221 0.35509 0.11509 -0.75351 1.1086 1.0102 + 90 0.35509 0.11509 -0.75351 1.1086 1.0102 + 90 0.35509 0.11509 -0.75351 1.1086 1.0102 + 256 0.35509 0.11509 -0.75351 1.1086 1.0102 + 256 0.35509 0.11509 -0.75351 1.1086 1.0102 + 256 0.35509 0.11509 -0.75351 1.1086 1.0102 + 256 0.35509 0.11509 -0.75351 1.1086 1.0102 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 442 SOLID185 + NODE S1 S2 S3 SINT SEQV + 303 1.5407 0.49029 0.29084 1.2499 1.1630 + 21 1.5407 0.49029 0.29084 1.2499 1.1630 + 237 1.5407 0.49029 0.29084 1.2499 1.1630 + 237 1.5407 0.49029 0.29084 1.2499 1.1630 + 123 1.5407 0.49029 0.29084 1.2499 1.1630 + 123 1.5407 0.49029 0.29084 1.2499 1.1630 + 123 1.5407 0.49029 0.29084 1.2499 1.1630 + 123 1.5407 0.49029 0.29084 1.2499 1.1630 + + ELEMENT= 443 SOLID185 + NODE S1 S2 S3 SINT SEQV + 303 1.5745 0.26955 0.68052E-001 1.5065 1.4165 + 237 1.5745 0.26955 0.68052E-001 1.5065 1.4165 + 21 1.5745 0.26955 0.68052E-001 1.5065 1.4165 + 21 1.5745 0.26955 0.68052E-001 1.5065 1.4165 + 95 1.5745 0.26955 0.68052E-001 1.5065 1.4165 + 95 1.5745 0.26955 0.68052E-001 1.5065 1.4165 + 95 1.5745 0.26955 0.68052E-001 1.5065 1.4165 + 95 1.5745 0.26955 0.68052E-001 1.5065 1.4165 + + ELEMENT= 444 SOLID185 + NODE S1 S2 S3 SINT SEQV + 303 0.12241 -0.10516 -0.25283 0.37524 0.32741 + 22 0.12241 -0.10516 -0.25283 0.37524 0.32741 + 258 0.12241 -0.10516 -0.25283 0.37524 0.32741 + 258 0.12241 -0.10516 -0.25283 0.37524 0.32741 + 94 0.12241 -0.10516 -0.25283 0.37524 0.32741 + 94 0.12241 -0.10516 -0.25283 0.37524 0.32741 + 94 0.12241 -0.10516 -0.25283 0.37524 0.32741 + 94 0.12241 -0.10516 -0.25283 0.37524 0.32741 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 445 SOLID185 + NODE S1 S2 S3 SINT SEQV + 320 1.8407 0.22027 -0.16562E-001 1.8573 1.7509 + 197 1.8407 0.22027 -0.16562E-001 1.8573 1.7509 + 110 1.8407 0.22027 -0.16562E-001 1.8573 1.7509 + 110 1.8407 0.22027 -0.16562E-001 1.8573 1.7509 + 113 1.8407 0.22027 -0.16562E-001 1.8573 1.7509 + 113 1.8407 0.22027 -0.16562E-001 1.8573 1.7509 + 113 1.8407 0.22027 -0.16562E-001 1.8573 1.7509 + 113 1.8407 0.22027 -0.16562E-001 1.8573 1.7509 + + ELEMENT= 446 SOLID185 + NODE S1 S2 S3 SINT SEQV + 154 0.38457 0.94914E-001 -1.3823 1.7669 1.6413 + 208 0.38457 0.94914E-001 -1.3823 1.7669 1.6413 + 207 0.38457 0.94914E-001 -1.3823 1.7669 1.6413 + 207 0.38457 0.94914E-001 -1.3823 1.7669 1.6413 + 216 0.38457 0.94914E-001 -1.3823 1.7669 1.6413 + 216 0.38457 0.94914E-001 -1.3823 1.7669 1.6413 + 216 0.38457 0.94914E-001 -1.3823 1.7669 1.6413 + 216 0.38457 0.94914E-001 -1.3823 1.7669 1.6413 + + ELEMENT= 447 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.16355 -0.75432E-001 -1.6402 1.8037 1.6969 + 245 0.16355 -0.75432E-001 -1.6402 1.8037 1.6969 + 244 0.16355 -0.75432E-001 -1.6402 1.8037 1.6969 + 244 0.16355 -0.75432E-001 -1.6402 1.8037 1.6969 + 87 0.16355 -0.75432E-001 -1.6402 1.8037 1.6969 + 87 0.16355 -0.75432E-001 -1.6402 1.8037 1.6969 + 87 0.16355 -0.75432E-001 -1.6402 1.8037 1.6969 + 87 0.16355 -0.75432E-001 -1.6402 1.8037 1.6969 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 448 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.11145 -0.97557E-001 -1.4916 1.6030 1.5094 + 245 0.11145 -0.97557E-001 -1.4916 1.6030 1.5094 + 152 0.11145 -0.97557E-001 -1.4916 1.6030 1.5094 + 152 0.11145 -0.97557E-001 -1.4916 1.6030 1.5094 + 244 0.11145 -0.97557E-001 -1.4916 1.6030 1.5094 + 244 0.11145 -0.97557E-001 -1.4916 1.6030 1.5094 + 244 0.11145 -0.97557E-001 -1.4916 1.6030 1.5094 + 244 0.11145 -0.97557E-001 -1.4916 1.6030 1.5094 + + ELEMENT= 449 SOLID185 + NODE S1 S2 S3 SINT SEQV + 245 0.92967E-001-0.33452E-001 -1.4819 1.5749 1.5156 + 26 0.92967E-001-0.33452E-001 -1.4819 1.5749 1.5156 + 244 0.92967E-001-0.33452E-001 -1.4819 1.5749 1.5156 + 244 0.92967E-001-0.33452E-001 -1.4819 1.5749 1.5156 + 87 0.92967E-001-0.33452E-001 -1.4819 1.5749 1.5156 + 87 0.92967E-001-0.33452E-001 -1.4819 1.5749 1.5156 + 87 0.92967E-001-0.33452E-001 -1.4819 1.5749 1.5156 + 87 0.92967E-001-0.33452E-001 -1.4819 1.5749 1.5156 + + ELEMENT= 450 SOLID185 + NODE S1 S2 S3 SINT SEQV + 245 -0.62283E-002-0.10613 -2.4299 2.4237 2.3753 + 25 -0.62283E-002-0.10613 -2.4299 2.4237 2.3753 + 152 -0.62283E-002-0.10613 -2.4299 2.4237 2.3753 + 152 -0.62283E-002-0.10613 -2.4299 2.4237 2.3753 + 26 -0.62283E-002-0.10613 -2.4299 2.4237 2.3753 + 26 -0.62283E-002-0.10613 -2.4299 2.4237 2.3753 + 26 -0.62283E-002-0.10613 -2.4299 2.4237 2.3753 + 26 -0.62283E-002-0.10613 -2.4299 2.4237 2.3753 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 451 SOLID185 + NODE S1 S2 S3 SINT SEQV + 245 -0.53999E-001-0.92684E-001 -2.6580 2.6040 2.5849 + 155 -0.53999E-001-0.92684E-001 -2.6580 2.6040 2.5849 + 152 -0.53999E-001-0.92684E-001 -2.6580 2.6040 2.5849 + 152 -0.53999E-001-0.92684E-001 -2.6580 2.6040 2.5849 + 25 -0.53999E-001-0.92684E-001 -2.6580 2.6040 2.5849 + 25 -0.53999E-001-0.92684E-001 -2.6580 2.6040 2.5849 + 25 -0.53999E-001-0.92684E-001 -2.6580 2.6040 2.5849 + 25 -0.53999E-001-0.92684E-001 -2.6580 2.6040 2.5849 + + ELEMENT= 452 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 -0.71188E-001-0.38274 -2.7364 2.6652 2.5239 + 245 -0.71188E-001-0.38274 -2.7364 2.6652 2.5239 + 155 -0.71188E-001-0.38274 -2.7364 2.6652 2.5239 + 155 -0.71188E-001-0.38274 -2.7364 2.6652 2.5239 + 152 -0.71188E-001-0.38274 -2.7364 2.6652 2.5239 + 152 -0.71188E-001-0.38274 -2.7364 2.6652 2.5239 + 152 -0.71188E-001-0.38274 -2.7364 2.6652 2.5239 + 152 -0.71188E-001-0.38274 -2.7364 2.6652 2.5239 + + ELEMENT= 453 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.32403 0.91513E-001-0.56287 0.88690 0.79652 + 227 0.32403 0.91513E-001-0.56287 0.88690 0.79652 + 228 0.32403 0.91513E-001-0.56287 0.88690 0.79652 + 228 0.32403 0.91513E-001-0.56287 0.88690 0.79652 + 277 0.32403 0.91513E-001-0.56287 0.88690 0.79652 + 277 0.32403 0.91513E-001-0.56287 0.88690 0.79652 + 277 0.32403 0.91513E-001-0.56287 0.88690 0.79652 + 277 0.32403 0.91513E-001-0.56287 0.88690 0.79652 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 454 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.17413 -0.14527 -1.0120 1.1862 1.0631 + 227 0.17413 -0.14527 -1.0120 1.1862 1.0631 + 201 0.17413 -0.14527 -1.0120 1.1862 1.0631 + 201 0.17413 -0.14527 -1.0120 1.1862 1.0631 + 202 0.17413 -0.14527 -1.0120 1.1862 1.0631 + 202 0.17413 -0.14527 -1.0120 1.1862 1.0631 + 202 0.17413 -0.14527 -1.0120 1.1862 1.0631 + 202 0.17413 -0.14527 -1.0120 1.1862 1.0631 + + ELEMENT= 455 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.36081 -0.45670E-001-0.40469 0.76550 0.66337 + 253 0.36081 -0.45670E-001-0.40469 0.76550 0.66337 + 285 0.36081 -0.45670E-001-0.40469 0.76550 0.66337 + 285 0.36081 -0.45670E-001-0.40469 0.76550 0.66337 + 270 0.36081 -0.45670E-001-0.40469 0.76550 0.66337 + 270 0.36081 -0.45670E-001-0.40469 0.76550 0.66337 + 270 0.36081 -0.45670E-001-0.40469 0.76550 0.66337 + 270 0.36081 -0.45670E-001-0.40469 0.76550 0.66337 + + ELEMENT= 456 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 -0.67180E-001-0.11262 -0.64899 0.58181 0.56047 + 280 -0.67180E-001-0.11262 -0.64899 0.58181 0.56047 + 252 -0.67180E-001-0.11262 -0.64899 0.58181 0.56047 + 252 -0.67180E-001-0.11262 -0.64899 0.58181 0.56047 + 281 -0.67180E-001-0.11262 -0.64899 0.58181 0.56047 + 281 -0.67180E-001-0.11262 -0.64899 0.58181 0.56047 + 281 -0.67180E-001-0.11262 -0.64899 0.58181 0.56047 + 281 -0.67180E-001-0.11262 -0.64899 0.58181 0.56047 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 457 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 -0.13940E-001-0.35051 -1.3939 1.3800 1.2462 + 190 -0.13940E-001-0.35051 -1.3939 1.3800 1.2462 + 191 -0.13940E-001-0.35051 -1.3939 1.3800 1.2462 + 191 -0.13940E-001-0.35051 -1.3939 1.3800 1.2462 + 194 -0.13940E-001-0.35051 -1.3939 1.3800 1.2462 + 194 -0.13940E-001-0.35051 -1.3939 1.3800 1.2462 + 194 -0.13940E-001-0.35051 -1.3939 1.3800 1.2462 + 194 -0.13940E-001-0.35051 -1.3939 1.3800 1.2462 + + ELEMENT= 458 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.43010E-001-0.11462 -0.50935 0.55236 0.49283 + 268 0.43010E-001-0.11462 -0.50935 0.55236 0.49283 + 137 0.43010E-001-0.11462 -0.50935 0.55236 0.49283 + 137 0.43010E-001-0.11462 -0.50935 0.55236 0.49283 + 134 0.43010E-001-0.11462 -0.50935 0.55236 0.49283 + 134 0.43010E-001-0.11462 -0.50935 0.55236 0.49283 + 134 0.43010E-001-0.11462 -0.50935 0.55236 0.49283 + 134 0.43010E-001-0.11462 -0.50935 0.55236 0.49283 + + ELEMENT= 459 SOLID185 + NODE S1 S2 S3 SINT SEQV + 265 0.67286 0.32824E-001-0.29787 0.97073 0.85479 + 201 0.67286 0.32824E-001-0.29787 0.97073 0.85479 + 226 0.67286 0.32824E-001-0.29787 0.97073 0.85479 + 226 0.67286 0.32824E-001-0.29787 0.97073 0.85479 + 290 0.67286 0.32824E-001-0.29787 0.97073 0.85479 + 290 0.67286 0.32824E-001-0.29787 0.97073 0.85479 + 290 0.67286 0.32824E-001-0.29787 0.97073 0.85479 + 290 0.67286 0.32824E-001-0.29787 0.97073 0.85479 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 460 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.20896 0.56956E-001-0.21598 0.42494 0.37294 + 277 0.20896 0.56956E-001-0.21598 0.42494 0.37294 + 280 0.20896 0.56956E-001-0.21598 0.42494 0.37294 + 280 0.20896 0.56956E-001-0.21598 0.42494 0.37294 + 279 0.20896 0.56956E-001-0.21598 0.42494 0.37294 + 279 0.20896 0.56956E-001-0.21598 0.42494 0.37294 + 279 0.20896 0.56956E-001-0.21598 0.42494 0.37294 + 279 0.20896 0.56956E-001-0.21598 0.42494 0.37294 + + ELEMENT= 461 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 -0.47788E-001-0.11607 -1.3278 1.2801 1.2473 + 244 -0.47788E-001-0.11607 -1.3278 1.2801 1.2473 + 208 -0.47788E-001-0.11607 -1.3278 1.2801 1.2473 + 208 -0.47788E-001-0.11607 -1.3278 1.2801 1.2473 + 203 -0.47788E-001-0.11607 -1.3278 1.2801 1.2473 + 203 -0.47788E-001-0.11607 -1.3278 1.2801 1.2473 + 203 -0.47788E-001-0.11607 -1.3278 1.2801 1.2473 + 203 -0.47788E-001-0.11607 -1.3278 1.2801 1.2473 + + ELEMENT= 462 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 -0.28905E-001-0.20451 -1.2155 1.1866 1.1092 + 202 -0.28905E-001-0.20451 -1.2155 1.1866 1.1092 + 148 -0.28905E-001-0.20451 -1.2155 1.1866 1.1092 + 148 -0.28905E-001-0.20451 -1.2155 1.1866 1.1092 + 206 -0.28905E-001-0.20451 -1.2155 1.1866 1.1092 + 206 -0.28905E-001-0.20451 -1.2155 1.1866 1.1092 + 206 -0.28905E-001-0.20451 -1.2155 1.1866 1.1092 + 206 -0.28905E-001-0.20451 -1.2155 1.1866 1.1092 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 463 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 0.47673E-001-0.48762E-001 -1.0884 1.1361 1.0911 + 292 0.47673E-001-0.48762E-001 -1.0884 1.1361 1.0911 + 28 0.47673E-001-0.48762E-001 -1.0884 1.1361 1.0911 + 28 0.47673E-001-0.48762E-001 -1.0884 1.1361 1.0911 + 81 0.47673E-001-0.48762E-001 -1.0884 1.1361 1.0911 + 81 0.47673E-001-0.48762E-001 -1.0884 1.1361 1.0911 + 81 0.47673E-001-0.48762E-001 -1.0884 1.1361 1.0911 + 81 0.47673E-001-0.48762E-001 -1.0884 1.1361 1.0911 + + ELEMENT= 464 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.29770E-001 0.17234E-001 -1.0120 1.0418 1.0356 + 289 0.29770E-001 0.17234E-001 -1.0120 1.0418 1.0356 + 202 0.29770E-001 0.17234E-001 -1.0120 1.0418 1.0356 + 202 0.29770E-001 0.17234E-001 -1.0120 1.0418 1.0356 + 145 0.29770E-001 0.17234E-001 -1.0120 1.0418 1.0356 + 145 0.29770E-001 0.17234E-001 -1.0120 1.0418 1.0356 + 145 0.29770E-001 0.17234E-001 -1.0120 1.0418 1.0356 + 145 0.29770E-001 0.17234E-001 -1.0120 1.0418 1.0356 + + ELEMENT= 465 SOLID185 + NODE S1 S2 S3 SINT SEQV + 305 0.89687 0.34645E-001 0.85963E-002 0.88828 0.87554 + 297 0.89687 0.34645E-001 0.85963E-002 0.88828 0.87554 + 226 0.89687 0.34645E-001 0.85963E-002 0.88828 0.87554 + 226 0.89687 0.34645E-001 0.85963E-002 0.88828 0.87554 + 107 0.89687 0.34645E-001 0.85963E-002 0.88828 0.87554 + 107 0.89687 0.34645E-001 0.85963E-002 0.88828 0.87554 + 107 0.89687 0.34645E-001 0.85963E-002 0.88828 0.87554 + 107 0.89687 0.34645E-001 0.85963E-002 0.88828 0.87554 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 466 SOLID185 + NODE S1 S2 S3 SINT SEQV + 289 -0.50362E-001-0.25169 -2.0351 1.9847 1.8921 + 148 -0.50362E-001-0.25169 -2.0351 1.9847 1.8921 + 202 -0.50362E-001-0.25169 -2.0351 1.9847 1.8921 + 202 -0.50362E-001-0.25169 -2.0351 1.9847 1.8921 + 145 -0.50362E-001-0.25169 -2.0351 1.9847 1.8921 + 145 -0.50362E-001-0.25169 -2.0351 1.9847 1.8921 + 145 -0.50362E-001-0.25169 -2.0351 1.9847 1.8921 + 145 -0.50362E-001-0.25169 -2.0351 1.9847 1.8921 + + ELEMENT= 467 SOLID185 + NODE S1 S2 S3 SINT SEQV + 292 -0.73540E-001-0.24193 -1.9795 1.9060 1.8276 + 28 -0.73540E-001-0.24193 -1.9795 1.9060 1.8276 + 84 -0.73540E-001-0.24193 -1.9795 1.9060 1.8276 + 84 -0.73540E-001-0.24193 -1.9795 1.9060 1.8276 + 27 -0.73540E-001-0.24193 -1.9795 1.9060 1.8276 + 27 -0.73540E-001-0.24193 -1.9795 1.9060 1.8276 + 27 -0.73540E-001-0.24193 -1.9795 1.9060 1.8276 + 27 -0.73540E-001-0.24193 -1.9795 1.9060 1.8276 + + ELEMENT= 468 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 0.16537 0.13194E-001 -1.1853 1.3507 1.2814 + 292 0.16537 0.13194E-001 -1.1853 1.3507 1.2814 + 149 0.16537 0.13194E-001 -1.1853 1.3507 1.2814 + 149 0.16537 0.13194E-001 -1.1853 1.3507 1.2814 + 289 0.16537 0.13194E-001 -1.1853 1.3507 1.2814 + 289 0.16537 0.13194E-001 -1.1853 1.3507 1.2814 + 289 0.16537 0.13194E-001 -1.1853 1.3507 1.2814 + 289 0.16537 0.13194E-001 -1.1853 1.3507 1.2814 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 469 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.29778 0.51025E-001-0.42806E-001 0.34059 0.30470 + 268 0.29778 0.51025E-001-0.42806E-001 0.34059 0.30470 + 134 0.29778 0.51025E-001-0.42806E-001 0.34059 0.30470 + 134 0.29778 0.51025E-001-0.42806E-001 0.34059 0.30470 + 309 0.29778 0.51025E-001-0.42806E-001 0.34059 0.30470 + 309 0.29778 0.51025E-001-0.42806E-001 0.34059 0.30470 + 309 0.29778 0.51025E-001-0.42806E-001 0.34059 0.30470 + 309 0.29778 0.51025E-001-0.42806E-001 0.34059 0.30470 + + ELEMENT= 470 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.12344 -0.12525 -0.30461 0.42805 0.37232 + 309 0.12344 -0.12525 -0.30461 0.42805 0.37232 + 263 0.12344 -0.12525 -0.30461 0.42805 0.37232 + 263 0.12344 -0.12525 -0.30461 0.42805 0.37232 + 282 0.12344 -0.12525 -0.30461 0.42805 0.37232 + 282 0.12344 -0.12525 -0.30461 0.42805 0.37232 + 282 0.12344 -0.12525 -0.30461 0.42805 0.37232 + 282 0.12344 -0.12525 -0.30461 0.42805 0.37232 + + ELEMENT= 471 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.19351 -0.82212E-002-0.30779 0.50130 0.43689 + 282 0.19351 -0.82212E-002-0.30779 0.50130 0.43689 + 263 0.19351 -0.82212E-002-0.30779 0.50130 0.43689 + 263 0.19351 -0.82212E-002-0.30779 0.50130 0.43689 + 283 0.19351 -0.82212E-002-0.30779 0.50130 0.43689 + 283 0.19351 -0.82212E-002-0.30779 0.50130 0.43689 + 283 0.19351 -0.82212E-002-0.30779 0.50130 0.43689 + 283 0.19351 -0.82212E-002-0.30779 0.50130 0.43689 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 472 SOLID185 + NODE S1 S2 S3 SINT SEQV + 309 -0.26619E-001-0.36405 -0.87257 0.84595 0.73759 + 134 -0.26619E-001-0.36405 -0.87257 0.84595 0.73759 + 55 -0.26619E-001-0.36405 -0.87257 0.84595 0.73759 + 55 -0.26619E-001-0.36405 -0.87257 0.84595 0.73759 + 56 -0.26619E-001-0.36405 -0.87257 0.84595 0.73759 + 56 -0.26619E-001-0.36405 -0.87257 0.84595 0.73759 + 56 -0.26619E-001-0.36405 -0.87257 0.84595 0.73759 + 56 -0.26619E-001-0.36405 -0.87257 0.84595 0.73759 + + ELEMENT= 473 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.26319 -0.20067E-002-0.28370 0.54689 0.47369 + 134 0.26319 -0.20067E-002-0.28370 0.54689 0.47369 + 309 0.26319 -0.20067E-002-0.28370 0.54689 0.47369 + 309 0.26319 -0.20067E-002-0.28370 0.54689 0.47369 + 56 0.26319 -0.20067E-002-0.28370 0.54689 0.47369 + 56 0.26319 -0.20067E-002-0.28370 0.54689 0.47369 + 56 0.26319 -0.20067E-002-0.28370 0.54689 0.47369 + 56 0.26319 -0.20067E-002-0.28370 0.54689 0.47369 + + ELEMENT= 474 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.25023 0.84166E-001-0.85875E-001 0.33611 0.29108 + 309 0.25023 0.84166E-001-0.85875E-001 0.33611 0.29108 + 162 0.25023 0.84166E-001-0.85875E-001 0.33611 0.29108 + 162 0.25023 0.84166E-001-0.85875E-001 0.33611 0.29108 + 165 0.25023 0.84166E-001-0.85875E-001 0.33611 0.29108 + 165 0.25023 0.84166E-001-0.85875E-001 0.33611 0.29108 + 165 0.25023 0.84166E-001-0.85875E-001 0.33611 0.29108 + 165 0.25023 0.84166E-001-0.85875E-001 0.33611 0.29108 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 475 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.27184 -0.21513E-001-0.12995 0.40179 0.36003 + 309 0.27184 -0.21513E-001-0.12995 0.40179 0.36003 + 55 0.27184 -0.21513E-001-0.12995 0.40179 0.36003 + 55 0.27184 -0.21513E-001-0.12995 0.40179 0.36003 + 162 0.27184 -0.21513E-001-0.12995 0.40179 0.36003 + 162 0.27184 -0.21513E-001-0.12995 0.40179 0.36003 + 162 0.27184 -0.21513E-001-0.12995 0.40179 0.36003 + 162 0.27184 -0.21513E-001-0.12995 0.40179 0.36003 + + ELEMENT= 476 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.86680 0.11788E-001-0.16697 1.0338 0.95700 + 102 0.86680 0.11788E-001-0.16697 1.0338 0.95700 + 14 0.86680 0.11788E-001-0.16697 1.0338 0.95700 + 14 0.86680 0.11788E-001-0.16697 1.0338 0.95700 + 13 0.86680 0.11788E-001-0.16697 1.0338 0.95700 + 13 0.86680 0.11788E-001-0.16697 1.0338 0.95700 + 13 0.86680 0.11788E-001-0.16697 1.0338 0.95700 + 13 0.86680 0.11788E-001-0.16697 1.0338 0.95700 + + ELEMENT= 477 SOLID185 + NODE S1 S2 S3 SINT SEQV + 100 0.31688 0.74940E-001-0.10824 0.42512 0.36934 + 285 0.31688 0.74940E-001-0.10824 0.42512 0.36934 + 330 0.31688 0.74940E-001-0.10824 0.42512 0.36934 + 330 0.31688 0.74940E-001-0.10824 0.42512 0.36934 + 275 0.31688 0.74940E-001-0.10824 0.42512 0.36934 + 275 0.31688 0.74940E-001-0.10824 0.42512 0.36934 + 275 0.31688 0.74940E-001-0.10824 0.42512 0.36934 + 275 0.31688 0.74940E-001-0.10824 0.42512 0.36934 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 478 SOLID185 + NODE S1 S2 S3 SINT SEQV + 327 0.54176 0.13823E-001-0.13468 0.67645 0.61577 + 103 0.54176 0.13823E-001-0.13468 0.67645 0.61577 + 306 0.54176 0.13823E-001-0.13468 0.67645 0.61577 + 306 0.54176 0.13823E-001-0.13468 0.67645 0.61577 + 290 0.54176 0.13823E-001-0.13468 0.67645 0.61577 + 290 0.54176 0.13823E-001-0.13468 0.67645 0.61577 + 290 0.54176 0.13823E-001-0.13468 0.67645 0.61577 + 290 0.54176 0.13823E-001-0.13468 0.67645 0.61577 + + ELEMENT= 479 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.27541 -0.70066E-002-0.38446 0.65987 0.57344 + 277 0.27541 -0.70066E-002-0.38446 0.65987 0.57344 + 270 0.27541 -0.70066E-002-0.38446 0.65987 0.57344 + 270 0.27541 -0.70066E-002-0.38446 0.65987 0.57344 + 279 0.27541 -0.70066E-002-0.38446 0.65987 0.57344 + 279 0.27541 -0.70066E-002-0.38446 0.65987 0.57344 + 279 0.27541 -0.70066E-002-0.38446 0.65987 0.57344 + 279 0.27541 -0.70066E-002-0.38446 0.65987 0.57344 + + ELEMENT= 480 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.53198 0.13468E-001-0.16912 0.70110 0.62997 + 74 0.53198 0.13468E-001-0.16912 0.70110 0.62997 + 312 0.53198 0.13468E-001-0.16912 0.70110 0.62997 + 312 0.53198 0.13468E-001-0.16912 0.70110 0.62997 + 77 0.53198 0.13468E-001-0.16912 0.70110 0.62997 + 77 0.53198 0.13468E-001-0.16912 0.70110 0.62997 + 77 0.53198 0.13468E-001-0.16912 0.70110 0.62997 + 77 0.53198 0.13468E-001-0.16912 0.70110 0.62997 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 481 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.56557 0.13862 0.69162E-001 0.49641 0.46558 + 312 0.56557 0.13862 0.69162E-001 0.49641 0.46558 + 13 0.56557 0.13862 0.69162E-001 0.49641 0.46558 + 13 0.56557 0.13862 0.69162E-001 0.49641 0.46558 + 99 0.56557 0.13862 0.69162E-001 0.49641 0.46558 + 99 0.56557 0.13862 0.69162E-001 0.49641 0.46558 + 99 0.56557 0.13862 0.69162E-001 0.49641 0.46558 + 99 0.56557 0.13862 0.69162E-001 0.49641 0.46558 + + ELEMENT= 482 SOLID185 + NODE S1 S2 S3 SINT SEQV + 327 0.51791 0.13117 0.69216E-001 0.44870 0.42115 + 99 0.51791 0.13117 0.69216E-001 0.44870 0.42115 + 275 0.51791 0.13117 0.69216E-001 0.44870 0.42115 + 275 0.51791 0.13117 0.69216E-001 0.44870 0.42115 + 100 0.51791 0.13117 0.69216E-001 0.44870 0.42115 + 100 0.51791 0.13117 0.69216E-001 0.44870 0.42115 + 100 0.51791 0.13117 0.69216E-001 0.44870 0.42115 + 100 0.51791 0.13117 0.69216E-001 0.44870 0.42115 + + ELEMENT= 483 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.24327 0.26782E-001-0.60524E-001 0.30379 0.27090 + 159 0.24327 0.26782E-001-0.60524E-001 0.30379 0.27090 + 282 0.24327 0.26782E-001-0.60524E-001 0.30379 0.27090 + 282 0.24327 0.26782E-001-0.60524E-001 0.30379 0.27090 + 162 0.24327 0.26782E-001-0.60524E-001 0.30379 0.27090 + 162 0.24327 0.26782E-001-0.60524E-001 0.30379 0.27090 + 162 0.24327 0.26782E-001-0.60524E-001 0.30379 0.27090 + 162 0.24327 0.26782E-001-0.60524E-001 0.30379 0.27090 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 484 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 1.2907 0.39742E-001-0.62449 1.9152 1.6843 + 132 1.2907 0.39742E-001-0.62449 1.9152 1.6843 + 8 1.2907 0.39742E-001-0.62449 1.9152 1.6843 + 8 1.2907 0.39742E-001-0.62449 1.9152 1.6843 + 54 1.2907 0.39742E-001-0.62449 1.9152 1.6843 + 54 1.2907 0.39742E-001-0.62449 1.9152 1.6843 + 54 1.2907 0.39742E-001-0.62449 1.9152 1.6843 + 54 1.2907 0.39742E-001-0.62449 1.9152 1.6843 + + ELEMENT= 485 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.43773 0.50008E-001-0.23634 0.67407 0.58596 + 172 0.43773 0.50008E-001-0.23634 0.67407 0.58596 + 278 0.43773 0.50008E-001-0.23634 0.67407 0.58596 + 278 0.43773 0.50008E-001-0.23634 0.67407 0.58596 + 254 0.43773 0.50008E-001-0.23634 0.67407 0.58596 + 254 0.43773 0.50008E-001-0.23634 0.67407 0.58596 + 254 0.43773 0.50008E-001-0.23634 0.67407 0.58596 + 254 0.43773 0.50008E-001-0.23634 0.67407 0.58596 + + ELEMENT= 486 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.23132 0.12400E-001-0.29997 0.53129 0.46248 + 282 0.23132 0.12400E-001-0.29997 0.53129 0.46248 + 253 0.23132 0.12400E-001-0.29997 0.53129 0.46248 + 253 0.23132 0.12400E-001-0.29997 0.53129 0.46248 + 274 0.23132 0.12400E-001-0.29997 0.53129 0.46248 + 274 0.23132 0.12400E-001-0.29997 0.53129 0.46248 + 274 0.23132 0.12400E-001-0.29997 0.53129 0.46248 + 274 0.23132 0.12400E-001-0.29997 0.53129 0.46248 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 487 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 0.43557E-001-0.13942 -0.90568 0.94924 0.87227 + 252 0.43557E-001-0.13942 -0.90568 0.94924 0.87227 + 137 0.43557E-001-0.13942 -0.90568 0.94924 0.87227 + 137 0.43557E-001-0.13942 -0.90568 0.94924 0.87227 + 140 0.43557E-001-0.13942 -0.90568 0.94924 0.87227 + 140 0.43557E-001-0.13942 -0.90568 0.94924 0.87227 + 140 0.43557E-001-0.13942 -0.90568 0.94924 0.87227 + 140 0.43557E-001-0.13942 -0.90568 0.94924 0.87227 + + ELEMENT= 488 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.19362 0.27074E-001-0.31463 0.50825 0.44879 + 173 0.19362 0.27074E-001-0.31463 0.50825 0.44879 + 294 0.19362 0.27074E-001-0.31463 0.50825 0.44879 + 294 0.19362 0.27074E-001-0.31463 0.50825 0.44879 + 277 0.19362 0.27074E-001-0.31463 0.50825 0.44879 + 277 0.19362 0.27074E-001-0.31463 0.50825 0.44879 + 277 0.19362 0.27074E-001-0.31463 0.50825 0.44879 + 277 0.19362 0.27074E-001-0.31463 0.50825 0.44879 + + ELEMENT= 489 SOLID185 + NODE S1 S2 S3 SINT SEQV + 326 0.52809 0.22941 -0.32691 0.85501 0.75158 + 161 0.52809 0.22941 -0.32691 0.85501 0.75158 + 35 0.52809 0.22941 -0.32691 0.85501 0.75158 + 35 0.52809 0.22941 -0.32691 0.85501 0.75158 + 34 0.52809 0.22941 -0.32691 0.85501 0.75158 + 34 0.52809 0.22941 -0.32691 0.85501 0.75158 + 34 0.52809 0.22941 -0.32691 0.85501 0.75158 + 34 0.52809 0.22941 -0.32691 0.85501 0.75158 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 490 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 0.29239 -0.66269E-001-0.22481 0.51720 0.45895 + 160 0.29239 -0.66269E-001-0.22481 0.51720 0.45895 + 282 0.29239 -0.66269E-001-0.22481 0.51720 0.45895 + 282 0.29239 -0.66269E-001-0.22481 0.51720 0.45895 + 159 0.29239 -0.66269E-001-0.22481 0.51720 0.45895 + 159 0.29239 -0.66269E-001-0.22481 0.51720 0.45895 + 159 0.29239 -0.66269E-001-0.22481 0.51720 0.45895 + 159 0.29239 -0.66269E-001-0.22481 0.51720 0.45895 + + ELEMENT= 491 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.26862 0.25109E-001-0.25183 0.52045 0.45103 + 251 0.26862 0.25109E-001-0.25183 0.52045 0.45103 + 274 0.26862 0.25109E-001-0.25183 0.52045 0.45103 + 274 0.26862 0.25109E-001-0.25183 0.52045 0.45103 + 253 0.26862 0.25109E-001-0.25183 0.52045 0.45103 + 253 0.26862 0.25109E-001-0.25183 0.52045 0.45103 + 253 0.26862 0.25109E-001-0.25183 0.52045 0.45103 + 253 0.26862 0.25109E-001-0.25183 0.52045 0.45103 + + ELEMENT= 492 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.24940 -0.20808E-001-0.29690 0.54631 0.47312 + 274 0.24940 -0.20808E-001-0.29690 0.54631 0.47312 + 282 0.24940 -0.20808E-001-0.29690 0.54631 0.47312 + 282 0.24940 -0.20808E-001-0.29690 0.54631 0.47312 + 160 0.24940 -0.20808E-001-0.29690 0.54631 0.47312 + 160 0.24940 -0.20808E-001-0.29690 0.54631 0.47312 + 160 0.24940 -0.20808E-001-0.29690 0.54631 0.47312 + 160 0.24940 -0.20808E-001-0.29690 0.54631 0.47312 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 493 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.20177 -0.84314E-001-0.44318 0.64495 0.55973 + 169 0.20177 -0.84314E-001-0.44318 0.64495 0.55973 + 291 0.20177 -0.84314E-001-0.44318 0.64495 0.55973 + 291 0.20177 -0.84314E-001-0.44318 0.64495 0.55973 + 160 0.20177 -0.84314E-001-0.44318 0.64495 0.55973 + 160 0.20177 -0.84314E-001-0.44318 0.64495 0.55973 + 160 0.20177 -0.84314E-001-0.44318 0.64495 0.55973 + 160 0.20177 -0.84314E-001-0.44318 0.64495 0.55973 + + ELEMENT= 494 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.15993 -0.28756 -0.64918 0.80911 0.70202 + 55 0.15993 -0.28756 -0.64918 0.80911 0.70202 + 54 0.15993 -0.28756 -0.64918 0.80911 0.70202 + 54 0.15993 -0.28756 -0.64918 0.80911 0.70202 + 162 0.15993 -0.28756 -0.64918 0.80911 0.70202 + 162 0.15993 -0.28756 -0.64918 0.80911 0.70202 + 162 0.15993 -0.28756 -0.64918 0.80911 0.70202 + 162 0.15993 -0.28756 -0.64918 0.80911 0.70202 + + ELEMENT= 495 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.29796 -0.19461 -0.39174 0.68970 0.61529 + 54 0.29796 -0.19461 -0.39174 0.68970 0.61529 + 55 0.29796 -0.19461 -0.39174 0.68970 0.61529 + 55 0.29796 -0.19461 -0.39174 0.68970 0.61529 + 133 0.29796 -0.19461 -0.39174 0.68970 0.61529 + 133 0.29796 -0.19461 -0.39174 0.68970 0.61529 + 133 0.29796 -0.19461 -0.39174 0.68970 0.61529 + 133 0.29796 -0.19461 -0.39174 0.68970 0.61529 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 496 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.19169 0.25435E-002-0.18828 0.37997 0.32906 + 274 0.19169 0.25435E-002-0.18828 0.37997 0.32906 + 166 0.19169 0.25435E-002-0.18828 0.37997 0.32906 + 166 0.19169 0.25435E-002-0.18828 0.37997 0.32906 + 163 0.19169 0.25435E-002-0.18828 0.37997 0.32906 + 163 0.19169 0.25435E-002-0.18828 0.37997 0.32906 + 163 0.19169 0.25435E-002-0.18828 0.37997 0.32906 + 163 0.19169 0.25435E-002-0.18828 0.37997 0.32906 + + ELEMENT= 497 SOLID185 + NODE S1 S2 S3 SINT SEQV + 282 0.15118 -0.25662E-001-0.26083 0.41200 0.35799 + 274 0.15118 -0.25662E-001-0.26083 0.41200 0.35799 + 163 0.15118 -0.25662E-001-0.26083 0.41200 0.35799 + 163 0.15118 -0.25662E-001-0.26083 0.41200 0.35799 + 160 0.15118 -0.25662E-001-0.26083 0.41200 0.35799 + 160 0.15118 -0.25662E-001-0.26083 0.41200 0.35799 + 160 0.15118 -0.25662E-001-0.26083 0.41200 0.35799 + 160 0.15118 -0.25662E-001-0.26083 0.41200 0.35799 + + ELEMENT= 498 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 0.37645 -0.26160 -0.88699 1.2634 1.0942 + 159 0.37645 -0.26160 -0.88699 1.2634 1.0942 + 66 0.37645 -0.26160 -0.88699 1.2634 1.0942 + 66 0.37645 -0.26160 -0.88699 1.2634 1.0942 + 160 0.37645 -0.26160 -0.88699 1.2634 1.0942 + 160 0.37645 -0.26160 -0.88699 1.2634 1.0942 + 160 0.37645 -0.26160 -0.88699 1.2634 1.0942 + 160 0.37645 -0.26160 -0.88699 1.2634 1.0942 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 499 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.41751 0.10472 -0.10585 0.52336 0.45612 + 162 0.41751 0.10472 -0.10585 0.52336 0.45612 + 54 0.41751 0.10472 -0.10585 0.52336 0.45612 + 54 0.41751 0.10472 -0.10585 0.52336 0.45612 + 159 0.41751 0.10472 -0.10585 0.52336 0.45612 + 159 0.41751 0.10472 -0.10585 0.52336 0.45612 + 159 0.41751 0.10472 -0.10585 0.52336 0.45612 + 159 0.41751 0.10472 -0.10585 0.52336 0.45612 + + ELEMENT= 500 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 -0.14150 -0.40481 -2.1884 2.0469 1.9287 + 262 -0.14150 -0.40481 -2.1884 2.0469 1.9287 + 284 -0.14150 -0.40481 -2.1884 2.0469 1.9287 + 284 -0.14150 -0.40481 -2.1884 2.0469 1.9287 + 287 -0.14150 -0.40481 -2.1884 2.0469 1.9287 + 287 -0.14150 -0.40481 -2.1884 2.0469 1.9287 + 287 -0.14150 -0.40481 -2.1884 2.0469 1.9287 + 287 -0.14150 -0.40481 -2.1884 2.0469 1.9287 + + ELEMENT= 501 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 0.15143 -0.23196 -2.0642 2.2156 2.0510 + 216 0.15143 -0.23196 -2.0642 2.2156 2.0510 + 157 0.15143 -0.23196 -2.0642 2.2156 2.0510 + 157 0.15143 -0.23196 -2.0642 2.2156 2.0510 + 287 0.15143 -0.23196 -2.0642 2.2156 2.0510 + 287 0.15143 -0.23196 -2.0642 2.2156 2.0510 + 287 0.15143 -0.23196 -2.0642 2.2156 2.0510 + 287 0.15143 -0.23196 -2.0642 2.2156 2.0510 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 502 SOLID185 + NODE S1 S2 S3 SINT SEQV + 212 0.96578 0.10765 0.10116 0.86461 0.86139 + 235 0.96578 0.10765 0.10116 0.86461 0.86139 + 264 0.96578 0.10765 0.10116 0.86461 0.86139 + 264 0.96578 0.10765 0.10116 0.86461 0.86139 + 127 0.96578 0.10765 0.10116 0.86461 0.86139 + 127 0.96578 0.10765 0.10116 0.86461 0.86139 + 127 0.96578 0.10765 0.10116 0.86461 0.86139 + 127 0.96578 0.10765 0.10116 0.86461 0.86139 + + ELEMENT= 503 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 0.15037 0.79803E-002-0.73412 0.88448 0.82258 + 257 0.15037 0.79803E-002-0.73412 0.88448 0.82258 + 218 0.15037 0.79803E-002-0.73412 0.88448 0.82258 + 218 0.15037 0.79803E-002-0.73412 0.88448 0.82258 + 215 0.15037 0.79803E-002-0.73412 0.88448 0.82258 + 215 0.15037 0.79803E-002-0.73412 0.88448 0.82258 + 215 0.15037 0.79803E-002-0.73412 0.88448 0.82258 + 215 0.15037 0.79803E-002-0.73412 0.88448 0.82258 + + ELEMENT= 504 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.25245 -0.45578 -2.1454 1.8930 1.7999 + 267 -0.25245 -0.45578 -2.1454 1.8930 1.7999 + 288 -0.25245 -0.45578 -2.1454 1.8930 1.7999 + 288 -0.25245 -0.45578 -2.1454 1.8930 1.7999 + 300 -0.25245 -0.45578 -2.1454 1.8930 1.7999 + 300 -0.25245 -0.45578 -2.1454 1.8930 1.7999 + 300 -0.25245 -0.45578 -2.1454 1.8930 1.7999 + 300 -0.25245 -0.45578 -2.1454 1.8930 1.7999 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 505 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.16170E-001-0.29493 -1.5641 1.5479 1.4291 + 131 -0.16170E-001-0.29493 -1.5641 1.5479 1.4291 + 262 -0.16170E-001-0.29493 -1.5641 1.5479 1.4291 + 262 -0.16170E-001-0.29493 -1.5641 1.5479 1.4291 + 284 -0.16170E-001-0.29493 -1.5641 1.5479 1.4291 + 284 -0.16170E-001-0.29493 -1.5641 1.5479 1.4291 + 284 -0.16170E-001-0.29493 -1.5641 1.5479 1.4291 + 284 -0.16170E-001-0.29493 -1.5641 1.5479 1.4291 + + ELEMENT= 506 SOLID185 + NODE S1 S2 S3 SINT SEQV + 212 0.20421 -0.13614 -0.77276 0.97697 0.85895 + 218 0.20421 -0.13614 -0.77276 0.97697 0.85895 + 267 0.20421 -0.13614 -0.77276 0.97697 0.85895 + 267 0.20421 -0.13614 -0.77276 0.97697 0.85895 + 262 0.20421 -0.13614 -0.77276 0.97697 0.85895 + 262 0.20421 -0.13614 -0.77276 0.97697 0.85895 + 262 0.20421 -0.13614 -0.77276 0.97697 0.85895 + 262 0.20421 -0.13614 -0.77276 0.97697 0.85895 + + ELEMENT= 507 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 0.36544E-001-0.22980 -0.93123 0.96777 0.86589 + 262 0.36544E-001-0.22980 -0.93123 0.96777 0.86589 + 131 0.36544E-001-0.22980 -0.93123 0.96777 0.86589 + 131 0.36544E-001-0.22980 -0.93123 0.96777 0.86589 + 128 0.36544E-001-0.22980 -0.93123 0.96777 0.86589 + 128 0.36544E-001-0.22980 -0.93123 0.96777 0.86589 + 128 0.36544E-001-0.22980 -0.93123 0.96777 0.86589 + 128 0.36544E-001-0.22980 -0.93123 0.96777 0.86589 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 508 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 0.65607 0.10611E-001-0.16041 0.81648 0.74582 + 332 0.65607 0.10611E-001-0.16041 0.81648 0.74582 + 89 0.65607 0.10611E-001-0.16041 0.81648 0.74582 + 89 0.65607 0.10611E-001-0.16041 0.81648 0.74582 + 248 0.65607 0.10611E-001-0.16041 0.81648 0.74582 + 248 0.65607 0.10611E-001-0.16041 0.81648 0.74582 + 248 0.65607 0.10611E-001-0.16041 0.81648 0.74582 + 248 0.65607 0.10611E-001-0.16041 0.81648 0.74582 + + ELEMENT= 509 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 2.1178 0.23556 0.18619E-001 2.0992 1.9995 + 210 2.1178 0.23556 0.18619E-001 2.0992 1.9995 + 115 2.1178 0.23556 0.18619E-001 2.0992 1.9995 + 115 2.1178 0.23556 0.18619E-001 2.0992 1.9995 + 112 2.1178 0.23556 0.18619E-001 2.0992 1.9995 + 112 2.1178 0.23556 0.18619E-001 2.0992 1.9995 + 112 2.1178 0.23556 0.18619E-001 2.0992 1.9995 + 112 2.1178 0.23556 0.18619E-001 2.0992 1.9995 + + ELEMENT= 510 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 1.4734 0.78867E-001 0.30489E-001 1.4429 1.4193 + 223 1.4734 0.78867E-001 0.30489E-001 1.4429 1.4193 + 332 1.4734 0.78867E-001 0.30489E-001 1.4429 1.4193 + 332 1.4734 0.78867E-001 0.30489E-001 1.4429 1.4193 + 248 1.4734 0.78867E-001 0.30489E-001 1.4429 1.4193 + 248 1.4734 0.78867E-001 0.30489E-001 1.4429 1.4193 + 248 1.4734 0.78867E-001 0.30489E-001 1.4429 1.4193 + 248 1.4734 0.78867E-001 0.30489E-001 1.4429 1.4193 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 511 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 1.5117 0.11388 -0.15066E-001 1.5267 1.4665 + 328 1.5117 0.11388 -0.15066E-001 1.5267 1.4665 + 332 1.5117 0.11388 -0.15066E-001 1.5267 1.4665 + 332 1.5117 0.11388 -0.15066E-001 1.5267 1.4665 + 114 1.5117 0.11388 -0.15066E-001 1.5267 1.4665 + 114 1.5117 0.11388 -0.15066E-001 1.5267 1.4665 + 114 1.5117 0.11388 -0.15066E-001 1.5267 1.4665 + 114 1.5117 0.11388 -0.15066E-001 1.5267 1.4665 + + ELEMENT= 512 SOLID185 + NODE S1 S2 S3 SINT SEQV + 213 1.1752 0.13979 -0.24730 1.4224 1.2738 + 219 1.1752 0.13979 -0.24730 1.4224 1.2738 + 210 1.1752 0.13979 -0.24730 1.4224 1.2738 + 210 1.1752 0.13979 -0.24730 1.4224 1.2738 + 115 1.1752 0.13979 -0.24730 1.4224 1.2738 + 115 1.1752 0.13979 -0.24730 1.4224 1.2738 + 115 1.1752 0.13979 -0.24730 1.4224 1.2738 + 115 1.1752 0.13979 -0.24730 1.4224 1.2738 + + ELEMENT= 513 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 0.12656 0.76560E-001-0.49298 0.61954 0.59611 + 78 0.12656 0.76560E-001-0.49298 0.61954 0.59611 + 30 0.12656 0.76560E-001-0.49298 0.61954 0.59611 + 30 0.12656 0.76560E-001-0.49298 0.61954 0.59611 + 75 0.12656 0.76560E-001-0.49298 0.61954 0.59611 + 75 0.12656 0.76560E-001-0.49298 0.61954 0.59611 + 75 0.12656 0.76560E-001-0.49298 0.61954 0.59611 + 75 0.12656 0.76560E-001-0.49298 0.61954 0.59611 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 514 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.34648 -0.10804E-001-0.34169 0.68817 0.59612 + 273 0.34648 -0.10804E-001-0.34169 0.68817 0.59612 + 250 0.34648 -0.10804E-001-0.34169 0.68817 0.59612 + 250 0.34648 -0.10804E-001-0.34169 0.68817 0.59612 + 274 0.34648 -0.10804E-001-0.34169 0.68817 0.59612 + 274 0.34648 -0.10804E-001-0.34169 0.68817 0.59612 + 274 0.34648 -0.10804E-001-0.34169 0.68817 0.59612 + 274 0.34648 -0.10804E-001-0.34169 0.68817 0.59612 + + ELEMENT= 515 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.68278E-001-0.20193E-001-0.16041 0.22869 0.19973 + 309 0.68278E-001-0.20193E-001-0.16041 0.22869 0.19973 + 310 0.68278E-001-0.20193E-001-0.16041 0.22869 0.19973 + 310 0.68278E-001-0.20193E-001-0.16041 0.22869 0.19973 + 134 0.68278E-001-0.20193E-001-0.16041 0.22869 0.19973 + 134 0.68278E-001-0.20193E-001-0.16041 0.22869 0.19973 + 134 0.68278E-001-0.20193E-001-0.16041 0.22869 0.19973 + 134 0.68278E-001-0.20193E-001-0.16041 0.22869 0.19973 + + ELEMENT= 516 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 0.36519 0.33740E-001-0.15532 0.52051 0.45636 + 165 0.36519 0.33740E-001-0.15532 0.52051 0.45636 + 286 0.36519 0.33740E-001-0.15532 0.52051 0.45636 + 286 0.36519 0.33740E-001-0.15532 0.52051 0.45636 + 166 0.36519 0.33740E-001-0.15532 0.52051 0.45636 + 166 0.36519 0.33740E-001-0.15532 0.52051 0.45636 + 166 0.36519 0.33740E-001-0.15532 0.52051 0.45636 + 166 0.36519 0.33740E-001-0.15532 0.52051 0.45636 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 517 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.30075E-001-0.14847 -0.27958 0.30966 0.26922 + 133 0.30075E-001-0.14847 -0.27958 0.30966 0.26922 + 309 0.30075E-001-0.14847 -0.27958 0.30966 0.26922 + 309 0.30075E-001-0.14847 -0.27958 0.30966 0.26922 + 134 0.30075E-001-0.14847 -0.27958 0.30966 0.26922 + 134 0.30075E-001-0.14847 -0.27958 0.30966 0.26922 + 134 0.30075E-001-0.14847 -0.27958 0.30966 0.26922 + 134 0.30075E-001-0.14847 -0.27958 0.30966 0.26922 + + ELEMENT= 518 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.21729 0.17640E-001-0.58462 0.80191 0.72306 + 298 0.21729 0.17640E-001-0.58462 0.80191 0.72306 + 72 0.21729 0.17640E-001-0.58462 0.80191 0.72306 + 72 0.21729 0.17640E-001-0.58462 0.80191 0.72306 + 271 0.21729 0.17640E-001-0.58462 0.80191 0.72306 + 271 0.21729 0.17640E-001-0.58462 0.80191 0.72306 + 271 0.21729 0.17640E-001-0.58462 0.80191 0.72306 + 271 0.21729 0.17640E-001-0.58462 0.80191 0.72306 + + ELEMENT= 519 SOLID185 + NODE S1 S2 S3 SINT SEQV + 285 0.41561 0.22101E-001-0.60233E-001 0.47584 0.44049 + 276 0.41561 0.22101E-001-0.60233E-001 0.47584 0.44049 + 327 0.41561 0.22101E-001-0.60233E-001 0.47584 0.44049 + 327 0.41561 0.22101E-001-0.60233E-001 0.47584 0.44049 + 290 0.41561 0.22101E-001-0.60233E-001 0.47584 0.44049 + 290 0.41561 0.22101E-001-0.60233E-001 0.47584 0.44049 + 290 0.41561 0.22101E-001-0.60233E-001 0.47584 0.44049 + 290 0.41561 0.22101E-001-0.60233E-001 0.47584 0.44049 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 520 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 -0.91946E-002-0.15503 -0.53584 0.52664 0.47098 + 283 -0.91946E-002-0.15503 -0.53584 0.52664 0.47098 + 133 -0.91946E-002-0.15503 -0.53584 0.52664 0.47098 + 133 -0.91946E-002-0.15503 -0.53584 0.52664 0.47098 + 136 -0.91946E-002-0.15503 -0.53584 0.52664 0.47098 + 136 -0.91946E-002-0.15503 -0.53584 0.52664 0.47098 + 136 -0.91946E-002-0.15503 -0.53584 0.52664 0.47098 + 136 -0.91946E-002-0.15503 -0.53584 0.52664 0.47098 + + ELEMENT= 521 SOLID185 + NODE S1 S2 S3 SINT SEQV + 228 0.19435 -0.77133E-001 -1.0289 1.2233 1.1127 + 224 0.19435 -0.77133E-001 -1.0289 1.2233 1.1127 + 179 0.19435 -0.77133E-001 -1.0289 1.2233 1.1127 + 179 0.19435 -0.77133E-001 -1.0289 1.2233 1.1127 + 231 0.19435 -0.77133E-001 -1.0289 1.2233 1.1127 + 231 0.19435 -0.77133E-001 -1.0289 1.2233 1.1127 + 231 0.19435 -0.77133E-001 -1.0289 1.2233 1.1127 + 231 0.19435 -0.77133E-001 -1.0289 1.2233 1.1127 + + ELEMENT= 522 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.30197 -0.83497E-002-0.41127 0.71324 0.61941 + 279 0.30197 -0.83497E-002-0.41127 0.71324 0.61941 + 272 0.30197 -0.83497E-002-0.41127 0.71324 0.61941 + 272 0.30197 -0.83497E-002-0.41127 0.71324 0.61941 + 290 0.30197 -0.83497E-002-0.41127 0.71324 0.61941 + 290 0.30197 -0.83497E-002-0.41127 0.71324 0.61941 + 290 0.30197 -0.83497E-002-0.41127 0.71324 0.61941 + 290 0.30197 -0.83497E-002-0.41127 0.71324 0.61941 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 523 SOLID185 + NODE S1 S2 S3 SINT SEQV + 270 0.97913E-001-0.12337 -0.58622 0.68414 0.60466 + 280 0.97913E-001-0.12337 -0.58622 0.68414 0.60466 + 253 0.97913E-001-0.12337 -0.58622 0.68414 0.60466 + 253 0.97913E-001-0.12337 -0.58622 0.68414 0.60466 + 283 0.97913E-001-0.12337 -0.58622 0.68414 0.60466 + 283 0.97913E-001-0.12337 -0.58622 0.68414 0.60466 + 283 0.97913E-001-0.12337 -0.58622 0.68414 0.60466 + 283 0.97913E-001-0.12337 -0.58622 0.68414 0.60466 + + ELEMENT= 524 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 0.60177E-001-0.15420 -1.1262 1.1863 1.0950 + 143 0.60177E-001-0.15420 -1.1262 1.1863 1.0950 + 281 0.60177E-001-0.15420 -1.1262 1.1863 1.0950 + 281 0.60177E-001-0.15420 -1.1262 1.1863 1.0950 + 140 0.60177E-001-0.15420 -1.1262 1.1863 1.0950 + 140 0.60177E-001-0.15420 -1.1262 1.1863 1.0950 + 140 0.60177E-001-0.15420 -1.1262 1.1863 1.0950 + 140 0.60177E-001-0.15420 -1.1262 1.1863 1.0950 + + ELEMENT= 525 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 0.71649 0.35807E-001-0.34162 1.0581 0.92881 + 303 0.71649 0.35807E-001-0.34162 1.0581 0.92881 + 95 0.71649 0.35807E-001-0.34162 1.0581 0.92881 + 95 0.71649 0.35807E-001-0.34162 1.0581 0.92881 + 237 0.71649 0.35807E-001-0.34162 1.0581 0.92881 + 237 0.71649 0.35807E-001-0.34162 1.0581 0.92881 + 237 0.71649 0.35807E-001-0.34162 1.0581 0.92881 + 237 0.71649 0.35807E-001-0.34162 1.0581 0.92881 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 526 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 1.2864 0.80576E-002-0.19344 1.4798 1.3901 + 233 1.2864 0.80576E-002-0.19344 1.4798 1.3901 + 95 1.2864 0.80576E-002-0.19344 1.4798 1.3901 + 95 1.2864 0.80576E-002-0.19344 1.4798 1.3901 + 92 1.2864 0.80576E-002-0.19344 1.4798 1.3901 + 92 1.2864 0.80576E-002-0.19344 1.4798 1.3901 + 92 1.2864 0.80576E-002-0.19344 1.4798 1.3901 + 92 1.2864 0.80576E-002-0.19344 1.4798 1.3901 + + ELEMENT= 527 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 3.1992 0.53581 0.57056E-001 3.1421 2.9322 + 234 3.1992 0.53581 0.57056E-001 3.1421 2.9322 + 121 3.1992 0.53581 0.57056E-001 3.1421 2.9322 + 121 3.1992 0.53581 0.57056E-001 3.1421 2.9322 + 118 3.1992 0.53581 0.57056E-001 3.1421 2.9322 + 118 3.1992 0.53581 0.57056E-001 3.1421 2.9322 + 118 3.1992 0.53581 0.57056E-001 3.1421 2.9322 + 118 3.1992 0.53581 0.57056E-001 3.1421 2.9322 + + ELEMENT= 528 SOLID185 + NODE S1 S2 S3 SINT SEQV + 237 2.3361 0.72641 0.56950 1.7666 1.6936 + 123 2.3361 0.72641 0.56950 1.7666 1.6936 + 21 2.3361 0.72641 0.56950 1.7666 1.6936 + 21 2.3361 0.72641 0.56950 1.7666 1.6936 + 3 2.3361 0.72641 0.56950 1.7666 1.6936 + 3 2.3361 0.72641 0.56950 1.7666 1.6936 + 3 2.3361 0.72641 0.56950 1.7666 1.6936 + 3 2.3361 0.72641 0.56950 1.7666 1.6936 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 529 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.6628 0.41301 0.63012E-001 1.5998 1.4567 + 235 1.6628 0.41301 0.63012E-001 1.5998 1.4567 + 212 1.6628 0.41301 0.63012E-001 1.5998 1.4567 + 212 1.6628 0.41301 0.63012E-001 1.5998 1.4567 + 215 1.6628 0.41301 0.63012E-001 1.5998 1.4567 + 215 1.6628 0.41301 0.63012E-001 1.5998 1.4567 + 215 1.6628 0.41301 0.63012E-001 1.5998 1.4567 + 215 1.6628 0.41301 0.63012E-001 1.5998 1.4567 + + ELEMENT= 530 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 2.9146 0.61452 0.21183 2.7028 2.5256 + 92 2.9146 0.61452 0.21183 2.7028 2.5256 + 19 2.9146 0.61452 0.21183 2.7028 2.5256 + 19 2.9146 0.61452 0.21183 2.7028 2.5256 + 20 2.9146 0.61452 0.21183 2.7028 2.5256 + 20 2.9146 0.61452 0.21183 2.7028 2.5256 + 20 2.9146 0.61452 0.21183 2.7028 2.5256 + 20 2.9146 0.61452 0.21183 2.7028 2.5256 + + ELEMENT= 531 SOLID185 + NODE S1 S2 S3 SINT SEQV + 237 3.5742 1.0447 0.39674 3.1774 2.9081 + 20 3.5742 1.0447 0.39674 3.1774 2.9081 + 47 3.5742 1.0447 0.39674 3.1774 2.9081 + 47 3.5742 1.0447 0.39674 3.1774 2.9081 + 3 3.5742 1.0447 0.39674 3.1774 2.9081 + 3 3.5742 1.0447 0.39674 3.1774 2.9081 + 3 3.5742 1.0447 0.39674 3.1774 2.9081 + 3 3.5742 1.0447 0.39674 3.1774 2.9081 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 532 SOLID185 + NODE S1 S2 S3 SINT SEQV + 234 1.7700 0.27189 -0.64686E-001 1.8347 1.6917 + 213 1.7700 0.27189 -0.64686E-001 1.8347 1.6917 + 118 1.7700 0.27189 -0.64686E-001 1.8347 1.6917 + 118 1.7700 0.27189 -0.64686E-001 1.8347 1.6917 + 219 1.7700 0.27189 -0.64686E-001 1.8347 1.6917 + 219 1.7700 0.27189 -0.64686E-001 1.8347 1.6917 + 219 1.7700 0.27189 -0.64686E-001 1.8347 1.6917 + 219 1.7700 0.27189 -0.64686E-001 1.8347 1.6917 + + ELEMENT= 533 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 0.80191 0.78401E-002-0.21523 1.0171 0.92599 + 92 0.80191 0.78401E-002-0.21523 1.0171 0.92599 + 236 0.80191 0.78401E-002-0.21523 1.0171 0.92599 + 236 0.80191 0.78401E-002-0.21523 1.0171 0.92599 + 91 0.80191 0.78401E-002-0.21523 1.0171 0.92599 + 91 0.80191 0.78401E-002-0.21523 1.0171 0.92599 + 91 0.80191 0.78401E-002-0.21523 1.0171 0.92599 + 91 0.80191 0.78401E-002-0.21523 1.0171 0.92599 + + ELEMENT= 534 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 1.1417 0.20016 0.45886E-001 1.0958 1.0274 + 125 1.1417 0.20016 0.45886E-001 1.0958 1.0274 + 325 1.1417 0.20016 0.45886E-001 1.0958 1.0274 + 325 1.1417 0.20016 0.45886E-001 1.0958 1.0274 + 128 1.1417 0.20016 0.45886E-001 1.0958 1.0274 + 128 1.1417 0.20016 0.45886E-001 1.0958 1.0274 + 128 1.1417 0.20016 0.45886E-001 1.0958 1.0274 + 128 1.1417 0.20016 0.45886E-001 1.0958 1.0274 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 535 SOLID185 + NODE S1 S2 S3 SINT SEQV + 297 0.66243 -0.56125E-001-0.13654 0.79896 0.76195 + 39 0.66243 -0.56125E-001-0.13654 0.79896 0.76195 + 177 0.66243 -0.56125E-001-0.13654 0.79896 0.76195 + 177 0.66243 -0.56125E-001-0.13654 0.79896 0.76195 + 180 0.66243 -0.56125E-001-0.13654 0.79896 0.76195 + 180 0.66243 -0.56125E-001-0.13654 0.79896 0.76195 + 180 0.66243 -0.56125E-001-0.13654 0.79896 0.76195 + 180 0.66243 -0.56125E-001-0.13654 0.79896 0.76195 + + ELEMENT= 536 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 3.6352 0.91365 0.68744 2.9478 2.8415 + 46 3.6352 0.91365 0.68744 2.9478 2.8415 + 124 3.6352 0.91365 0.68744 2.9478 2.8415 + 124 3.6352 0.91365 0.68744 2.9478 2.8415 + 121 3.6352 0.91365 0.68744 2.9478 2.8415 + 121 3.6352 0.91365 0.68744 2.9478 2.8415 + 121 3.6352 0.91365 0.68744 2.9478 2.8415 + 121 3.6352 0.91365 0.68744 2.9478 2.8415 + + ELEMENT= 537 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 2.4939 0.77469 0.60483 1.8891 1.8102 + 46 2.4939 0.77469 0.60483 1.8891 1.8102 + 45 2.4939 0.77469 0.60483 1.8891 1.8102 + 45 2.4939 0.77469 0.60483 1.8891 1.8102 + 125 2.4939 0.77469 0.60483 1.8891 1.8102 + 125 2.4939 0.77469 0.60483 1.8891 1.8102 + 125 2.4939 0.77469 0.60483 1.8891 1.8102 + 125 2.4939 0.77469 0.60483 1.8891 1.8102 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 538 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.54481 0.21078E-001-0.79456 1.3394 1.1691 + 218 0.54481 0.21078E-001-0.79456 1.3394 1.1691 + 287 0.54481 0.21078E-001-0.79456 1.3394 1.1691 + 287 0.54481 0.21078E-001-0.79456 1.3394 1.1691 + 217 0.54481 0.21078E-001-0.79456 1.3394 1.1691 + 217 0.54481 0.21078E-001-0.79456 1.3394 1.1691 + 217 0.54481 0.21078E-001-0.79456 1.3394 1.1691 + 217 0.54481 0.21078E-001-0.79456 1.3394 1.1691 + + ELEMENT= 539 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.72026 0.42897 0.27957E-001 0.69230 0.60206 + 264 0.72026 0.42897 0.27957E-001 0.69230 0.60206 + 192 0.72026 0.42897 0.27957E-001 0.69230 0.60206 + 192 0.72026 0.42897 0.27957E-001 0.69230 0.60206 + 325 0.72026 0.42897 0.27957E-001 0.69230 0.60206 + 325 0.72026 0.42897 0.27957E-001 0.69230 0.60206 + 325 0.72026 0.42897 0.27957E-001 0.69230 0.60206 + 325 0.72026 0.42897 0.27957E-001 0.69230 0.60206 + + ELEMENT= 540 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.6921 0.10890E-001-0.11394 1.8060 1.7469 + 117 1.6921 0.10890E-001-0.11394 1.8060 1.7469 + 219 1.6921 0.10890E-001-0.11394 1.8060 1.7469 + 219 1.6921 0.10890E-001-0.11394 1.8060 1.7469 + 118 1.6921 0.10890E-001-0.11394 1.8060 1.7469 + 118 1.6921 0.10890E-001-0.11394 1.8060 1.7469 + 118 1.6921 0.10890E-001-0.11394 1.8060 1.7469 + 118 1.6921 0.10890E-001-0.11394 1.8060 1.7469 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 541 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 3.3943 0.54322 0.34025 3.0540 2.9578 + 121 3.3943 0.54322 0.34025 3.0540 2.9578 + 122 3.3943 0.54322 0.34025 3.0540 2.9578 + 122 3.3943 0.54322 0.34025 3.0540 2.9578 + 45 3.3943 0.54322 0.34025 3.0540 2.9578 + 45 3.3943 0.54322 0.34025 3.0540 2.9578 + 45 3.3943 0.54322 0.34025 3.0540 2.9578 + 45 3.3943 0.54322 0.34025 3.0540 2.9578 + + ELEMENT= 542 SOLID185 + NODE S1 S2 S3 SINT SEQV + 194 0.62561E-001-0.11103 -2.0613 2.1238 2.0426 + 261 0.62561E-001-0.11103 -2.0613 2.1238 2.0426 + 262 0.62561E-001-0.11103 -2.0613 2.1238 2.0426 + 262 0.62561E-001-0.11103 -2.0613 2.1238 2.0426 + 284 0.62561E-001-0.11103 -2.0613 2.1238 2.0426 + 284 0.62561E-001-0.11103 -2.0613 2.1238 2.0426 + 284 0.62561E-001-0.11103 -2.0613 2.1238 2.0426 + 284 0.62561E-001-0.11103 -2.0613 2.1238 2.0426 + + ELEMENT= 543 SOLID185 + NODE S1 S2 S3 SINT SEQV + 262 0.29141 0.71907E-001-0.68397E-001 0.35981 0.31411 + 325 0.29141 0.71907E-001-0.68397E-001 0.35981 0.31411 + 193 0.29141 0.71907E-001-0.68397E-001 0.35981 0.31411 + 193 0.29141 0.71907E-001-0.68397E-001 0.35981 0.31411 + 49 0.29141 0.71907E-001-0.68397E-001 0.35981 0.31411 + 49 0.29141 0.71907E-001-0.68397E-001 0.35981 0.31411 + 49 0.29141 0.71907E-001-0.68397E-001 0.35981 0.31411 + 49 0.29141 0.71907E-001-0.68397E-001 0.35981 0.31411 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 544 SOLID185 + NODE S1 S2 S3 SINT SEQV + 262 -0.43296E-001-0.31426 -1.6001 1.5568 1.4406 + 284 -0.43296E-001-0.31426 -1.6001 1.5568 1.4406 + 50 -0.43296E-001-0.31426 -1.6001 1.5568 1.4406 + 50 -0.43296E-001-0.31426 -1.6001 1.5568 1.4406 + 194 -0.43296E-001-0.31426 -1.6001 1.5568 1.4406 + 194 -0.43296E-001-0.31426 -1.6001 1.5568 1.4406 + 194 -0.43296E-001-0.31426 -1.6001 1.5568 1.4406 + 194 -0.43296E-001-0.31426 -1.6001 1.5568 1.4406 + + ELEMENT= 545 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.27201 0.40757E-001-0.59600 0.86801 0.77858 + 261 0.27201 0.40757E-001-0.59600 0.86801 0.77858 + 287 0.27201 0.40757E-001-0.59600 0.86801 0.77858 + 287 0.27201 0.40757E-001-0.59600 0.86801 0.77858 + 262 0.27201 0.40757E-001-0.59600 0.86801 0.77858 + 262 0.27201 0.40757E-001-0.59600 0.86801 0.77858 + 262 0.27201 0.40757E-001-0.59600 0.86801 0.77858 + 262 0.27201 0.40757E-001-0.59600 0.86801 0.77858 + + ELEMENT= 546 SOLID185 + NODE S1 S2 S3 SINT SEQV + 262 0.29514 -0.13624 -0.50824 0.80338 0.69638 + 49 0.29514 -0.13624 -0.50824 0.80338 0.69638 + 193 0.29514 -0.13624 -0.50824 0.80338 0.69638 + 193 0.29514 -0.13624 -0.50824 0.80338 0.69638 + 50 0.29514 -0.13624 -0.50824 0.80338 0.69638 + 50 0.29514 -0.13624 -0.50824 0.80338 0.69638 + 50 0.29514 -0.13624 -0.50824 0.80338 0.69638 + 50 0.29514 -0.13624 -0.50824 0.80338 0.69638 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 547 SOLID185 + NODE S1 S2 S3 SINT SEQV + 148 0.16113 0.54285E-001 -1.3507 1.5118 1.4614 + 208 0.16113 0.54285E-001 -1.3507 1.5118 1.4614 + 152 0.16113 0.54285E-001 -1.3507 1.5118 1.4614 + 152 0.16113 0.54285E-001 -1.3507 1.5118 1.4614 + 203 0.16113 0.54285E-001 -1.3507 1.5118 1.4614 + 203 0.16113 0.54285E-001 -1.3507 1.5118 1.4614 + 203 0.16113 0.54285E-001 -1.3507 1.5118 1.4614 + 203 0.16113 0.54285E-001 -1.3507 1.5118 1.4614 + + ELEMENT= 548 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.24460 -0.26111 -1.4295 1.6741 1.4872 + 236 0.24460 -0.26111 -1.4295 1.6741 1.4872 + 221 0.24460 -0.26111 -1.4295 1.6741 1.4872 + 221 0.24460 -0.26111 -1.4295 1.6741 1.4872 + 215 0.24460 -0.26111 -1.4295 1.6741 1.4872 + 215 0.24460 -0.26111 -1.4295 1.6741 1.4872 + 215 0.24460 -0.26111 -1.4295 1.6741 1.4872 + 215 0.24460 -0.26111 -1.4295 1.6741 1.4872 + + ELEMENT= 549 SOLID185 + NODE S1 S2 S3 SINT SEQV + 244 0.16293 0.50205E-001 -1.9352 2.0981 2.0441 + 149 0.16293 0.50205E-001 -1.9352 2.0981 2.0441 + 26 0.16293 0.50205E-001 -1.9352 2.0981 2.0441 + 26 0.16293 0.50205E-001 -1.9352 2.0981 2.0441 + 152 0.16293 0.50205E-001 -1.9352 2.0981 2.0441 + 152 0.16293 0.50205E-001 -1.9352 2.0981 2.0441 + 152 0.16293 0.50205E-001 -1.9352 2.0981 2.0441 + 152 0.16293 0.50205E-001 -1.9352 2.0981 2.0441 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 550 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.87632 0.27467 -0.10093 0.97725 0.85383 + 248 0.87632 0.27467 -0.10093 0.97725 0.85383 + 211 0.87632 0.27467 -0.10093 0.97725 0.85383 + 211 0.87632 0.27467 -0.10093 0.97725 0.85383 + 246 0.87632 0.27467 -0.10093 0.97725 0.85383 + 246 0.87632 0.27467 -0.10093 0.97725 0.85383 + 246 0.87632 0.27467 -0.10093 0.97725 0.85383 + 246 0.87632 0.27467 -0.10093 0.97725 0.85383 + + ELEMENT= 551 SOLID185 + NODE S1 S2 S3 SINT SEQV + 244 0.56418E-001-0.61571E-001 -2.1227 2.1791 2.1226 + 26 0.56418E-001-0.61571E-001 -2.1227 2.1791 2.1226 + 149 0.56418E-001-0.61571E-001 -2.1227 2.1791 2.1226 + 149 0.56418E-001-0.61571E-001 -2.1227 2.1791 2.1226 + 27 0.56418E-001-0.61571E-001 -2.1227 2.1791 2.1226 + 27 0.56418E-001-0.61571E-001 -2.1227 2.1791 2.1226 + 27 0.56418E-001-0.61571E-001 -2.1227 2.1791 2.1226 + 27 0.56418E-001-0.61571E-001 -2.1227 2.1791 2.1226 + + ELEMENT= 552 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.53417E-001-0.30660 -1.7406 1.7940 1.6438 + 256 0.53417E-001-0.30660 -1.7406 1.7940 1.6438 + 216 0.53417E-001-0.30660 -1.7406 1.7940 1.6438 + 216 0.53417E-001-0.30660 -1.7406 1.7940 1.6438 + 245 0.53417E-001-0.30660 -1.7406 1.7940 1.6438 + 245 0.53417E-001-0.30660 -1.7406 1.7940 1.6438 + 245 0.53417E-001-0.30660 -1.7406 1.7940 1.6438 + 245 0.53417E-001-0.30660 -1.7406 1.7940 1.6438 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 553 SOLID185 + NODE S1 S2 S3 SINT SEQV + 244 0.23209 0.56442E-001-0.95123 1.1833 1.1060 + 87 0.23209 0.56442E-001-0.95123 1.1833 1.1060 + 27 0.23209 0.56442E-001-0.95123 1.1833 1.1060 + 27 0.23209 0.56442E-001-0.95123 1.1833 1.1060 + 84 0.23209 0.56442E-001-0.95123 1.1833 1.1060 + 84 0.23209 0.56442E-001-0.95123 1.1833 1.1060 + 84 0.23209 0.56442E-001-0.95123 1.1833 1.1060 + 84 0.23209 0.56442E-001-0.95123 1.1833 1.1060 + + ELEMENT= 554 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.3304 0.33533E-001-0.16004 1.4905 1.4037 + 321 1.3304 0.33533E-001-0.16004 1.4905 1.4037 + 17 1.3304 0.33533E-001-0.16004 1.4905 1.4037 + 17 1.3304 0.33533E-001-0.16004 1.4905 1.4037 + 86 1.3304 0.33533E-001-0.16004 1.4905 1.4037 + 86 1.3304 0.33533E-001-0.16004 1.4905 1.4037 + 86 1.3304 0.33533E-001-0.16004 1.4905 1.4037 + 86 1.3304 0.33533E-001-0.16004 1.4905 1.4037 + + ELEMENT= 555 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 1.3639 0.17833E-001-0.12758 1.4915 1.4243 + 223 1.3639 0.17833E-001-0.12758 1.4915 1.4243 + 210 1.3639 0.17833E-001-0.12758 1.4915 1.4243 + 210 1.3639 0.17833E-001-0.12758 1.4915 1.4243 + 112 1.3639 0.17833E-001-0.12758 1.4915 1.4243 + 112 1.3639 0.17833E-001-0.12758 1.4915 1.4243 + 112 1.3639 0.17833E-001-0.12758 1.4915 1.4243 + 112 1.3639 0.17833E-001-0.12758 1.4915 1.4243 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 556 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 1.5383 0.71660E-001-0.20882 1.7471 1.6251 + 328 1.5383 0.71660E-001-0.20882 1.7471 1.6251 + 247 1.5383 0.71660E-001-0.20882 1.7471 1.6251 + 247 1.5383 0.71660E-001-0.20882 1.7471 1.6251 + 219 1.5383 0.71660E-001-0.20882 1.7471 1.6251 + 219 1.5383 0.71660E-001-0.20882 1.7471 1.6251 + 219 1.5383 0.71660E-001-0.20882 1.7471 1.6251 + 219 1.5383 0.71660E-001-0.20882 1.7471 1.6251 + + ELEMENT= 557 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.1336 0.33725E-001 0.32644E-001 1.1009 1.1004 + 89 1.1336 0.33725E-001 0.32644E-001 1.1009 1.1004 + 248 1.1336 0.33725E-001 0.32644E-001 1.1009 1.1004 + 248 1.1336 0.33725E-001 0.32644E-001 1.1009 1.1004 + 86 1.1336 0.33725E-001 0.32644E-001 1.1009 1.1004 + 86 1.1336 0.33725E-001 0.32644E-001 1.1009 1.1004 + 86 1.1336 0.33725E-001 0.32644E-001 1.1009 1.1004 + 86 1.1336 0.33725E-001 0.32644E-001 1.1009 1.1004 + + ELEMENT= 558 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.4809 0.40452E-001-0.17883 1.6597 1.5616 + 18 1.4809 0.40452E-001-0.17883 1.6597 1.5616 + 328 1.4809 0.40452E-001-0.17883 1.6597 1.5616 + 328 1.4809 0.40452E-001-0.17883 1.6597 1.5616 + 89 1.4809 0.40452E-001-0.17883 1.6597 1.5616 + 89 1.4809 0.40452E-001-0.17883 1.6597 1.5616 + 89 1.4809 0.40452E-001-0.17883 1.6597 1.5616 + 89 1.4809 0.40452E-001-0.17883 1.6597 1.5616 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 559 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.38959 -0.27871E-002-0.23969 0.62928 0.55048 + 254 0.38959 -0.27871E-002-0.23969 0.62928 0.55048 + 285 0.38959 -0.27871E-002-0.23969 0.62928 0.55048 + 285 0.38959 -0.27871E-002-0.23969 0.62928 0.55048 + 274 0.38959 -0.27871E-002-0.23969 0.62928 0.55048 + 274 0.38959 -0.27871E-002-0.23969 0.62928 0.55048 + 274 0.38959 -0.27871E-002-0.23969 0.62928 0.55048 + 274 0.38959 -0.27871E-002-0.23969 0.62928 0.55048 + + ELEMENT= 560 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 0.99635 0.56246E-001-0.40255 1.3989 1.2352 + 66 0.99635 0.56246E-001-0.40255 1.3989 1.2352 + 170 0.99635 0.56246E-001-0.40255 1.3989 1.2352 + 170 0.99635 0.56246E-001-0.40255 1.3989 1.2352 + 67 0.99635 0.56246E-001-0.40255 1.3989 1.2352 + 67 0.99635 0.56246E-001-0.40255 1.3989 1.2352 + 67 0.99635 0.56246E-001-0.40255 1.3989 1.2352 + 67 0.99635 0.56246E-001-0.40255 1.3989 1.2352 + + ELEMENT= 561 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.28622 -0.44546E-001-0.44964 0.73586 0.63835 + 277 0.28622 -0.44546E-001-0.44964 0.73586 0.63835 + 172 0.28622 -0.44546E-001-0.44964 0.73586 0.63835 + 172 0.28622 -0.44546E-001-0.44964 0.73586 0.63835 + 173 0.28622 -0.44546E-001-0.44964 0.73586 0.63835 + 173 0.28622 -0.44546E-001-0.44964 0.73586 0.63835 + 173 0.28622 -0.44546E-001-0.44964 0.73586 0.63835 + 173 0.28622 -0.44546E-001-0.44964 0.73586 0.63835 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 562 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.82188E-001-0.19372 -0.41712 0.49930 0.43321 + 65 0.82188E-001-0.19372 -0.41712 0.49930 0.43321 + 293 0.82188E-001-0.19372 -0.41712 0.49930 0.43321 + 293 0.82188E-001-0.19372 -0.41712 0.49930 0.43321 + 132 0.82188E-001-0.19372 -0.41712 0.49930 0.43321 + 132 0.82188E-001-0.19372 -0.41712 0.49930 0.43321 + 132 0.82188E-001-0.19372 -0.41712 0.49930 0.43321 + 132 0.82188E-001-0.19372 -0.41712 0.49930 0.43321 + + ELEMENT= 563 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.36625 0.43445E-001-0.61966 0.98591 0.87062 + 170 0.36625 0.43445E-001-0.61966 0.98591 0.87062 + 65 0.36625 0.43445E-001-0.61966 0.98591 0.87062 + 65 0.36625 0.43445E-001-0.61966 0.98591 0.87062 + 64 0.36625 0.43445E-001-0.61966 0.98591 0.87062 + 64 0.36625 0.43445E-001-0.61966 0.98591 0.87062 + 64 0.36625 0.43445E-001-0.61966 0.98591 0.87062 + 64 0.36625 0.43445E-001-0.61966 0.98591 0.87062 + + ELEMENT= 564 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.37457 0.16946E-001-0.34363 0.71820 0.62198 + 173 0.37457 0.16946E-001-0.34363 0.71820 0.62198 + 170 0.37457 0.16946E-001-0.34363 0.71820 0.62198 + 170 0.37457 0.16946E-001-0.34363 0.71820 0.62198 + 64 0.37457 0.16946E-001-0.34363 0.71820 0.62198 + 64 0.37457 0.16946E-001-0.34363 0.71820 0.62198 + 64 0.37457 0.16946E-001-0.34363 0.71820 0.62198 + 64 0.37457 0.16946E-001-0.34363 0.71820 0.62198 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 565 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.35743 0.14433E-002-0.43904 0.79647 0.69106 + 178 0.35743 0.14433E-002-0.43904 0.79647 0.69106 + 229 0.35743 0.14433E-002-0.43904 0.79647 0.69106 + 229 0.35743 0.14433E-002-0.43904 0.79647 0.69106 + 179 0.35743 0.14433E-002-0.43904 0.79647 0.69106 + 179 0.35743 0.14433E-002-0.43904 0.79647 0.69106 + 179 0.35743 0.14433E-002-0.43904 0.79647 0.69106 + 179 0.35743 0.14433E-002-0.43904 0.79647 0.69106 + + ELEMENT= 566 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.36856E-001-0.25987E-001-0.81490 0.85175 0.82214 + 281 0.36856E-001-0.25987E-001-0.81490 0.85175 0.82214 + 227 0.36856E-001-0.25987E-001-0.81490 0.85175 0.82214 + 227 0.36856E-001-0.25987E-001-0.81490 0.85175 0.82214 + 279 0.36856E-001-0.25987E-001-0.81490 0.85175 0.82214 + 279 0.36856E-001-0.25987E-001-0.81490 0.85175 0.82214 + 279 0.36856E-001-0.25987E-001-0.81490 0.85175 0.82214 + 279 0.36856E-001-0.25987E-001-0.81490 0.85175 0.82214 + + ELEMENT= 567 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 0.35755 0.58543E-001-0.52968 0.88723 0.78185 + 75 0.35755 0.58543E-001-0.52968 0.88723 0.78185 + 271 0.35755 0.58543E-001-0.52968 0.88723 0.78185 + 271 0.35755 0.58543E-001-0.52968 0.88723 0.78185 + 272 0.35755 0.58543E-001-0.52968 0.88723 0.78185 + 272 0.35755 0.58543E-001-0.52968 0.88723 0.78185 + 272 0.35755 0.58543E-001-0.52968 0.88723 0.78185 + 272 0.35755 0.58543E-001-0.52968 0.88723 0.78185 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 568 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 0.37966E-001-0.39559E-001-0.68967 0.72763 0.69213 + 138 0.37966E-001-0.39559E-001-0.68967 0.72763 0.69213 + 227 0.37966E-001-0.39559E-001-0.68967 0.72763 0.69213 + 227 0.37966E-001-0.39559E-001-0.68967 0.72763 0.69213 + 228 0.37966E-001-0.39559E-001-0.68967 0.72763 0.69213 + 228 0.37966E-001-0.39559E-001-0.68967 0.72763 0.69213 + 228 0.37966E-001-0.39559E-001-0.68967 0.72763 0.69213 + 228 0.37966E-001-0.39559E-001-0.68967 0.72763 0.69213 + + ELEMENT= 569 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 -0.73730E-001-0.14145 -0.45109 0.37736 0.34847 + 135 -0.73730E-001-0.14145 -0.45109 0.37736 0.34847 + 283 -0.73730E-001-0.14145 -0.45109 0.37736 0.34847 + 283 -0.73730E-001-0.14145 -0.45109 0.37736 0.34847 + 136 -0.73730E-001-0.14145 -0.45109 0.37736 0.34847 + 136 -0.73730E-001-0.14145 -0.45109 0.37736 0.34847 + 136 -0.73730E-001-0.14145 -0.45109 0.37736 0.34847 + 136 -0.73730E-001-0.14145 -0.45109 0.37736 0.34847 + + ELEMENT= 570 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.59822E-002-0.12636 -0.87445 0.88043 0.82229 + 62 0.59822E-002-0.12636 -0.87445 0.88043 0.82229 + 228 0.59822E-002-0.12636 -0.87445 0.88043 0.82229 + 228 0.59822E-002-0.12636 -0.87445 0.88043 0.82229 + 141 0.59822E-002-0.12636 -0.87445 0.88043 0.82229 + 141 0.59822E-002-0.12636 -0.87445 0.88043 0.82229 + 141 0.59822E-002-0.12636 -0.87445 0.88043 0.82229 + 141 0.59822E-002-0.12636 -0.87445 0.88043 0.82229 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 571 SOLID185 + NODE S1 S2 S3 SINT SEQV + 228 -0.70106E-001-0.22437 -1.2722 1.2021 1.1329 + 176 -0.70106E-001-0.22437 -1.2722 1.2021 1.1329 + 63 -0.70106E-001-0.22437 -1.2722 1.2021 1.1329 + 63 -0.70106E-001-0.22437 -1.2722 1.2021 1.1329 + 62 -0.70106E-001-0.22437 -1.2722 1.2021 1.1329 + 62 -0.70106E-001-0.22437 -1.2722 1.2021 1.1329 + 62 -0.70106E-001-0.22437 -1.2722 1.2021 1.1329 + 62 -0.70106E-001-0.22437 -1.2722 1.2021 1.1329 + + ELEMENT= 572 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 -0.22004E-001-0.89781E-001-0.81171 0.78970 0.75809 + 138 -0.22004E-001-0.89781E-001-0.81171 0.78970 0.75809 + 228 -0.22004E-001-0.89781E-001-0.81171 0.78970 0.75809 + 228 -0.22004E-001-0.89781E-001-0.81171 0.78970 0.75809 + 63 -0.22004E-001-0.89781E-001-0.81171 0.78970 0.75809 + 63 -0.22004E-001-0.89781E-001-0.81171 0.78970 0.75809 + 63 -0.22004E-001-0.89781E-001-0.81171 0.78970 0.75809 + 63 -0.22004E-001-0.89781E-001-0.81171 0.78970 0.75809 + + ELEMENT= 573 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.63952 -0.32560E-001-0.46019 1.0997 0.96019 + 12 0.63952 -0.32560E-001-0.46019 1.0997 0.96019 + 99 0.63952 -0.32560E-001-0.46019 1.0997 0.96019 + 99 0.63952 -0.32560E-001-0.46019 1.0997 0.96019 + 13 0.63952 -0.32560E-001-0.46019 1.0997 0.96019 + 13 0.63952 -0.32560E-001-0.46019 1.0997 0.96019 + 13 0.63952 -0.32560E-001-0.46019 1.0997 0.96019 + 13 0.63952 -0.32560E-001-0.46019 1.0997 0.96019 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 574 SOLID185 + NODE S1 S2 S3 SINT SEQV + 227 0.35782E-001-0.13369 -1.3204 1.3562 1.2799 + 228 0.35782E-001-0.13369 -1.3204 1.3562 1.2799 + 138 0.35782E-001-0.13369 -1.3204 1.3562 1.2799 + 138 0.35782E-001-0.13369 -1.3204 1.3562 1.2799 + 141 0.35782E-001-0.13369 -1.3204 1.3562 1.2799 + 141 0.35782E-001-0.13369 -1.3204 1.3562 1.2799 + 141 0.35782E-001-0.13369 -1.3204 1.3562 1.2799 + 141 0.35782E-001-0.13369 -1.3204 1.3562 1.2799 + + ELEMENT= 575 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 0.29824 0.52406E-001-0.54783 0.84607 0.75384 + 63 0.29824 0.52406E-001-0.54783 0.84607 0.75384 + 176 0.29824 0.52406E-001-0.54783 0.84607 0.75384 + 176 0.29824 0.52406E-001-0.54783 0.84607 0.75384 + 173 0.29824 0.52406E-001-0.54783 0.84607 0.75384 + 173 0.29824 0.52406E-001-0.54783 0.84607 0.75384 + 173 0.29824 0.52406E-001-0.54783 0.84607 0.75384 + 173 0.29824 0.52406E-001-0.54783 0.84607 0.75384 + + ELEMENT= 576 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.41641E-001-0.15303 -0.66566 0.70730 0.63284 + 175 0.41641E-001-0.15303 -0.66566 0.70730 0.63284 + 176 0.41641E-001-0.15303 -0.66566 0.70730 0.63284 + 176 0.41641E-001-0.15303 -0.66566 0.70730 0.63284 + 179 0.41641E-001-0.15303 -0.66566 0.70730 0.63284 + 179 0.41641E-001-0.15303 -0.66566 0.70730 0.63284 + 179 0.41641E-001-0.15303 -0.66566 0.70730 0.63284 + 179 0.41641E-001-0.15303 -0.66566 0.70730 0.63284 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 577 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.70637 0.68490E-001-0.10570 0.81208 0.74051 + 307 0.70637 0.68490E-001-0.10570 0.81208 0.74051 + 290 0.70637 0.68490E-001-0.10570 0.81208 0.74051 + 290 0.70637 0.68490E-001-0.10570 0.81208 0.74051 + 306 0.70637 0.68490E-001-0.10570 0.81208 0.74051 + 306 0.70637 0.68490E-001-0.10570 0.81208 0.74051 + 306 0.70637 0.68490E-001-0.10570 0.81208 0.74051 + 306 0.70637 0.68490E-001-0.10570 0.81208 0.74051 + + ELEMENT= 578 SOLID185 + NODE S1 S2 S3 SINT SEQV + 265 0.63527 -0.37537E-001-0.16149 0.79676 0.74258 + 225 0.63527 -0.37537E-001-0.16149 0.79676 0.74258 + 297 0.63527 -0.37537E-001-0.16149 0.79676 0.74258 + 297 0.63527 -0.37537E-001-0.16149 0.79676 0.74258 + 226 0.63527 -0.37537E-001-0.16149 0.79676 0.74258 + 226 0.63527 -0.37537E-001-0.16149 0.79676 0.74258 + 226 0.63527 -0.37537E-001-0.16149 0.79676 0.74258 + 226 0.63527 -0.37537E-001-0.16149 0.79676 0.74258 + + ELEMENT= 579 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.38862 0.29420E-001-0.72278E-001 0.46090 0.41940 + 290 0.38862 0.29420E-001-0.72278E-001 0.46090 0.41940 + 285 0.38862 0.29420E-001-0.72278E-001 0.46090 0.41940 + 285 0.38862 0.29420E-001-0.72278E-001 0.46090 0.41940 + 306 0.38862 0.29420E-001-0.72278E-001 0.46090 0.41940 + 306 0.38862 0.29420E-001-0.72278E-001 0.46090 0.41940 + 306 0.38862 0.29420E-001-0.72278E-001 0.46090 0.41940 + 306 0.38862 0.29420E-001-0.72278E-001 0.46090 0.41940 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 580 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.28957 -0.66536E-001-0.42200 0.71157 0.61624 + 226 0.28957 -0.66536E-001-0.42200 0.71157 0.61624 + 229 0.28957 -0.66536E-001-0.42200 0.71157 0.61624 + 229 0.28957 -0.66536E-001-0.42200 0.71157 0.61624 + 178 0.28957 -0.66536E-001-0.42200 0.71157 0.61624 + 178 0.28957 -0.66536E-001-0.42200 0.71157 0.61624 + 178 0.28957 -0.66536E-001-0.42200 0.71157 0.61624 + 178 0.28957 -0.66536E-001-0.42200 0.71157 0.61624 + + ELEMENT= 581 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.58308E-001-0.35192 -1.9631 1.9048 1.7763 + 217 -0.58308E-001-0.35192 -1.9631 1.9048 1.7763 + 218 -0.58308E-001-0.35192 -1.9631 1.9048 1.7763 + 218 -0.58308E-001-0.35192 -1.9631 1.9048 1.7763 + 207 -0.58308E-001-0.35192 -1.9631 1.9048 1.7763 + 207 -0.58308E-001-0.35192 -1.9631 1.9048 1.7763 + 207 -0.58308E-001-0.35192 -1.9631 1.9048 1.7763 + 207 -0.58308E-001-0.35192 -1.9631 1.9048 1.7763 + + ELEMENT= 582 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.19435 -0.24609 -1.8785 1.6841 1.6589 + 217 -0.19435 -0.24609 -1.8785 1.6841 1.6589 + 207 -0.19435 -0.24609 -1.8785 1.6841 1.6589 + 207 -0.19435 -0.24609 -1.8785 1.6841 1.6589 + 261 -0.19435 -0.24609 -1.8785 1.6841 1.6589 + 261 -0.19435 -0.24609 -1.8785 1.6841 1.6589 + 261 -0.19435 -0.24609 -1.8785 1.6841 1.6589 + 261 -0.19435 -0.24609 -1.8785 1.6841 1.6589 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 583 SOLID185 + NODE S1 S2 S3 SINT SEQV + 151 0.12029 -0.24215 -2.5115 2.6318 2.4706 + 154 0.12029 -0.24215 -2.5115 2.6318 2.4706 + 208 0.12029 -0.24215 -2.5115 2.6318 2.4706 + 208 0.12029 -0.24215 -2.5115 2.6318 2.4706 + 207 0.12029 -0.24215 -2.5115 2.6318 2.4706 + 207 0.12029 -0.24215 -2.5115 2.6318 2.4706 + 207 0.12029 -0.24215 -2.5115 2.6318 2.4706 + 207 0.12029 -0.24215 -2.5115 2.6318 2.4706 + + ELEMENT= 584 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.87993E-001-0.19325 -1.4624 1.3744 1.3249 + 257 -0.87993E-001-0.19325 -1.4624 1.3744 1.3249 + 216 -0.87993E-001-0.19325 -1.4624 1.3744 1.3249 + 216 -0.87993E-001-0.19325 -1.4624 1.3744 1.3249 + 218 -0.87993E-001-0.19325 -1.4624 1.3744 1.3249 + 218 -0.87993E-001-0.19325 -1.4624 1.3744 1.3249 + 218 -0.87993E-001-0.19325 -1.4624 1.3744 1.3249 + 218 -0.87993E-001-0.19325 -1.4624 1.3744 1.3249 + + ELEMENT= 585 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.54888E-001-0.27231 -0.89925 0.84436 0.75936 + 267 -0.54888E-001-0.27231 -0.89925 0.84436 0.75936 + 257 -0.54888E-001-0.27231 -0.89925 0.84436 0.75936 + 257 -0.54888E-001-0.27231 -0.89925 0.84436 0.75936 + 218 -0.54888E-001-0.27231 -0.89925 0.84436 0.75936 + 218 -0.54888E-001-0.27231 -0.89925 0.84436 0.75936 + 218 -0.54888E-001-0.27231 -0.89925 0.84436 0.75936 + 218 -0.54888E-001-0.27231 -0.89925 0.84436 0.75936 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 586 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.31256 -0.15634 -0.76976 1.0823 0.94010 + 262 0.31256 -0.15634 -0.76976 1.0823 0.94010 + 264 0.31256 -0.15634 -0.76976 1.0823 0.94010 + 264 0.31256 -0.15634 -0.76976 1.0823 0.94010 + 325 0.31256 -0.15634 -0.76976 1.0823 0.94010 + 325 0.31256 -0.15634 -0.76976 1.0823 0.94010 + 325 0.31256 -0.15634 -0.76976 1.0823 0.94010 + 325 0.31256 -0.15634 -0.76976 1.0823 0.94010 + + ELEMENT= 587 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.17709 0.99157E-001-0.41981 0.59691 0.56201 + 217 0.17709 0.99157E-001-0.41981 0.59691 0.56201 + 191 0.17709 0.99157E-001-0.41981 0.59691 0.56201 + 191 0.17709 0.99157E-001-0.41981 0.59691 0.56201 + 190 0.17709 0.99157E-001-0.41981 0.59691 0.56201 + 190 0.17709 0.99157E-001-0.41981 0.59691 0.56201 + 190 0.17709 0.99157E-001-0.41981 0.59691 0.56201 + 190 0.17709 0.99157E-001-0.41981 0.59691 0.56201 + + ELEMENT= 588 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.21042 0.38178E-001-0.66296 0.87337 0.80126 + 218 0.21042 0.38178E-001-0.66296 0.87337 0.80126 + 207 0.21042 0.38178E-001-0.66296 0.87337 0.80126 + 207 0.21042 0.38178E-001-0.66296 0.87337 0.80126 + 216 0.21042 0.38178E-001-0.66296 0.87337 0.80126 + 216 0.21042 0.38178E-001-0.66296 0.87337 0.80126 + 216 0.21042 0.38178E-001-0.66296 0.87337 0.80126 + 216 0.21042 0.38178E-001-0.66296 0.87337 0.80126 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 589 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 3.3011 0.65357 0.19592 3.1052 2.9036 + 237 3.3011 0.65357 0.19592 3.1052 2.9036 + 120 3.3011 0.65357 0.19592 3.1052 2.9036 + 120 3.3011 0.65357 0.19592 3.1052 2.9036 + 47 3.3011 0.65357 0.19592 3.1052 2.9036 + 47 3.3011 0.65357 0.19592 3.1052 2.9036 + 47 3.3011 0.65357 0.19592 3.1052 2.9036 + 47 3.3011 0.65357 0.19592 3.1052 2.9036 + + ELEMENT= 590 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 1.5963 0.30054 0.21064 1.3857 1.3430 + 235 1.5963 0.30054 0.21064 1.3857 1.3430 + 124 1.5963 0.30054 0.21064 1.3857 1.3430 + 124 1.5963 0.30054 0.21064 1.3857 1.3430 + 127 1.5963 0.30054 0.21064 1.3857 1.3430 + 127 1.5963 0.30054 0.21064 1.3857 1.3430 + 127 1.5963 0.30054 0.21064 1.3857 1.3430 + 127 1.5963 0.30054 0.21064 1.3857 1.3430 + + ELEMENT= 591 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.65283 0.14451 -0.34538E-001 0.68736 0.61762 + 212 0.65283 0.14451 -0.34538E-001 0.68736 0.61762 + 214 0.65283 0.14451 -0.34538E-001 0.68736 0.61762 + 214 0.65283 0.14451 -0.34538E-001 0.68736 0.61762 + 217 0.65283 0.14451 -0.34538E-001 0.68736 0.61762 + 217 0.65283 0.14451 -0.34538E-001 0.68736 0.61762 + 217 0.65283 0.14451 -0.34538E-001 0.68736 0.61762 + 217 0.65283 0.14451 -0.34538E-001 0.68736 0.61762 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 592 SOLID185 + NODE S1 S2 S3 SINT SEQV + 212 0.59375 0.16239 -0.75326E-001 0.66908 0.58747 + 215 0.59375 0.16239 -0.75326E-001 0.66908 0.58747 + 235 0.59375 0.16239 -0.75326E-001 0.66908 0.58747 + 235 0.59375 0.16239 -0.75326E-001 0.66908 0.58747 + 127 0.59375 0.16239 -0.75326E-001 0.66908 0.58747 + 127 0.59375 0.16239 -0.75326E-001 0.66908 0.58747 + 127 0.59375 0.16239 -0.75326E-001 0.66908 0.58747 + 127 0.59375 0.16239 -0.75326E-001 0.66908 0.58747 + + ELEMENT= 593 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.31157 0.14451E-001-0.27870 0.59026 0.51119 + 330 0.31157 0.14451E-001-0.27870 0.59026 0.51119 + 254 0.31157 0.14451E-001-0.27870 0.59026 0.51119 + 254 0.31157 0.14451E-001-0.27870 0.59026 0.51119 + 291 0.31157 0.14451E-001-0.27870 0.59026 0.51119 + 291 0.31157 0.14451E-001-0.27870 0.59026 0.51119 + 291 0.31157 0.14451E-001-0.27870 0.59026 0.51119 + 291 0.31157 0.14451E-001-0.27870 0.59026 0.51119 + + ELEMENT= 594 SOLID185 + NODE S1 S2 S3 SINT SEQV + 285 0.73195 0.11542 0.48623E-001 0.68333 0.65250 + 327 0.73195 0.11542 0.48623E-001 0.68333 0.65250 + 100 0.73195 0.11542 0.48623E-001 0.68333 0.65250 + 100 0.73195 0.11542 0.48623E-001 0.68333 0.65250 + 306 0.73195 0.11542 0.48623E-001 0.68333 0.65250 + 306 0.73195 0.11542 0.48623E-001 0.68333 0.65250 + 306 0.73195 0.11542 0.48623E-001 0.68333 0.65250 + 306 0.73195 0.11542 0.48623E-001 0.68333 0.65250 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 595 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.23936 0.11461 0.20172E-001 0.21919 0.19043 + 326 0.23936 0.11461 0.20172E-001 0.21919 0.19043 + 329 0.23936 0.11461 0.20172E-001 0.21919 0.19043 + 329 0.23936 0.11461 0.20172E-001 0.21919 0.19043 + 98 0.23936 0.11461 0.20172E-001 0.21919 0.19043 + 98 0.23936 0.11461 0.20172E-001 0.21919 0.19043 + 98 0.23936 0.11461 0.20172E-001 0.21919 0.19043 + 98 0.23936 0.11461 0.20172E-001 0.21919 0.19043 + + ELEMENT= 596 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.18380 -0.83508E-001-0.67242 0.85623 0.75875 + 68 0.18380 -0.83508E-001-0.67242 0.85623 0.75875 + 329 0.18380 -0.83508E-001-0.67242 0.85623 0.75875 + 329 0.18380 -0.83508E-001-0.67242 0.85623 0.75875 + 161 0.18380 -0.83508E-001-0.67242 0.85623 0.75875 + 161 0.18380 -0.83508E-001-0.67242 0.85623 0.75875 + 161 0.18380 -0.83508E-001-0.67242 0.85623 0.75875 + 161 0.18380 -0.83508E-001-0.67242 0.85623 0.75875 + + ELEMENT= 597 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.15458 -0.13446 -1.0320 1.1866 1.0717 + 68 0.15458 -0.13446 -1.0320 1.1866 1.0717 + 67 0.15458 -0.13446 -1.0320 1.1866 1.0717 + 67 0.15458 -0.13446 -1.0320 1.1866 1.0717 + 169 0.15458 -0.13446 -1.0320 1.1866 1.0717 + 169 0.15458 -0.13446 -1.0320 1.1866 1.0717 + 169 0.15458 -0.13446 -1.0320 1.1866 1.0717 + 169 0.15458 -0.13446 -1.0320 1.1866 1.0717 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 598 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.26245 -0.19618 -0.75953 1.0220 0.88661 + 67 0.26245 -0.19618 -0.75953 1.0220 0.88661 + 160 0.26245 -0.19618 -0.75953 1.0220 0.88661 + 160 0.26245 -0.19618 -0.75953 1.0220 0.88661 + 169 0.26245 -0.19618 -0.75953 1.0220 0.88661 + 169 0.26245 -0.19618 -0.75953 1.0220 0.88661 + 169 0.26245 -0.19618 -0.75953 1.0220 0.88661 + 169 0.26245 -0.19618 -0.75953 1.0220 0.88661 + + ELEMENT= 599 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 2.2664 0.35162 0.14962 2.1167 2.0233 + 18 2.2664 0.35162 0.14962 2.1167 2.0233 + 86 2.2664 0.35162 0.14962 2.1167 2.0233 + 86 2.2664 0.35162 0.14962 2.1167 2.0233 + 17 2.2664 0.35162 0.14962 2.1167 2.0233 + 17 2.2664 0.35162 0.14962 2.1167 2.0233 + 17 2.2664 0.35162 0.14962 2.1167 2.0233 + 17 2.2664 0.35162 0.14962 2.1167 2.0233 + + ELEMENT= 600 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.26357 -0.27308E-001-0.26278 0.52635 0.45667 + 274 0.26357 -0.27308E-001-0.26278 0.52635 0.45667 + 160 0.26357 -0.27308E-001-0.26278 0.52635 0.45667 + 160 0.26357 -0.27308E-001-0.26278 0.52635 0.45667 + 161 0.26357 -0.27308E-001-0.26278 0.52635 0.45667 + 161 0.26357 -0.27308E-001-0.26278 0.52635 0.45667 + 161 0.26357 -0.27308E-001-0.26278 0.52635 0.45667 + 161 0.26357 -0.27308E-001-0.26278 0.52635 0.45667 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 601 SOLID185 + NODE S1 S2 S3 SINT SEQV + 202 0.89811E-001-0.75677E-001-0.90441 0.99422 0.92268 + 227 0.89811E-001-0.75677E-001-0.90441 0.99422 0.92268 + 141 0.89811E-001-0.75677E-001-0.90441 0.99422 0.92268 + 141 0.89811E-001-0.75677E-001-0.90441 0.99422 0.92268 + 231 0.89811E-001-0.75677E-001-0.90441 0.99422 0.92268 + 231 0.89811E-001-0.75677E-001-0.90441 0.99422 0.92268 + 231 0.89811E-001-0.75677E-001-0.90441 0.99422 0.92268 + 231 0.89811E-001-0.75677E-001-0.90441 0.99422 0.92268 + + ELEMENT= 602 SOLID185 + NODE S1 S2 S3 SINT SEQV + 138 -0.18340E-001-0.55495E-001-0.71238 0.69404 0.67623 + 139 -0.18340E-001-0.55495E-001-0.71238 0.69404 0.67623 + 280 -0.18340E-001-0.55495E-001-0.71238 0.69404 0.67623 + 280 -0.18340E-001-0.55495E-001-0.71238 0.69404 0.67623 + 227 -0.18340E-001-0.55495E-001-0.71238 0.69404 0.67623 + 227 -0.18340E-001-0.55495E-001-0.71238 0.69404 0.67623 + 227 -0.18340E-001-0.55495E-001-0.71238 0.69404 0.67623 + 227 -0.18340E-001-0.55495E-001-0.71238 0.69404 0.67623 + + ELEMENT= 603 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.52798E-001-0.22351E-001 -1.1793 1.2321 1.1963 + 144 0.52798E-001-0.22351E-001 -1.1793 1.2321 1.1963 + 318 0.52798E-001-0.22351E-001 -1.1793 1.2321 1.1963 + 318 0.52798E-001-0.22351E-001 -1.1793 1.2321 1.1963 + 61 0.52798E-001-0.22351E-001 -1.1793 1.2321 1.1963 + 61 0.52798E-001-0.22351E-001 -1.1793 1.2321 1.1963 + 61 0.52798E-001-0.22351E-001 -1.1793 1.2321 1.1963 + 61 0.52798E-001-0.22351E-001 -1.1793 1.2321 1.1963 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 604 SOLID185 + NODE S1 S2 S3 SINT SEQV + 318 -0.11568 -0.31839 -1.9087 1.7930 1.7007 + 182 -0.11568 -0.31839 -1.9087 1.7930 1.7007 + 61 -0.11568 -0.31839 -1.9087 1.7930 1.7007 + 61 -0.11568 -0.31839 -1.9087 1.7930 1.7007 + 60 -0.11568 -0.31839 -1.9087 1.7930 1.7007 + 60 -0.11568 -0.31839 -1.9087 1.7930 1.7007 + 60 -0.11568 -0.31839 -1.9087 1.7930 1.7007 + 60 -0.11568 -0.31839 -1.9087 1.7930 1.7007 + + ELEMENT= 605 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 1.0077 0.10262 -0.13100 1.1387 1.0417 + 265 1.0077 0.10262 -0.13100 1.1387 1.0417 + 225 1.0077 0.10262 -0.13100 1.1387 1.0417 + 225 1.0077 0.10262 -0.13100 1.1387 1.0417 + 197 1.0077 0.10262 -0.13100 1.1387 1.0417 + 197 1.0077 0.10262 -0.13100 1.1387 1.0417 + 197 1.0077 0.10262 -0.13100 1.1387 1.0417 + 197 1.0077 0.10262 -0.13100 1.1387 1.0417 + + ELEMENT= 606 SOLID185 + NODE S1 S2 S3 SINT SEQV + 202 0.29326 0.21599E-001 -1.2351 1.5284 1.4123 + 205 0.29326 0.21599E-001 -1.2351 1.5284 1.4123 + 317 0.29326 0.21599E-001 -1.2351 1.5284 1.4123 + 317 0.29326 0.21599E-001 -1.2351 1.5284 1.4123 + 206 0.29326 0.21599E-001 -1.2351 1.5284 1.4123 + 206 0.29326 0.21599E-001 -1.2351 1.5284 1.4123 + 206 0.29326 0.21599E-001 -1.2351 1.5284 1.4123 + 206 0.29326 0.21599E-001 -1.2351 1.5284 1.4123 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 607 SOLID185 + NODE S1 S2 S3 SINT SEQV + 318 0.39467 0.58545E-001-0.98881 1.3835 1.2498 + 60 0.39467 0.58545E-001-0.98881 1.3835 1.2498 + 185 0.39467 0.58545E-001-0.98881 1.3835 1.2498 + 185 0.39467 0.58545E-001-0.98881 1.3835 1.2498 + 182 0.39467 0.58545E-001-0.98881 1.3835 1.2498 + 182 0.39467 0.58545E-001-0.98881 1.3835 1.2498 + 182 0.39467 0.58545E-001-0.98881 1.3835 1.2498 + 182 0.39467 0.58545E-001-0.98881 1.3835 1.2498 + + ELEMENT= 608 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.94848 0.40244E-001-0.39211E-001 0.98770 0.95046 + 197 0.94848 0.40244E-001-0.39211E-001 0.98770 0.95046 + 196 0.94848 0.40244E-001-0.39211E-001 0.98770 0.95046 + 196 0.94848 0.40244E-001-0.39211E-001 0.98770 0.95046 + 210 0.94848 0.40244E-001-0.39211E-001 0.98770 0.95046 + 210 0.94848 0.40244E-001-0.39211E-001 0.98770 0.95046 + 210 0.94848 0.40244E-001-0.39211E-001 0.98770 0.95046 + 210 0.94848 0.40244E-001-0.39211E-001 0.98770 0.95046 + + ELEMENT= 609 SOLID185 + NODE S1 S2 S3 SINT SEQV + 265 0.40807 -0.81384E-001-0.24899 0.65707 0.59135 + 224 0.40807 -0.81384E-001-0.24899 0.65707 0.59135 + 195 0.40807 -0.81384E-001-0.24899 0.65707 0.59135 + 195 0.40807 -0.81384E-001-0.24899 0.65707 0.59135 + 225 0.40807 -0.81384E-001-0.24899 0.65707 0.59135 + 225 0.40807 -0.81384E-001-0.24899 0.65707 0.59135 + 225 0.40807 -0.81384E-001-0.24899 0.65707 0.59135 + 225 0.40807 -0.81384E-001-0.24899 0.65707 0.59135 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 610 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.54678 -0.12002E-001-0.87967E-001 0.63475 0.60038 + 327 0.54678 -0.12002E-001-0.87967E-001 0.63475 0.60038 + 312 0.54678 -0.12002E-001-0.87967E-001 0.63475 0.60038 + 312 0.54678 -0.12002E-001-0.87967E-001 0.63475 0.60038 + 275 0.54678 -0.12002E-001-0.87967E-001 0.63475 0.60038 + 275 0.54678 -0.12002E-001-0.87967E-001 0.63475 0.60038 + 275 0.54678 -0.12002E-001-0.87967E-001 0.63475 0.60038 + 275 0.54678 -0.12002E-001-0.87967E-001 0.63475 0.60038 + + ELEMENT= 611 SOLID185 + NODE S1 S2 S3 SINT SEQV + 259 1.5014 0.18163 -0.13543 1.6368 1.5036 + 187 1.5014 0.18163 -0.13543 1.6368 1.5036 + 186 1.5014 0.18163 -0.13543 1.6368 1.5036 + 186 1.5014 0.18163 -0.13543 1.6368 1.5036 + 183 1.5014 0.18163 -0.13543 1.6368 1.5036 + 183 1.5014 0.18163 -0.13543 1.6368 1.5036 + 183 1.5014 0.18163 -0.13543 1.6368 1.5036 + 183 1.5014 0.18163 -0.13543 1.6368 1.5036 + + ELEMENT= 612 SOLID185 + NODE S1 S2 S3 SINT SEQV + 272 0.25795 -0.37216E-001-0.56727 0.82522 0.72425 + 75 0.25795 -0.37216E-001-0.56727 0.82522 0.72425 + 271 0.25795 -0.37216E-001-0.56727 0.82522 0.72425 + 271 0.25795 -0.37216E-001-0.56727 0.82522 0.72425 + 76 0.25795 -0.37216E-001-0.56727 0.82522 0.72425 + 76 0.25795 -0.37216E-001-0.56727 0.82522 0.72425 + 76 0.25795 -0.37216E-001-0.56727 0.82522 0.72425 + 76 0.25795 -0.37216E-001-0.56727 0.82522 0.72425 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 613 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.72218 0.76653E-001-0.35466 1.0768 0.93871 + 316 0.72218 0.76653E-001-0.35466 1.0768 0.93871 + 239 0.72218 0.76653E-001-0.35466 1.0768 0.93871 + 239 0.72218 0.76653E-001-0.35466 1.0768 0.93871 + 79 0.72218 0.76653E-001-0.35466 1.0768 0.93871 + 79 0.72218 0.76653E-001-0.35466 1.0768 0.93871 + 79 0.72218 0.76653E-001-0.35466 1.0768 0.93871 + 79 0.72218 0.76653E-001-0.35466 1.0768 0.93871 + + ELEMENT= 614 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.16183 -0.22699 -0.88068 0.71884 0.68858 + 267 -0.16183 -0.22699 -0.88068 0.71884 0.68858 + 218 -0.16183 -0.22699 -0.88068 0.71884 0.68858 + 218 -0.16183 -0.22699 -0.88068 0.71884 0.68858 + 262 -0.16183 -0.22699 -0.88068 0.71884 0.68858 + 262 -0.16183 -0.22699 -0.88068 0.71884 0.68858 + 262 -0.16183 -0.22699 -0.88068 0.71884 0.68858 + 262 -0.16183 -0.22699 -0.88068 0.71884 0.68858 + + ELEMENT= 615 SOLID185 + NODE S1 S2 S3 SINT SEQV + 297 1.4359 -0.15296E-001-0.10471 1.5407 1.4979 + 40 1.4359 -0.15296E-001-0.10471 1.5407 1.4979 + 110 1.4359 -0.15296E-001-0.10471 1.5407 1.4979 + 110 1.4359 -0.15296E-001-0.10471 1.5407 1.4979 + 107 1.4359 -0.15296E-001-0.10471 1.5407 1.4979 + 107 1.4359 -0.15296E-001-0.10471 1.5407 1.4979 + 107 1.4359 -0.15296E-001-0.10471 1.5407 1.4979 + 107 1.4359 -0.15296E-001-0.10471 1.5407 1.4979 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 616 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.89560 0.28069E-001-0.12168 1.0173 0.95128 + 80 0.89560 0.28069E-001-0.12168 1.0173 0.95128 + 322 0.89560 0.28069E-001-0.12168 1.0173 0.95128 + 322 0.89560 0.28069E-001-0.12168 1.0173 0.95128 + 15 0.89560 0.28069E-001-0.12168 1.0173 0.95128 + 15 0.89560 0.28069E-001-0.12168 1.0173 0.95128 + 15 0.89560 0.28069E-001-0.12168 1.0173 0.95128 + 15 0.89560 0.28069E-001-0.12168 1.0173 0.95128 + + ELEMENT= 617 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 1.1537 0.16500E-001-0.11096 1.2647 1.2060 + 105 1.1537 0.16500E-001-0.11096 1.2647 1.2060 + 15 1.1537 0.16500E-001-0.11096 1.2647 1.2060 + 15 1.1537 0.16500E-001-0.11096 1.2647 1.2060 + 14 1.1537 0.16500E-001-0.11096 1.2647 1.2060 + 14 1.1537 0.16500E-001-0.11096 1.2647 1.2060 + 14 1.1537 0.16500E-001-0.11096 1.2647 1.2060 + 14 1.1537 0.16500E-001-0.11096 1.2647 1.2060 + + ELEMENT= 618 SOLID185 + NODE S1 S2 S3 SINT SEQV + 272 0.53273 -0.21378E-001-0.13243 0.66516 0.61717 + 239 0.53273 -0.21378E-001-0.13243 0.66516 0.61717 + 316 0.53273 -0.21378E-001-0.13243 0.66516 0.61717 + 316 0.53273 -0.21378E-001-0.13243 0.66516 0.61717 + 331 0.53273 -0.21378E-001-0.13243 0.66516 0.61717 + 331 0.53273 -0.21378E-001-0.13243 0.66516 0.61717 + 331 0.53273 -0.21378E-001-0.13243 0.66516 0.61717 + 331 0.53273 -0.21378E-001-0.13243 0.66516 0.61717 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 619 SOLID185 + NODE S1 S2 S3 SINT SEQV + 316 0.66391 0.21958E-001-0.21168 0.87559 0.78529 + 239 0.66391 0.21958E-001-0.21168 0.87559 0.78529 + 79 0.66391 0.21958E-001-0.21168 0.87559 0.78529 + 79 0.66391 0.21958E-001-0.21168 0.87559 0.78529 + 80 0.66391 0.21958E-001-0.21168 0.87559 0.78529 + 80 0.66391 0.21958E-001-0.21168 0.87559 0.78529 + 80 0.66391 0.21958E-001-0.21168 0.87559 0.78529 + 80 0.66391 0.21958E-001-0.21168 0.87559 0.78529 + + ELEMENT= 620 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.55946 0.35740E-001-0.19447 0.75393 0.66921 + 290 0.55946 0.35740E-001-0.19447 0.75393 0.66921 + 278 0.55946 0.35740E-001-0.19447 0.75393 0.66921 + 278 0.55946 0.35740E-001-0.19447 0.75393 0.66921 + 226 0.55946 0.35740E-001-0.19447 0.75393 0.66921 + 226 0.55946 0.35740E-001-0.19447 0.75393 0.66921 + 226 0.55946 0.35740E-001-0.19447 0.75393 0.66921 + 226 0.55946 0.35740E-001-0.19447 0.75393 0.66921 + + ELEMENT= 621 SOLID185 + NODE S1 S2 S3 SINT SEQV + 206 0.57019 0.13850 -0.52444 1.0946 0.95501 + 196 0.57019 0.13850 -0.52444 1.0946 0.95501 + 195 0.57019 0.13850 -0.52444 1.0946 0.95501 + 195 0.57019 0.13850 -0.52444 1.0946 0.95501 + 205 0.57019 0.13850 -0.52444 1.0946 0.95501 + 205 0.57019 0.13850 -0.52444 1.0946 0.95501 + 205 0.57019 0.13850 -0.52444 1.0946 0.95501 + 205 0.57019 0.13850 -0.52444 1.0946 0.95501 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 622 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.39527 -0.56206E-001-0.21393 0.60919 0.54764 + 239 0.39527 -0.56206E-001-0.21393 0.60919 0.54764 + 272 0.39527 -0.56206E-001-0.21393 0.60919 0.54764 + 272 0.39527 -0.56206E-001-0.21393 0.60919 0.54764 + 331 0.39527 -0.56206E-001-0.21393 0.60919 0.54764 + 331 0.39527 -0.56206E-001-0.21393 0.60919 0.54764 + 331 0.39527 -0.56206E-001-0.21393 0.60919 0.54764 + 331 0.39527 -0.56206E-001-0.21393 0.60919 0.54764 + + ELEMENT= 623 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.28607 -0.80876E-002-0.37871 0.66479 0.57699 + 201 0.28607 -0.80876E-002-0.37871 0.66479 0.57699 + 279 0.28607 -0.80876E-002-0.37871 0.66479 0.57699 + 279 0.28607 -0.80876E-002-0.37871 0.66479 0.57699 + 226 0.28607 -0.80876E-002-0.37871 0.66479 0.57699 + 226 0.28607 -0.80876E-002-0.37871 0.66479 0.57699 + 226 0.28607 -0.80876E-002-0.37871 0.66479 0.57699 + 226 0.28607 -0.80876E-002-0.37871 0.66479 0.57699 + + ELEMENT= 624 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.36521 -0.88012E-001-0.58429 0.94950 0.82257 + 225 0.36521 -0.88012E-001-0.58429 0.94950 0.82257 + 224 0.36521 -0.88012E-001-0.58429 0.94950 0.82257 + 224 0.36521 -0.88012E-001-0.58429 0.94950 0.82257 + 230 0.36521 -0.88012E-001-0.58429 0.94950 0.82257 + 230 0.36521 -0.88012E-001-0.58429 0.94950 0.82257 + 230 0.36521 -0.88012E-001-0.58429 0.94950 0.82257 + 230 0.36521 -0.88012E-001-0.58429 0.94950 0.82257 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 625 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 0.17544 -0.78505E-001-0.88223 1.0577 0.95632 + 205 0.17544 -0.78505E-001-0.88223 1.0577 0.95632 + 184 0.17544 -0.78505E-001-0.88223 1.0577 0.95632 + 184 0.17544 -0.78505E-001-0.88223 1.0577 0.95632 + 185 0.17544 -0.78505E-001-0.88223 1.0577 0.95632 + 185 0.17544 -0.78505E-001-0.88223 1.0577 0.95632 + 185 0.17544 -0.78505E-001-0.88223 1.0577 0.95632 + 185 0.17544 -0.78505E-001-0.88223 1.0577 0.95632 + + ELEMENT= 626 SOLID185 + NODE S1 S2 S3 SINT SEQV + 202 0.85177E-001-0.11887 -1.1548 1.2400 1.1516 + 206 0.85177E-001-0.11887 -1.1548 1.2400 1.1516 + 147 0.85177E-001-0.11887 -1.1548 1.2400 1.1516 + 147 0.85177E-001-0.11887 -1.1548 1.2400 1.1516 + 148 0.85177E-001-0.11887 -1.1548 1.2400 1.1516 + 148 0.85177E-001-0.11887 -1.1548 1.2400 1.1516 + 148 0.85177E-001-0.11887 -1.1548 1.2400 1.1516 + 148 0.85177E-001-0.11887 -1.1548 1.2400 1.1516 + + ELEMENT= 627 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 0.17566 0.61290E-001 -1.2085 1.3842 1.3307 + 148 0.17566 0.61290E-001 -1.2085 1.3842 1.3307 + 289 0.17566 0.61290E-001 -1.2085 1.3842 1.3307 + 289 0.17566 0.61290E-001 -1.2085 1.3842 1.3307 + 149 0.17566 0.61290E-001 -1.2085 1.3842 1.3307 + 149 0.17566 0.61290E-001 -1.2085 1.3842 1.3307 + 149 0.17566 0.61290E-001 -1.2085 1.3842 1.3307 + 149 0.17566 0.61290E-001 -1.2085 1.3842 1.3307 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 628 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.15599E-001-0.18408 -1.8152 1.7996 1.7216 + 207 -0.15599E-001-0.18408 -1.8152 1.7996 1.7216 + 154 -0.15599E-001-0.18408 -1.8152 1.7996 1.7216 + 154 -0.15599E-001-0.18408 -1.8152 1.7996 1.7216 + 153 -0.15599E-001-0.18408 -1.8152 1.7996 1.7216 + 153 -0.15599E-001-0.18408 -1.8152 1.7996 1.7216 + 153 -0.15599E-001-0.18408 -1.8152 1.7996 1.7216 + 153 -0.15599E-001-0.18408 -1.8152 1.7996 1.7216 + + ELEMENT= 629 SOLID185 + NODE S1 S2 S3 SINT SEQV + 297 1.4799 0.14031 -0.73572E-001 1.5534 1.4583 + 265 1.4799 0.14031 -0.73572E-001 1.5534 1.4583 + 107 1.4799 0.14031 -0.73572E-001 1.5534 1.4583 + 107 1.4799 0.14031 -0.73572E-001 1.5534 1.4583 + 110 1.4799 0.14031 -0.73572E-001 1.5534 1.4583 + 110 1.4799 0.14031 -0.73572E-001 1.5534 1.4583 + 110 1.4799 0.14031 -0.73572E-001 1.5534 1.4583 + 110 1.4799 0.14031 -0.73572E-001 1.5534 1.4583 + + ELEMENT= 630 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.24406E-001-0.19064 -2.2967 2.2723 2.1939 + 288 -0.24406E-001-0.19064 -2.2967 2.2723 2.1939 + 156 -0.24406E-001-0.19064 -2.2967 2.2723 2.1939 + 156 -0.24406E-001-0.19064 -2.2967 2.2723 2.1939 + 157 -0.24406E-001-0.19064 -2.2967 2.2723 2.1939 + 157 -0.24406E-001-0.19064 -2.2967 2.2723 2.1939 + 157 -0.24406E-001-0.19064 -2.2967 2.2723 2.1939 + 157 -0.24406E-001-0.19064 -2.2967 2.2723 2.1939 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 631 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.15322 -0.62073 -2.0722 1.9190 1.7332 + 267 -0.15322 -0.62073 -2.0722 1.9190 1.7332 + 131 -0.15322 -0.62073 -2.0722 1.9190 1.7332 + 131 -0.15322 -0.62073 -2.0722 1.9190 1.7332 + 288 -0.15322 -0.62073 -2.0722 1.9190 1.7332 + 288 -0.15322 -0.62073 -2.0722 1.9190 1.7332 + 288 -0.15322 -0.62073 -2.0722 1.9190 1.7332 + 288 -0.15322 -0.62073 -2.0722 1.9190 1.7332 + + ELEMENT= 632 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.92293 0.83916E-002-0.26171E-001 0.94910 0.93230 + 222 0.92293 0.83916E-002-0.26171E-001 0.94910 0.93230 + 331 0.92293 0.83916E-002-0.26171E-001 0.94910 0.93230 + 331 0.92293 0.83916E-002-0.26171E-001 0.94910 0.93230 + 239 0.92293 0.83916E-002-0.26171E-001 0.94910 0.93230 + 239 0.92293 0.83916E-002-0.26171E-001 0.94910 0.93230 + 239 0.92293 0.83916E-002-0.26171E-001 0.94910 0.93230 + 239 0.92293 0.83916E-002-0.26171E-001 0.94910 0.93230 + + ELEMENT= 633 SOLID185 + NODE S1 S2 S3 SINT SEQV + 222 0.84605 0.50097E-002-0.43319E-001 0.88937 0.86621 + 106 0.84605 0.50097E-002-0.43319E-001 0.88937 0.86621 + 331 0.84605 0.50097E-002-0.43319E-001 0.88937 0.86621 + 331 0.84605 0.50097E-002-0.43319E-001 0.88937 0.86621 + 265 0.84605 0.50097E-002-0.43319E-001 0.88937 0.86621 + 265 0.84605 0.50097E-002-0.43319E-001 0.88937 0.86621 + 265 0.84605 0.50097E-002-0.43319E-001 0.88937 0.86621 + 265 0.84605 0.50097E-002-0.43319E-001 0.88937 0.86621 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 634 SOLID185 + NODE S1 S2 S3 SINT SEQV + 222 0.88708 0.36378E-001-0.62594E-001 0.94967 0.90426 + 331 0.88708 0.36378E-001-0.62594E-001 0.94967 0.90426 + 106 0.88708 0.36378E-001-0.62594E-001 0.94967 0.90426 + 106 0.88708 0.36378E-001-0.62594E-001 0.94967 0.90426 + 105 0.88708 0.36378E-001-0.62594E-001 0.94967 0.90426 + 105 0.88708 0.36378E-001-0.62594E-001 0.94967 0.90426 + 105 0.88708 0.36378E-001-0.62594E-001 0.94967 0.90426 + 105 0.88708 0.36378E-001-0.62594E-001 0.94967 0.90426 + + ELEMENT= 635 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.2233 0.69206E-001-0.18458 1.4079 1.2997 + 222 1.2233 0.69206E-001-0.18458 1.4079 1.2997 + 240 1.2233 0.69206E-001-0.18458 1.4079 1.2997 + 240 1.2233 0.69206E-001-0.18458 1.4079 1.2997 + 321 1.2233 0.69206E-001-0.18458 1.4079 1.2997 + 321 1.2233 0.69206E-001-0.18458 1.4079 1.2997 + 321 1.2233 0.69206E-001-0.18458 1.4079 1.2997 + 321 1.2233 0.69206E-001-0.18458 1.4079 1.2997 + + ELEMENT= 636 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 0.89881 0.49428E-001-0.12297 1.0218 0.94742 + 86 0.89881 0.49428E-001-0.12297 1.0218 0.94742 + 248 0.89881 0.49428E-001-0.12297 1.0218 0.94742 + 248 0.89881 0.49428E-001-0.12297 1.0218 0.94742 + 85 0.89881 0.49428E-001-0.12297 1.0218 0.94742 + 85 0.89881 0.49428E-001-0.12297 1.0218 0.94742 + 85 0.89881 0.49428E-001-0.12297 1.0218 0.94742 + 85 0.89881 0.49428E-001-0.12297 1.0218 0.94742 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 637 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 0.55284 0.61821E-001-0.10370 0.65654 0.59141 + 198 0.55284 0.61821E-001-0.10370 0.65654 0.59141 + 239 0.55284 0.61821E-001-0.10370 0.65654 0.59141 + 239 0.55284 0.61821E-001-0.10370 0.65654 0.59141 + 238 0.55284 0.61821E-001-0.10370 0.65654 0.59141 + 238 0.55284 0.61821E-001-0.10370 0.65654 0.59141 + 238 0.55284 0.61821E-001-0.10370 0.65654 0.59141 + 238 0.55284 0.61821E-001-0.10370 0.65654 0.59141 + + ELEMENT= 638 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 1.2591 0.34932E-001-0.49832E-001 1.3089 1.2687 + 222 1.2591 0.34932E-001-0.49832E-001 1.3089 1.2687 + 223 1.2591 0.34932E-001-0.49832E-001 1.3089 1.2687 + 223 1.2591 0.34932E-001-0.49832E-001 1.3089 1.2687 + 321 1.2591 0.34932E-001-0.49832E-001 1.3089 1.2687 + 321 1.2591 0.34932E-001-0.49832E-001 1.3089 1.2687 + 321 1.2591 0.34932E-001-0.49832E-001 1.3089 1.2687 + 321 1.2591 0.34932E-001-0.49832E-001 1.3089 1.2687 + + ELEMENT= 639 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.45378 0.42075E-001-0.55499 1.0088 0.87852 + 243 0.45378 0.42075E-001-0.55499 1.0088 0.87852 + 238 0.45378 0.42075E-001-0.55499 1.0088 0.87852 + 238 0.45378 0.42075E-001-0.55499 1.0088 0.87852 + 240 0.45378 0.42075E-001-0.55499 1.0088 0.87852 + 240 0.45378 0.42075E-001-0.55499 1.0088 0.87852 + 240 0.45378 0.42075E-001-0.55499 1.0088 0.87852 + 240 0.45378 0.42075E-001-0.55499 1.0088 0.87852 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 640 SOLID185 + NODE S1 S2 S3 SINT SEQV + 222 1.1999 0.92298E-001-0.32137E-001 1.2321 1.1748 + 321 1.1999 0.92298E-001-0.32137E-001 1.2321 1.1748 + 108 1.1999 0.92298E-001-0.32137E-001 1.2321 1.1748 + 108 1.1999 0.92298E-001-0.32137E-001 1.2321 1.1748 + 223 1.1999 0.92298E-001-0.32137E-001 1.2321 1.1748 + 223 1.1999 0.92298E-001-0.32137E-001 1.2321 1.1748 + 223 1.1999 0.92298E-001-0.32137E-001 1.2321 1.1748 + 223 1.1999 0.92298E-001-0.32137E-001 1.2321 1.1748 + + ELEMENT= 641 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.48361 -0.50200E-001-0.16902 0.65263 0.60208 + 83 0.48361 -0.50200E-001-0.16902 0.65263 0.60208 + 240 0.48361 -0.50200E-001-0.16902 0.65263 0.60208 + 240 0.48361 -0.50200E-001-0.16902 0.65263 0.60208 + 239 0.48361 -0.50200E-001-0.16902 0.65263 0.60208 + 239 0.48361 -0.50200E-001-0.16902 0.65263 0.60208 + 239 0.48361 -0.50200E-001-0.16902 0.65263 0.60208 + 239 0.48361 -0.50200E-001-0.16902 0.65263 0.60208 + + ELEMENT= 642 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.0220 0.68503E-001-0.10536 1.1274 1.0513 + 331 1.0220 0.68503E-001-0.10536 1.1274 1.0513 + 322 1.0220 0.68503E-001-0.10536 1.1274 1.0513 + 322 1.0220 0.68503E-001-0.10536 1.1274 1.0513 + 239 1.0220 0.68503E-001-0.10536 1.1274 1.0513 + 239 1.0220 0.68503E-001-0.10536 1.1274 1.0513 + 239 1.0220 0.68503E-001-0.10536 1.1274 1.0513 + 239 1.0220 0.68503E-001-0.10536 1.1274 1.0513 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 643 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.5799 0.23664 0.10578 1.4741 1.4133 + 15 1.5799 0.23664 0.10578 1.4741 1.4133 + 16 1.5799 0.23664 0.10578 1.4741 1.4133 + 16 1.5799 0.23664 0.10578 1.4741 1.4133 + 80 1.5799 0.23664 0.10578 1.4741 1.4133 + 80 1.5799 0.23664 0.10578 1.4741 1.4133 + 80 1.5799 0.23664 0.10578 1.4741 1.4133 + 80 1.5799 0.23664 0.10578 1.4741 1.4133 + + ELEMENT= 644 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.96773 0.52781E-001-0.54838E-001 1.0226 0.97323 + 265 0.96773 0.52781E-001-0.54838E-001 1.0226 0.97323 + 222 0.96773 0.52781E-001-0.54838E-001 1.0226 0.97323 + 222 0.96773 0.52781E-001-0.54838E-001 1.0226 0.97323 + 331 0.96773 0.52781E-001-0.54838E-001 1.0226 0.97323 + 331 0.96773 0.52781E-001-0.54838E-001 1.0226 0.97323 + 331 0.96773 0.52781E-001-0.54838E-001 1.0226 0.97323 + 331 0.96773 0.52781E-001-0.54838E-001 1.0226 0.97323 + + ELEMENT= 645 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.19201 0.40492E-001-0.26465 0.45667 0.40287 + 265 0.19201 0.40492E-001-0.26465 0.45667 0.40287 + 224 0.19201 0.40492E-001-0.26465 0.45667 0.40287 + 224 0.19201 0.40492E-001-0.26465 0.45667 0.40287 + 195 0.19201 0.40492E-001-0.26465 0.45667 0.40287 + 195 0.19201 0.40492E-001-0.26465 0.45667 0.40287 + 195 0.19201 0.40492E-001-0.26465 0.45667 0.40287 + 195 0.19201 0.40492E-001-0.26465 0.45667 0.40287 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 646 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.86060 0.99149E-002-0.65904E-001 0.92651 0.89102 + 331 0.86060 0.99149E-002-0.65904E-001 0.92651 0.89102 + 222 0.86060 0.99149E-002-0.65904E-001 0.92651 0.89102 + 222 0.86060 0.99149E-002-0.65904E-001 0.92651 0.89102 + 105 0.86060 0.99149E-002-0.65904E-001 0.92651 0.89102 + 105 0.86060 0.99149E-002-0.65904E-001 0.92651 0.89102 + 105 0.86060 0.99149E-002-0.65904E-001 0.92651 0.89102 + 105 0.86060 0.99149E-002-0.65904E-001 0.92651 0.89102 + + ELEMENT= 647 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.2256 0.83467E-001-0.17717 1.4028 1.2923 + 321 1.2256 0.83467E-001-0.17717 1.4028 1.2923 + 240 1.2256 0.83467E-001-0.17717 1.4028 1.2923 + 240 1.2256 0.83467E-001-0.17717 1.4028 1.2923 + 83 1.2256 0.83467E-001-0.17717 1.4028 1.2923 + 83 1.2256 0.83467E-001-0.17717 1.4028 1.2923 + 83 1.2256 0.83467E-001-0.17717 1.4028 1.2923 + 83 1.2256 0.83467E-001-0.17717 1.4028 1.2923 + + ELEMENT= 648 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.28213 -0.31700E-001-0.43326 0.71539 0.62109 + 239 0.28213 -0.31700E-001-0.43326 0.71539 0.62109 + 82 0.28213 -0.31700E-001-0.43326 0.71539 0.62109 + 82 0.28213 -0.31700E-001-0.43326 0.71539 0.62109 + 79 0.28213 -0.31700E-001-0.43326 0.71539 0.62109 + 79 0.28213 -0.31700E-001-0.43326 0.71539 0.62109 + 79 0.28213 -0.31700E-001-0.43326 0.71539 0.62109 + 79 0.28213 -0.31700E-001-0.43326 0.71539 0.62109 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 649 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 -0.44264E-001-0.21226 -1.0210 0.97675 0.90453 + 137 -0.44264E-001-0.21226 -1.0210 0.97675 0.90453 + 31 -0.44264E-001-0.21226 -1.0210 0.97675 0.90453 + 31 -0.44264E-001-0.21226 -1.0210 0.97675 0.90453 + 30 -0.44264E-001-0.21226 -1.0210 0.97675 0.90453 + 30 -0.44264E-001-0.21226 -1.0210 0.97675 0.90453 + 30 -0.44264E-001-0.21226 -1.0210 0.97675 0.90453 + 30 -0.44264E-001-0.21226 -1.0210 0.97675 0.90453 + + ELEMENT= 650 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 0.37147E-001-0.56861E-001-0.88706 0.92421 0.88097 + 30 0.37147E-001-0.56861E-001-0.88706 0.92421 0.88097 + 140 0.37147E-001-0.56861E-001-0.88706 0.92421 0.88097 + 140 0.37147E-001-0.56861E-001-0.88706 0.92421 0.88097 + 137 0.37147E-001-0.56861E-001-0.88706 0.92421 0.88097 + 137 0.37147E-001-0.56861E-001-0.88706 0.92421 0.88097 + 137 0.37147E-001-0.56861E-001-0.88706 0.92421 0.88097 + 137 0.37147E-001-0.56861E-001-0.88706 0.92421 0.88097 + + ELEMENT= 651 SOLID185 + NODE S1 S2 S3 SINT SEQV + 250 0.39473 0.15985E-001-0.43900 0.83373 0.72303 + 271 0.39473 0.15985E-001-0.43900 0.83373 0.72303 + 72 0.39473 0.15985E-001-0.43900 0.83373 0.72303 + 72 0.39473 0.15985E-001-0.43900 0.83373 0.72303 + 73 0.39473 0.15985E-001-0.43900 0.83373 0.72303 + 73 0.39473 0.15985E-001-0.43900 0.83373 0.72303 + 73 0.39473 0.15985E-001-0.43900 0.83373 0.72303 + 73 0.39473 0.15985E-001-0.43900 0.83373 0.72303 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 652 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.18279 -0.68233E-001-0.97978 1.1626 1.0596 + 242 0.18279 -0.68233E-001-0.97978 1.1626 1.0596 + 299 0.18279 -0.68233E-001-0.97978 1.1626 1.0596 + 299 0.18279 -0.68233E-001-0.97978 1.1626 1.0596 + 241 0.18279 -0.68233E-001-0.97978 1.1626 1.0596 + 241 0.18279 -0.68233E-001-0.97978 1.1626 1.0596 + 241 0.18279 -0.68233E-001-0.97978 1.1626 1.0596 + 241 0.18279 -0.68233E-001-0.97978 1.1626 1.0596 + + ELEMENT= 653 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.53366E-001-0.76819E-001-0.36372 0.41709 0.36961 + 137 0.53366E-001-0.76819E-001-0.36372 0.41709 0.36961 + 268 0.53366E-001-0.76819E-001-0.36372 0.41709 0.36961 + 268 0.53366E-001-0.76819E-001-0.36372 0.41709 0.36961 + 252 0.53366E-001-0.76819E-001-0.36372 0.41709 0.36961 + 252 0.53366E-001-0.76819E-001-0.36372 0.41709 0.36961 + 252 0.53366E-001-0.76819E-001-0.36372 0.41709 0.36961 + 252 0.53366E-001-0.76819E-001-0.36372 0.41709 0.36961 + + ELEMENT= 654 SOLID185 + NODE S1 S2 S3 SINT SEQV + 76 0.22609 -0.57185E-001-0.31079 0.53688 0.46519 + 238 0.22609 -0.57185E-001-0.31079 0.53688 0.46519 + 272 0.22609 -0.57185E-001-0.31079 0.53688 0.46519 + 272 0.22609 -0.57185E-001-0.31079 0.53688 0.46519 + 75 0.22609 -0.57185E-001-0.31079 0.53688 0.46519 + 75 0.22609 -0.57185E-001-0.31079 0.53688 0.46519 + 75 0.22609 -0.57185E-001-0.31079 0.53688 0.46519 + 75 0.22609 -0.57185E-001-0.31079 0.53688 0.46519 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 655 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.40823 0.29139E-001-0.38143 0.78966 0.68405 + 76 0.40823 0.29139E-001-0.38143 0.78966 0.68405 + 271 0.40823 0.29139E-001-0.38143 0.78966 0.68405 + 271 0.40823 0.29139E-001-0.38143 0.78966 0.68405 + 73 0.40823 0.29139E-001-0.38143 0.78966 0.68405 + 73 0.40823 0.29139E-001-0.38143 0.78966 0.68405 + 73 0.40823 0.29139E-001-0.38143 0.78966 0.68405 + 73 0.40823 0.29139E-001-0.38143 0.78966 0.68405 + + ELEMENT= 656 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.3598 0.94717E-001 0.31988E-001 1.3278 1.2976 + 111 1.3598 0.94717E-001 0.31988E-001 1.3278 1.2976 + 321 1.3598 0.94717E-001 0.31988E-001 1.3278 1.2976 + 321 1.3598 0.94717E-001 0.31988E-001 1.3278 1.2976 + 223 1.3598 0.94717E-001 0.31988E-001 1.3278 1.2976 + 223 1.3598 0.94717E-001 0.31988E-001 1.3278 1.2976 + 223 1.3598 0.94717E-001 0.31988E-001 1.3278 1.2976 + 223 1.3598 0.94717E-001 0.31988E-001 1.3278 1.2976 + + ELEMENT= 657 SOLID185 + NODE S1 S2 S3 SINT SEQV + 321 1.8969 0.19280 -0.29634E-001 1.9265 1.8255 + 108 1.8969 0.19280 -0.29634E-001 1.9265 1.8255 + 223 1.8969 0.19280 -0.29634E-001 1.9265 1.8255 + 223 1.8969 0.19280 -0.29634E-001 1.9265 1.8255 + 111 1.8969 0.19280 -0.29634E-001 1.9265 1.8255 + 111 1.8969 0.19280 -0.29634E-001 1.9265 1.8255 + 111 1.8969 0.19280 -0.29634E-001 1.9265 1.8255 + 111 1.8969 0.19280 -0.29634E-001 1.9265 1.8255 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 658 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 0.76178 0.94203E-002-0.11755 0.87932 0.82322 + 248 0.76178 0.94203E-002-0.11755 0.87932 0.82322 + 321 0.76178 0.94203E-002-0.11755 0.87932 0.82322 + 321 0.76178 0.94203E-002-0.11755 0.87932 0.82322 + 223 0.76178 0.94203E-002-0.11755 0.87932 0.82322 + 223 0.76178 0.94203E-002-0.11755 0.87932 0.82322 + 223 0.76178 0.94203E-002-0.11755 0.87932 0.82322 + 223 0.76178 0.94203E-002-0.11755 0.87932 0.82322 + + ELEMENT= 659 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.1197 0.75619E-001-0.14599E-001 1.1343 1.0920 + 222 1.1197 0.75619E-001-0.14599E-001 1.1343 1.0920 + 321 1.1197 0.75619E-001-0.14599E-001 1.1343 1.0920 + 321 1.1197 0.75619E-001-0.14599E-001 1.1343 1.0920 + 108 1.1197 0.75619E-001-0.14599E-001 1.1343 1.0920 + 108 1.1197 0.75619E-001-0.14599E-001 1.1343 1.0920 + 108 1.1197 0.75619E-001-0.14599E-001 1.1343 1.0920 + 108 1.1197 0.75619E-001-0.14599E-001 1.1343 1.0920 + + ELEMENT= 660 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.54312 -0.55112E-001-0.93929 1.4824 1.2917 + 218 0.54312 -0.55112E-001-0.93929 1.4824 1.2917 + 212 0.54312 -0.55112E-001-0.93929 1.4824 1.2917 + 212 0.54312 -0.55112E-001-0.93929 1.4824 1.2917 + 217 0.54312 -0.55112E-001-0.93929 1.4824 1.2917 + 217 0.54312 -0.55112E-001-0.93929 1.4824 1.2917 + 217 0.54312 -0.55112E-001-0.93929 1.4824 1.2917 + 217 0.54312 -0.55112E-001-0.93929 1.4824 1.2917 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 661 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.26118 -0.18313 -2.0191 2.2802 2.0937 + 257 0.26118 -0.18313 -2.0191 2.2802 2.0937 + 300 0.26118 -0.18313 -2.0191 2.2802 2.0937 + 300 0.26118 -0.18313 -2.0191 2.2802 2.0937 + 216 0.26118 -0.18313 -2.0191 2.2802 2.0937 + 216 0.26118 -0.18313 -2.0191 2.2802 2.0937 + 216 0.26118 -0.18313 -2.0191 2.2802 2.0937 + 216 0.26118 -0.18313 -2.0191 2.2802 2.0937 + + ELEMENT= 662 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.13561E-001-0.29971 -2.7852 2.7987 2.6560 + 154 0.13561E-001-0.29971 -2.7852 2.7987 2.6560 + 216 0.13561E-001-0.29971 -2.7852 2.7987 2.6560 + 216 0.13561E-001-0.29971 -2.7852 2.7987 2.6560 + 157 0.13561E-001-0.29971 -2.7852 2.7987 2.6560 + 157 0.13561E-001-0.29971 -2.7852 2.7987 2.6560 + 157 0.13561E-001-0.29971 -2.7852 2.7987 2.6560 + 157 0.13561E-001-0.29971 -2.7852 2.7987 2.6560 + + ELEMENT= 663 SOLID185 + NODE S1 S2 S3 SINT SEQV + 320 1.7709 -0.14038E-001-0.97647E-001 1.8686 1.8282 + 110 1.7709 -0.14038E-001-0.97647E-001 1.8686 1.8282 + 41 1.7709 -0.14038E-001-0.97647E-001 1.8686 1.8282 + 41 1.7709 -0.14038E-001-0.97647E-001 1.8686 1.8282 + 113 1.7709 -0.14038E-001-0.97647E-001 1.8686 1.8282 + 113 1.7709 -0.14038E-001-0.97647E-001 1.8686 1.8282 + 113 1.7709 -0.14038E-001-0.97647E-001 1.8686 1.8282 + 113 1.7709 -0.14038E-001-0.97647E-001 1.8686 1.8282 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 664 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 -0.16491 -0.57791 -2.8580 2.6931 2.5122 + 191 -0.16491 -0.57791 -2.8580 2.6931 2.5122 + 58 -0.16491 -0.57791 -2.8580 2.6931 2.5122 + 58 -0.16491 -0.57791 -2.8580 2.6931 2.5122 + 57 -0.16491 -0.57791 -2.8580 2.6931 2.5122 + 57 -0.16491 -0.57791 -2.8580 2.6931 2.5122 + 57 -0.16491 -0.57791 -2.8580 2.6931 2.5122 + 57 -0.16491 -0.57791 -2.8580 2.6931 2.5122 + + ELEMENT= 665 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.33467 0.19884 -0.78541 1.1201 1.0587 + 287 0.33467 0.19884 -0.78541 1.1201 1.0587 + 261 0.33467 0.19884 -0.78541 1.1201 1.0587 + 261 0.33467 0.19884 -0.78541 1.1201 1.0587 + 217 0.33467 0.19884 -0.78541 1.1201 1.0587 + 217 0.33467 0.19884 -0.78541 1.1201 1.0587 + 217 0.33467 0.19884 -0.78541 1.1201 1.0587 + 217 0.33467 0.19884 -0.78541 1.1201 1.0587 + + ELEMENT= 666 SOLID185 + NODE S1 S2 S3 SINT SEQV + 265 0.96019 0.72100E-001 0.11703E-001 0.94849 0.91978 + 110 0.96019 0.72100E-001 0.11703E-001 0.94849 0.91978 + 297 0.96019 0.72100E-001 0.11703E-001 0.94849 0.91978 + 297 0.96019 0.72100E-001 0.11703E-001 0.94849 0.91978 + 197 0.96019 0.72100E-001 0.11703E-001 0.94849 0.91978 + 197 0.96019 0.72100E-001 0.11703E-001 0.94849 0.91978 + 197 0.96019 0.72100E-001 0.11703E-001 0.94849 0.91978 + 197 0.96019 0.72100E-001 0.11703E-001 0.94849 0.91978 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 667 SOLID185 + NODE S1 S2 S3 SINT SEQV + 217 -0.50924E-002-0.28840 -1.2916 1.2865 1.1708 + 191 -0.50924E-002-0.28840 -1.2916 1.2865 1.1708 + 187 -0.50924E-002-0.28840 -1.2916 1.2865 1.1708 + 187 -0.50924E-002-0.28840 -1.2916 1.2865 1.1708 + 188 -0.50924E-002-0.28840 -1.2916 1.2865 1.1708 + 188 -0.50924E-002-0.28840 -1.2916 1.2865 1.1708 + 188 -0.50924E-002-0.28840 -1.2916 1.2865 1.1708 + 188 -0.50924E-002-0.28840 -1.2916 1.2865 1.1708 + + ELEMENT= 668 SOLID185 + NODE S1 S2 S3 SINT SEQV + 217 0.14826 -0.12793E-001 -1.2955 1.4437 1.3703 + 188 0.14826 -0.12793E-001 -1.2955 1.4437 1.3703 + 302 0.14826 -0.12793E-001 -1.2955 1.4437 1.3703 + 302 0.14826 -0.12793E-001 -1.2955 1.4437 1.3703 + 191 0.14826 -0.12793E-001 -1.2955 1.4437 1.3703 + 191 0.14826 -0.12793E-001 -1.2955 1.4437 1.3703 + 191 0.14826 -0.12793E-001 -1.2955 1.4437 1.3703 + 191 0.14826 -0.12793E-001 -1.2955 1.4437 1.3703 + + ELEMENT= 669 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.52479E-001-0.16793 -1.3044 1.3569 1.2612 + 216 0.52479E-001-0.16793 -1.3044 1.3569 1.2612 + 257 0.52479E-001-0.16793 -1.3044 1.3569 1.2612 + 257 0.52479E-001-0.16793 -1.3044 1.3569 1.2612 + 215 0.52479E-001-0.16793 -1.3044 1.3569 1.2612 + 215 0.52479E-001-0.16793 -1.3044 1.3569 1.2612 + 215 0.52479E-001-0.16793 -1.3044 1.3569 1.2612 + 215 0.52479E-001-0.16793 -1.3044 1.3569 1.2612 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 670 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 0.13742 -0.89074E-001 -1.7728 1.9102 1.8076 + 256 0.13742 -0.89074E-001 -1.7728 1.9102 1.8076 + 158 0.13742 -0.89074E-001 -1.7728 1.9102 1.8076 + 158 0.13742 -0.89074E-001 -1.7728 1.9102 1.8076 + 216 0.13742 -0.89074E-001 -1.7728 1.9102 1.8076 + 216 0.13742 -0.89074E-001 -1.7728 1.9102 1.8076 + 216 0.13742 -0.89074E-001 -1.7728 1.9102 1.8076 + 216 0.13742 -0.89074E-001 -1.7728 1.9102 1.8076 + + ELEMENT= 671 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 0.23268 -0.29153E-001 -1.2851 1.5178 1.4053 + 208 0.23268 -0.29153E-001 -1.2851 1.5178 1.4053 + 152 0.23268 -0.29153E-001 -1.2851 1.5178 1.4053 + 152 0.23268 -0.29153E-001 -1.2851 1.5178 1.4053 + 244 0.23268 -0.29153E-001 -1.2851 1.5178 1.4053 + 244 0.23268 -0.29153E-001 -1.2851 1.5178 1.4053 + 244 0.23268 -0.29153E-001 -1.2851 1.5178 1.4053 + 244 0.23268 -0.29153E-001 -1.2851 1.5178 1.4053 + + ELEMENT= 672 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 1.1796 0.87829E-001-0.17687E-001 1.1973 1.1482 + 102 1.1796 0.87829E-001-0.17687E-001 1.1973 1.1482 + 331 1.1796 0.87829E-001-0.17687E-001 1.1973 1.1482 + 331 1.1796 0.87829E-001-0.17687E-001 1.1973 1.1482 + 105 1.1796 0.87829E-001-0.17687E-001 1.1973 1.1482 + 105 1.1796 0.87829E-001-0.17687E-001 1.1973 1.1482 + 105 1.1796 0.87829E-001-0.17687E-001 1.1973 1.1482 + 105 1.1796 0.87829E-001-0.17687E-001 1.1973 1.1482 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 673 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 1.3144 0.27132E-001-0.83537E-001 1.3979 1.3460 + 189 1.3144 0.27132E-001-0.83537E-001 1.3979 1.3460 + 324 1.3144 0.27132E-001-0.83537E-001 1.3979 1.3460 + 324 1.3144 0.27132E-001-0.83537E-001 1.3979 1.3460 + 186 1.3144 0.27132E-001-0.83537E-001 1.3979 1.3460 + 186 1.3144 0.27132E-001-0.83537E-001 1.3979 1.3460 + 186 1.3144 0.27132E-001-0.83537E-001 1.3979 1.3460 + 186 1.3144 0.27132E-001-0.83537E-001 1.3979 1.3460 + + ELEMENT= 674 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 1.1355 0.76399E-001-0.27619 1.4117 1.2726 + 324 1.1355 0.76399E-001-0.27619 1.4117 1.2726 + 213 1.1355 0.76399E-001-0.27619 1.4117 1.2726 + 213 1.1355 0.76399E-001-0.27619 1.4117 1.2726 + 259 1.1355 0.76399E-001-0.27619 1.4117 1.2726 + 259 1.1355 0.76399E-001-0.27619 1.4117 1.2726 + 259 1.1355 0.76399E-001-0.27619 1.4117 1.2726 + 259 1.1355 0.76399E-001-0.27619 1.4117 1.2726 + + ELEMENT= 675 SOLID185 + NODE S1 S2 S3 SINT SEQV + 234 1.7787 0.27628 0.33395E-001 1.7453 1.6374 + 118 1.7787 0.27628 0.33395E-001 1.7453 1.6374 + 213 1.7787 0.27628 0.33395E-001 1.7453 1.6374 + 213 1.7787 0.27628 0.33395E-001 1.7453 1.6374 + 119 1.7787 0.27628 0.33395E-001 1.7453 1.6374 + 119 1.7787 0.27628 0.33395E-001 1.7453 1.6374 + 119 1.7787 0.27628 0.33395E-001 1.7453 1.6374 + 119 1.7787 0.27628 0.33395E-001 1.7453 1.6374 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 676 SOLID185 + NODE S1 S2 S3 SINT SEQV + 213 2.4962 0.18701 -0.25671E-001 2.5219 2.4226 + 219 2.4962 0.18701 -0.25671E-001 2.5219 2.4226 + 115 2.4962 0.18701 -0.25671E-001 2.5219 2.4226 + 115 2.4962 0.18701 -0.25671E-001 2.5219 2.4226 + 118 2.4962 0.18701 -0.25671E-001 2.5219 2.4226 + 118 2.4962 0.18701 -0.25671E-001 2.5219 2.4226 + 118 2.4962 0.18701 -0.25671E-001 2.5219 2.4226 + 118 2.4962 0.18701 -0.25671E-001 2.5219 2.4226 + + ELEMENT= 677 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 1.0037 0.89749E-001-0.16927 1.1729 1.0673 + 70 1.0037 0.89749E-001-0.16927 1.1729 1.0673 + 9 1.0037 0.89749E-001-0.16927 1.1729 1.0673 + 9 1.0037 0.89749E-001-0.16927 1.1729 1.0673 + 10 1.0037 0.89749E-001-0.16927 1.1729 1.0673 + 10 1.0037 0.89749E-001-0.16927 1.1729 1.0673 + 10 1.0037 0.89749E-001-0.16927 1.1729 1.0673 + 10 1.0037 0.89749E-001-0.16927 1.1729 1.0673 + + ELEMENT= 678 SOLID185 + NODE S1 S2 S3 SINT SEQV + 116 2.1738 0.13148 -0.87631E-001 2.2615 2.1603 + 112 2.1738 0.13148 -0.87631E-001 2.2615 2.1603 + 259 2.1738 0.13148 -0.87631E-001 2.2615 2.1603 + 259 2.1738 0.13148 -0.87631E-001 2.2615 2.1603 + 113 2.1738 0.13148 -0.87631E-001 2.2615 2.1603 + 113 2.1738 0.13148 -0.87631E-001 2.2615 2.1603 + 113 2.1738 0.13148 -0.87631E-001 2.2615 2.1603 + 113 2.1738 0.13148 -0.87631E-001 2.2615 2.1603 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 679 SOLID185 + NODE S1 S2 S3 SINT SEQV + 259 1.5806 0.13907 -0.14795 1.7285 1.6044 + 210 1.5806 0.13907 -0.14795 1.7285 1.6044 + 112 1.5806 0.13907 -0.14795 1.7285 1.6044 + 112 1.5806 0.13907 -0.14795 1.7285 1.6044 + 213 1.5806 0.13907 -0.14795 1.7285 1.6044 + 213 1.5806 0.13907 -0.14795 1.7285 1.6044 + 213 1.5806 0.13907 -0.14795 1.7285 1.6044 + 213 1.5806 0.13907 -0.14795 1.7285 1.6044 + + ELEMENT= 680 SOLID185 + NODE S1 S2 S3 SINT SEQV + 219 1.2402 0.17305 -0.24653E-001 1.2649 1.1786 + 210 1.2402 0.17305 -0.24653E-001 1.2649 1.1786 + 115 1.2402 0.17305 -0.24653E-001 1.2649 1.1786 + 115 1.2402 0.17305 -0.24653E-001 1.2649 1.1786 + 247 1.2402 0.17305 -0.24653E-001 1.2649 1.1786 + 247 1.2402 0.17305 -0.24653E-001 1.2649 1.1786 + 247 1.2402 0.17305 -0.24653E-001 1.2649 1.1786 + 247 1.2402 0.17305 -0.24653E-001 1.2649 1.1786 + + ELEMENT= 681 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 1.0310 -0.10094 -0.30753 1.3385 1.2481 + 186 1.0310 -0.10094 -0.30753 1.3385 1.2481 + 324 1.0310 -0.10094 -0.30753 1.3385 1.2481 + 324 1.0310 -0.10094 -0.30753 1.3385 1.2481 + 259 1.0310 -0.10094 -0.30753 1.3385 1.2481 + 259 1.0310 -0.10094 -0.30753 1.3385 1.2481 + 259 1.0310 -0.10094 -0.30753 1.3385 1.2481 + 259 1.0310 -0.10094 -0.30753 1.3385 1.2481 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 682 SOLID185 + NODE S1 S2 S3 SINT SEQV + 326 0.11489 -0.30837E-001-0.35050 0.46539 0.41232 + 34 0.11489 -0.30837E-001-0.35050 0.46539 0.41232 + 164 0.11489 -0.30837E-001-0.35050 0.46539 0.41232 + 164 0.11489 -0.30837E-001-0.35050 0.46539 0.41232 + 161 0.11489 -0.30837E-001-0.35050 0.46539 0.41232 + 161 0.11489 -0.30837E-001-0.35050 0.46539 0.41232 + 161 0.11489 -0.30837E-001-0.35050 0.46539 0.41232 + 161 0.11489 -0.30837E-001-0.35050 0.46539 0.41232 + + ELEMENT= 683 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 1.0498 0.20797 -0.80101E-002 1.0578 0.96808 + 174 1.0498 0.20797 -0.80101E-002 1.0578 0.96808 + 38 1.0498 0.20797 -0.80101E-002 1.0578 0.96808 + 38 1.0498 0.20797 -0.80101E-002 1.0578 0.96808 + 37 1.0498 0.20797 -0.80101E-002 1.0578 0.96808 + 37 1.0498 0.20797 -0.80101E-002 1.0578 0.96808 + 37 1.0498 0.20797 -0.80101E-002 1.0578 0.96808 + 37 1.0498 0.20797 -0.80101E-002 1.0578 0.96808 + + ELEMENT= 684 SOLID185 + NODE S1 S2 S3 SINT SEQV + 259 0.36077 -0.93483E-001-0.32284 0.68361 0.60261 + 209 0.36077 -0.93483E-001-0.32284 0.68361 0.60261 + 205 0.36077 -0.93483E-001-0.32284 0.68361 0.60261 + 205 0.36077 -0.93483E-001-0.32284 0.68361 0.60261 + 196 0.36077 -0.93483E-001-0.32284 0.68361 0.60261 + 196 0.36077 -0.93483E-001-0.32284 0.68361 0.60261 + 196 0.36077 -0.93483E-001-0.32284 0.68361 0.60261 + 196 0.36077 -0.93483E-001-0.32284 0.68361 0.60261 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 685 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 0.81521 0.15943E-001-0.78704E-001 0.89391 0.85055 + 186 0.81521 0.15943E-001-0.78704E-001 0.89391 0.85055 + 259 0.81521 0.15943E-001-0.78704E-001 0.89391 0.85055 + 259 0.81521 0.15943E-001-0.78704E-001 0.89391 0.85055 + 187 0.81521 0.15943E-001-0.78704E-001 0.89391 0.85055 + 187 0.81521 0.15943E-001-0.78704E-001 0.89391 0.85055 + 187 0.81521 0.15943E-001-0.78704E-001 0.89391 0.85055 + 187 0.81521 0.15943E-001-0.78704E-001 0.89391 0.85055 + + ELEMENT= 686 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 1.0564 -0.10986 -0.30436 1.3608 1.2747 + 214 1.0564 -0.10986 -0.30436 1.3608 1.2747 + 189 1.0564 -0.10986 -0.30436 1.3608 1.2747 + 189 1.0564 -0.10986 -0.30436 1.3608 1.2747 + 269 1.0564 -0.10986 -0.30436 1.3608 1.2747 + 269 1.0564 -0.10986 -0.30436 1.3608 1.2747 + 269 1.0564 -0.10986 -0.30436 1.3608 1.2747 + 269 1.0564 -0.10986 -0.30436 1.3608 1.2747 + + ELEMENT= 687 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 2.0795 0.28736 -0.73435E-001 2.1529 1.9971 + 234 2.0795 0.28736 -0.73435E-001 2.1529 1.9971 + 122 2.0795 0.28736 -0.73435E-001 2.1529 1.9971 + 122 2.0795 0.28736 -0.73435E-001 2.1529 1.9971 + 323 2.0795 0.28736 -0.73435E-001 2.1529 1.9971 + 323 2.0795 0.28736 -0.73435E-001 2.1529 1.9971 + 323 2.0795 0.28736 -0.73435E-001 2.1529 1.9971 + 323 2.0795 0.28736 -0.73435E-001 2.1529 1.9971 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 688 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 1.3945 0.12225 -0.10968E-001 1.4055 1.3438 + 332 1.3945 0.12225 -0.10968E-001 1.4055 1.3438 + 223 1.3945 0.12225 -0.10968E-001 1.4055 1.3438 + 223 1.3945 0.12225 -0.10968E-001 1.4055 1.3438 + 111 1.3945 0.12225 -0.10968E-001 1.4055 1.3438 + 111 1.3945 0.12225 -0.10968E-001 1.4055 1.3438 + 111 1.3945 0.12225 -0.10968E-001 1.4055 1.3438 + 111 1.3945 0.12225 -0.10968E-001 1.4055 1.3438 + + ELEMENT= 689 SOLID185 + NODE S1 S2 S3 SINT SEQV + 313 0.26030 -0.61223E-001-0.92606 1.1864 1.0627 + 11 0.26030 -0.61223E-001-0.92606 1.1864 1.0627 + 71 0.26030 -0.61223E-001-0.92606 1.1864 1.0627 + 71 0.26030 -0.61223E-001-0.92606 1.1864 1.0627 + 10 0.26030 -0.61223E-001-0.92606 1.1864 1.0627 + 10 0.26030 -0.61223E-001-0.92606 1.1864 1.0627 + 10 0.26030 -0.61223E-001-0.92606 1.1864 1.0627 + 10 0.26030 -0.61223E-001-0.92606 1.1864 1.0627 + + ELEMENT= 690 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 0.71779 0.20983E-001-0.20291 0.92069 0.83167 + 239 0.71779 0.20983E-001-0.20291 0.92069 0.83167 + 83 0.71779 0.20983E-001-0.20291 0.92069 0.83167 + 83 0.71779 0.20983E-001-0.20291 0.92069 0.83167 + 82 0.71779 0.20983E-001-0.20291 0.92069 0.83167 + 82 0.71779 0.20983E-001-0.20291 0.92069 0.83167 + 82 0.71779 0.20983E-001-0.20291 0.92069 0.83167 + 82 0.71779 0.20983E-001-0.20291 0.92069 0.83167 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 691 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 0.98898 -0.34228E-003-0.68367E-001 1.0573 1.0250 + 321 0.98898 -0.34228E-003-0.68367E-001 1.0573 1.0250 + 86 0.98898 -0.34228E-003-0.68367E-001 1.0573 1.0250 + 86 0.98898 -0.34228E-003-0.68367E-001 1.0573 1.0250 + 83 0.98898 -0.34228E-003-0.68367E-001 1.0573 1.0250 + 83 0.98898 -0.34228E-003-0.68367E-001 1.0573 1.0250 + 83 0.98898 -0.34228E-003-0.68367E-001 1.0573 1.0250 + 83 0.98898 -0.34228E-003-0.68367E-001 1.0573 1.0250 + + ELEMENT= 692 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.65507 0.21250 -0.11077 0.76584 0.66591 + 240 0.65507 0.21250 -0.11077 0.76584 0.66591 + 82 0.65507 0.21250 -0.11077 0.76584 0.66591 + 82 0.65507 0.21250 -0.11077 0.76584 0.66591 + 239 0.65507 0.21250 -0.11077 0.76584 0.66591 + 239 0.65507 0.21250 -0.11077 0.76584 0.66591 + 239 0.65507 0.21250 -0.11077 0.76584 0.66591 + 239 0.65507 0.21250 -0.11077 0.76584 0.66591 + + ELEMENT= 693 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.64109E-001-0.14086 -2.1057 2.1698 2.0749 + 206 0.64109E-001-0.14086 -2.1057 2.1698 2.0749 + 148 0.64109E-001-0.14086 -2.1057 2.1698 2.0749 + 148 0.64109E-001-0.14086 -2.1057 2.1698 2.0749 + 151 0.64109E-001-0.14086 -2.1057 2.1698 2.0749 + 151 0.64109E-001-0.14086 -2.1057 2.1698 2.0749 + 151 0.64109E-001-0.14086 -2.1057 2.1698 2.0749 + 151 0.64109E-001-0.14086 -2.1057 2.1698 2.0749 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 694 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 0.45177E-001-0.50060E-001 -1.0677 1.1129 1.0684 + 292 0.45177E-001-0.50060E-001 -1.0677 1.1129 1.0684 + 289 0.45177E-001-0.50060E-001 -1.0677 1.1129 1.0684 + 289 0.45177E-001-0.50060E-001 -1.0677 1.1129 1.0684 + 146 0.45177E-001-0.50060E-001 -1.0677 1.1129 1.0684 + 146 0.45177E-001-0.50060E-001 -1.0677 1.1129 1.0684 + 146 0.45177E-001-0.50060E-001 -1.0677 1.1129 1.0684 + 146 0.45177E-001-0.50060E-001 -1.0677 1.1129 1.0684 + + ELEMENT= 695 SOLID185 + NODE S1 S2 S3 SINT SEQV + 199 1.4776 0.25675 -0.53802E-001 1.5314 1.4022 + 247 1.4776 0.25675 -0.53802E-001 1.5314 1.4022 + 223 1.4776 0.25675 -0.53802E-001 1.5314 1.4022 + 223 1.4776 0.25675 -0.53802E-001 1.5314 1.4022 + 210 1.4776 0.25675 -0.53802E-001 1.5314 1.4022 + 210 1.4776 0.25675 -0.53802E-001 1.5314 1.4022 + 210 1.4776 0.25675 -0.53802E-001 1.5314 1.4022 + 210 1.4776 0.25675 -0.53802E-001 1.5314 1.4022 + + ELEMENT= 696 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.33373 -0.12182E-001-0.37323 0.70696 0.61229 + 270 0.33373 -0.12182E-001-0.37323 0.70696 0.61229 + 290 0.33373 -0.12182E-001-0.37323 0.70696 0.61229 + 290 0.33373 -0.12182E-001-0.37323 0.70696 0.61229 + 279 0.33373 -0.12182E-001-0.37323 0.70696 0.61229 + 279 0.33373 -0.12182E-001-0.37323 0.70696 0.61229 + 279 0.33373 -0.12182E-001-0.37323 0.70696 0.61229 + 279 0.33373 -0.12182E-001-0.37323 0.70696 0.61229 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 697 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 0.68654 -0.25399E-002-0.10208 0.78862 0.74386 + 306 0.68654 -0.25399E-002-0.10208 0.78862 0.74386 + 103 0.68654 -0.25399E-002-0.10208 0.78862 0.74386 + 103 0.68654 -0.25399E-002-0.10208 0.78862 0.74386 + 290 0.68654 -0.25399E-002-0.10208 0.78862 0.74386 + 290 0.68654 -0.25399E-002-0.10208 0.78862 0.74386 + 290 0.68654 -0.25399E-002-0.10208 0.78862 0.74386 + 290 0.68654 -0.25399E-002-0.10208 0.78862 0.74386 + + ELEMENT= 698 SOLID185 + NODE S1 S2 S3 SINT SEQV + 305 1.2081 0.96588E-002-0.49666E-001 1.2578 1.2292 + 104 1.2081 0.96588E-002-0.49666E-001 1.2578 1.2292 + 39 1.2081 0.96588E-002-0.49666E-001 1.2578 1.2292 + 39 1.2081 0.96588E-002-0.49666E-001 1.2578 1.2292 + 107 1.2081 0.96588E-002-0.49666E-001 1.2578 1.2292 + 107 1.2081 0.96588E-002-0.49666E-001 1.2578 1.2292 + 107 1.2081 0.96588E-002-0.49666E-001 1.2578 1.2292 + 107 1.2081 0.96588E-002-0.49666E-001 1.2578 1.2292 + + ELEMENT= 699 SOLID185 + NODE S1 S2 S3 SINT SEQV + 285 0.34412 -0.13482E-001-0.40314 0.74726 0.64734 + 270 0.34412 -0.13482E-001-0.40314 0.74726 0.64734 + 253 0.34412 -0.13482E-001-0.40314 0.74726 0.64734 + 253 0.34412 -0.13482E-001-0.40314 0.74726 0.64734 + 251 0.34412 -0.13482E-001-0.40314 0.74726 0.64734 + 251 0.34412 -0.13482E-001-0.40314 0.74726 0.64734 + 251 0.34412 -0.13482E-001-0.40314 0.74726 0.64734 + 251 0.34412 -0.13482E-001-0.40314 0.74726 0.64734 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 700 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 1.0243 0.10210 0.11370E-001 1.0130 0.97078 + 331 1.0243 0.10210 0.11370E-001 1.0130 0.97078 + 290 1.0243 0.10210 0.11370E-001 1.0130 0.97078 + 290 1.0243 0.10210 0.11370E-001 1.0130 0.97078 + 103 1.0243 0.10210 0.11370E-001 1.0130 0.97078 + 103 1.0243 0.10210 0.11370E-001 1.0130 0.97078 + 103 1.0243 0.10210 0.11370E-001 1.0130 0.97078 + 103 1.0243 0.10210 0.11370E-001 1.0130 0.97078 + + ELEMENT= 701 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 0.63277 -0.23788E-002-0.42561E-001 0.67533 0.65616 + 306 0.63277 -0.23788E-002-0.42561E-001 0.67533 0.65616 + 104 0.63277 -0.23788E-002-0.42561E-001 0.67533 0.65616 + 104 0.63277 -0.23788E-002-0.42561E-001 0.67533 0.65616 + 103 0.63277 -0.23788E-002-0.42561E-001 0.67533 0.65616 + 103 0.63277 -0.23788E-002-0.42561E-001 0.67533 0.65616 + 103 0.63277 -0.23788E-002-0.42561E-001 0.67533 0.65616 + 103 0.63277 -0.23788E-002-0.42561E-001 0.67533 0.65616 + + ELEMENT= 702 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 0.76313 0.21839E-001-0.60727E-001 0.82386 0.78584 + 331 0.76313 0.21839E-001-0.60727E-001 0.82386 0.78584 + 106 0.76313 0.21839E-001-0.60727E-001 0.82386 0.78584 + 106 0.76313 0.21839E-001-0.60727E-001 0.82386 0.78584 + 265 0.76313 0.21839E-001-0.60727E-001 0.82386 0.78584 + 265 0.76313 0.21839E-001-0.60727E-001 0.82386 0.78584 + 265 0.76313 0.21839E-001-0.60727E-001 0.82386 0.78584 + 265 0.76313 0.21839E-001-0.60727E-001 0.82386 0.78584 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 703 SOLID185 + NODE S1 S2 S3 SINT SEQV + 284 -0.19955 -0.37397 -3.2830 3.0835 3.0001 + 51 -0.19955 -0.37397 -3.2830 3.0835 3.0001 + 57 -0.19955 -0.37397 -3.2830 3.0835 3.0001 + 57 -0.19955 -0.37397 -3.2830 3.0835 3.0001 + 156 -0.19955 -0.37397 -3.2830 3.0835 3.0001 + 156 -0.19955 -0.37397 -3.2830 3.0835 3.0001 + 156 -0.19955 -0.37397 -3.2830 3.0835 3.0001 + 156 -0.19955 -0.37397 -3.2830 3.0835 3.0001 + + ELEMENT= 704 SOLID185 + NODE S1 S2 S3 SINT SEQV + 284 -0.51776 -0.55621 -2.4672 1.9495 1.9305 + 288 -0.51776 -0.55621 -2.4672 1.9495 1.9305 + 131 -0.51776 -0.55621 -2.4672 1.9495 1.9305 + 131 -0.51776 -0.55621 -2.4672 1.9495 1.9305 + 51 -0.51776 -0.55621 -2.4672 1.9495 1.9305 + 51 -0.51776 -0.55621 -2.4672 1.9495 1.9305 + 51 -0.51776 -0.55621 -2.4672 1.9495 1.9305 + 51 -0.51776 -0.55621 -2.4672 1.9495 1.9305 + + ELEMENT= 705 SOLID185 + NODE S1 S2 S3 SINT SEQV + 284 -0.42238 -0.77511 -3.5617 3.1394 2.9787 + 194 -0.42238 -0.77511 -3.5617 3.1394 2.9787 + 57 -0.42238 -0.77511 -3.5617 3.1394 2.9787 + 57 -0.42238 -0.77511 -3.5617 3.1394 2.9787 + 7 -0.42238 -0.77511 -3.5617 3.1394 2.9787 + 7 -0.42238 -0.77511 -3.5617 3.1394 2.9787 + 7 -0.42238 -0.77511 -3.5617 3.1394 2.9787 + 7 -0.42238 -0.77511 -3.5617 3.1394 2.9787 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 706 SOLID185 + NODE S1 S2 S3 SINT SEQV + 284 -0.26318 -0.43977 -2.0004 1.7372 1.6560 + 50 -0.26318 -0.43977 -2.0004 1.7372 1.6560 + 194 -0.26318 -0.43977 -2.0004 1.7372 1.6560 + 194 -0.26318 -0.43977 -2.0004 1.7372 1.6560 + 7 -0.26318 -0.43977 -2.0004 1.7372 1.6560 + 7 -0.26318 -0.43977 -2.0004 1.7372 1.6560 + 7 -0.26318 -0.43977 -2.0004 1.7372 1.6560 + 7 -0.26318 -0.43977 -2.0004 1.7372 1.6560 + + ELEMENT= 707 SOLID185 + NODE S1 S2 S3 SINT SEQV + 262 -0.21459 -0.47321 -1.3906 1.1760 1.0704 + 50 -0.21459 -0.47321 -1.3906 1.1760 1.0704 + 284 -0.21459 -0.47321 -1.3906 1.1760 1.0704 + 284 -0.21459 -0.47321 -1.3906 1.1760 1.0704 + 131 -0.21459 -0.47321 -1.3906 1.1760 1.0704 + 131 -0.21459 -0.47321 -1.3906 1.1760 1.0704 + 131 -0.21459 -0.47321 -1.3906 1.1760 1.0704 + 131 -0.21459 -0.47321 -1.3906 1.1760 1.0704 + + ELEMENT= 708 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.27622 0.47976E-001-0.16814 0.44436 0.38488 + 314 0.27622 0.47976E-001-0.16814 0.44436 0.38488 + 275 0.27622 0.47976E-001-0.16814 0.44436 0.38488 + 275 0.27622 0.47976E-001-0.16814 0.44436 0.38488 + 274 0.27622 0.47976E-001-0.16814 0.44436 0.38488 + 274 0.27622 0.47976E-001-0.16814 0.44436 0.38488 + 274 0.27622 0.47976E-001-0.16814 0.44436 0.38488 + 274 0.27622 0.47976E-001-0.16814 0.44436 0.38488 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 709 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.35963 -0.24165E-002-0.40643 0.76606 0.66376 + 96 0.35963 -0.24165E-002-0.40643 0.76606 0.66376 + 315 0.35963 -0.24165E-002-0.40643 0.76606 0.66376 + 315 0.35963 -0.24165E-002-0.40643 0.76606 0.66376 + 314 0.35963 -0.24165E-002-0.40643 0.76606 0.66376 + 314 0.35963 -0.24165E-002-0.40643 0.76606 0.66376 + 314 0.35963 -0.24165E-002-0.40643 0.76606 0.66376 + 314 0.35963 -0.24165E-002-0.40643 0.76606 0.66376 + + ELEMENT= 710 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.40554 -0.21560E-001-0.11450 0.52004 0.48036 + 77 0.40554 -0.21560E-001-0.11450 0.52004 0.48036 + 312 0.40554 -0.21560E-001-0.11450 0.52004 0.48036 + 312 0.40554 -0.21560E-001-0.11450 0.52004 0.48036 + 316 0.40554 -0.21560E-001-0.11450 0.52004 0.48036 + 316 0.40554 -0.21560E-001-0.11450 0.52004 0.48036 + 316 0.40554 -0.21560E-001-0.11450 0.52004 0.48036 + 316 0.40554 -0.21560E-001-0.11450 0.52004 0.48036 + + ELEMENT= 711 SOLID185 + NODE S1 S2 S3 SINT SEQV + 285 0.53694 0.11394 -0.89640E-003 0.53783 0.49060 + 100 0.53694 0.11394 -0.89640E-003 0.53783 0.49060 + 327 0.53694 0.11394 -0.89640E-003 0.53783 0.49060 + 327 0.53694 0.11394 -0.89640E-003 0.53783 0.49060 + 275 0.53694 0.11394 -0.89640E-003 0.53783 0.49060 + 275 0.53694 0.11394 -0.89640E-003 0.53783 0.49060 + 275 0.53694 0.11394 -0.89640E-003 0.53783 0.49060 + 275 0.53694 0.11394 -0.89640E-003 0.53783 0.49060 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 712 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.47230E-001-0.18219 -0.65776 0.70499 0.62282 + 314 0.47230E-001-0.18219 -0.65776 0.70499 0.62282 + 167 0.47230E-001-0.18219 -0.65776 0.70499 0.62282 + 167 0.47230E-001-0.18219 -0.65776 0.70499 0.62282 + 313 0.47230E-001-0.18219 -0.65776 0.70499 0.62282 + 313 0.47230E-001-0.18219 -0.65776 0.70499 0.62282 + 313 0.47230E-001-0.18219 -0.65776 0.70499 0.62282 + 313 0.47230E-001-0.18219 -0.65776 0.70499 0.62282 + + ELEMENT= 713 SOLID185 + NODE S1 S2 S3 SINT SEQV + 327 0.73659 0.82682E-001 0.20833E-001 0.71575 0.68692 + 103 0.73659 0.82682E-001 0.20833E-001 0.71575 0.68692 + 331 0.73659 0.82682E-001 0.20833E-001 0.71575 0.68692 + 331 0.73659 0.82682E-001 0.20833E-001 0.71575 0.68692 + 102 0.73659 0.82682E-001 0.20833E-001 0.71575 0.68692 + 102 0.73659 0.82682E-001 0.20833E-001 0.71575 0.68692 + 102 0.73659 0.82682E-001 0.20833E-001 0.71575 0.68692 + 102 0.73659 0.82682E-001 0.20833E-001 0.71575 0.68692 + + ELEMENT= 714 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.83659 0.23966E-001-0.72870E-001 0.90946 0.86512 + 38 0.83659 0.23966E-001-0.72870E-001 0.90946 0.86512 + 104 0.83659 0.23966E-001-0.72870E-001 0.90946 0.86512 + 104 0.83659 0.23966E-001-0.72870E-001 0.90946 0.86512 + 101 0.83659 0.23966E-001-0.72870E-001 0.90946 0.86512 + 101 0.83659 0.23966E-001-0.72870E-001 0.90946 0.86512 + 101 0.83659 0.23966E-001-0.72870E-001 0.90946 0.86512 + 101 0.83659 0.23966E-001-0.72870E-001 0.90946 0.86512 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 715 SOLID185 + NODE S1 S2 S3 SINT SEQV + 305 1.4243 0.24335 0.56162E-001 1.3681 1.2848 + 39 1.4243 0.24335 0.56162E-001 1.3681 1.2848 + 38 1.4243 0.24335 0.56162E-001 1.3681 1.2848 + 38 1.4243 0.24335 0.56162E-001 1.3681 1.2848 + 177 1.4243 0.24335 0.56162E-001 1.3681 1.2848 + 177 1.4243 0.24335 0.56162E-001 1.3681 1.2848 + 177 1.4243 0.24335 0.56162E-001 1.3681 1.2848 + 177 1.4243 0.24335 0.56162E-001 1.3681 1.2848 + + ELEMENT= 716 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.50809 0.45580E-001-0.31330 0.82139 0.71323 + 74 0.50809 0.45580E-001-0.31330 0.82139 0.71323 + 276 0.50809 0.45580E-001-0.31330 0.82139 0.71323 + 276 0.50809 0.45580E-001-0.31330 0.82139 0.71323 + 73 0.50809 0.45580E-001-0.31330 0.82139 0.71323 + 73 0.50809 0.45580E-001-0.31330 0.82139 0.71323 + 73 0.50809 0.45580E-001-0.31330 0.82139 0.71323 + 73 0.50809 0.45580E-001-0.31330 0.82139 0.71323 + + ELEMENT= 717 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.31862 0.40286E-001-0.19605 0.51467 0.44621 + 285 0.31862 0.40286E-001-0.19605 0.51467 0.44621 + 275 0.31862 0.40286E-001-0.19605 0.51467 0.44621 + 275 0.31862 0.40286E-001-0.19605 0.51467 0.44621 + 274 0.31862 0.40286E-001-0.19605 0.51467 0.44621 + 274 0.31862 0.40286E-001-0.19605 0.51467 0.44621 + 274 0.31862 0.40286E-001-0.19605 0.51467 0.44621 + 274 0.31862 0.40286E-001-0.19605 0.51467 0.44621 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 718 SOLID185 + NODE S1 S2 S3 SINT SEQV + 226 0.65519 0.73273E-001-0.72627E-001 0.72782 0.66695 + 307 0.65519 0.73273E-001-0.72627E-001 0.72782 0.66695 + 265 0.65519 0.73273E-001-0.72627E-001 0.72782 0.66695 + 265 0.65519 0.73273E-001-0.72627E-001 0.72782 0.66695 + 290 0.65519 0.73273E-001-0.72627E-001 0.72782 0.66695 + 290 0.65519 0.73273E-001-0.72627E-001 0.72782 0.66695 + 290 0.65519 0.73273E-001-0.72627E-001 0.72782 0.66695 + 290 0.65519 0.73273E-001-0.72627E-001 0.72782 0.66695 + + ELEMENT= 719 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 0.42941 0.10300 -0.31772E-001 0.46118 0.41073 + 235 0.42941 0.10300 -0.31772E-001 0.46118 0.41073 + 127 0.42941 0.10300 -0.31772E-001 0.46118 0.41073 + 127 0.42941 0.10300 -0.31772E-001 0.46118 0.41073 + 126 0.42941 0.10300 -0.31772E-001 0.46118 0.41073 + 126 0.42941 0.10300 -0.31772E-001 0.46118 0.41073 + 126 0.42941 0.10300 -0.31772E-001 0.46118 0.41073 + 126 0.42941 0.10300 -0.31772E-001 0.46118 0.41073 + + ELEMENT= 720 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 0.65841 0.99893E-001-0.22181 0.88022 0.77144 + 303 0.65841 0.99893E-001-0.22181 0.88022 0.77144 + 258 0.65841 0.99893E-001-0.22181 0.88022 0.77144 + 258 0.65841 0.99893E-001-0.22181 0.88022 0.77144 + 94 0.65841 0.99893E-001-0.22181 0.88022 0.77144 + 94 0.65841 0.99893E-001-0.22181 0.88022 0.77144 + 94 0.65841 0.99893E-001-0.22181 0.88022 0.77144 + 94 0.65841 0.99893E-001-0.22181 0.88022 0.77144 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 721 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 -0.33715 -0.53233 -2.8858 2.5486 2.4569 + 301 -0.33715 -0.53233 -2.8858 2.5486 2.4569 + 300 -0.33715 -0.53233 -2.8858 2.5486 2.4569 + 300 -0.33715 -0.53233 -2.8858 2.5486 2.4569 + 158 -0.33715 -0.53233 -2.8858 2.5486 2.4569 + 158 -0.33715 -0.53233 -2.8858 2.5486 2.4569 + 158 -0.33715 -0.53233 -2.8858 2.5486 2.4569 + 158 -0.33715 -0.53233 -2.8858 2.5486 2.4569 + + ELEMENT= 722 SOLID185 + NODE S1 S2 S3 SINT SEQV + 258 -0.87911E-001-0.31440 -1.6001 1.5122 1.4127 + 301 -0.87911E-001-0.31440 -1.6001 1.5122 1.4127 + 93 -0.87911E-001-0.31440 -1.6001 1.5122 1.4127 + 93 -0.87911E-001-0.31440 -1.6001 1.5122 1.4127 + 23 -0.87911E-001-0.31440 -1.6001 1.5122 1.4127 + 23 -0.87911E-001-0.31440 -1.6001 1.5122 1.4127 + 23 -0.87911E-001-0.31440 -1.6001 1.5122 1.4127 + 23 -0.87911E-001-0.31440 -1.6001 1.5122 1.4127 + + ELEMENT= 723 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 -0.20725E-001-0.30458 -1.5850 1.5642 1.4434 + 90 -0.20725E-001-0.30458 -1.5850 1.5642 1.4434 + 94 -0.20725E-001-0.30458 -1.5850 1.5642 1.4434 + 94 -0.20725E-001-0.30458 -1.5850 1.5642 1.4434 + 93 -0.20725E-001-0.30458 -1.5850 1.5642 1.4434 + 93 -0.20725E-001-0.30458 -1.5850 1.5642 1.4434 + 93 -0.20725E-001-0.30458 -1.5850 1.5642 1.4434 + 93 -0.20725E-001-0.30458 -1.5850 1.5642 1.4434 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 724 SOLID185 + NODE S1 S2 S3 SINT SEQV + 258 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 129 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 23 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 23 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 22 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 22 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 22 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 22 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + + ELEMENT= 725 SOLID185 + NODE S1 S2 S3 SINT SEQV + 258 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 22 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 126 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 126 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 129 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 129 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 129 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + 129 -0.18472 -0.32459 -1.1137 0.92894 0.86750 + + ELEMENT= 726 SOLID185 + NODE S1 S2 S3 SINT SEQV + 283 -0.46678E-001-0.41587 -0.61005 0.56337 0.49568 + 136 -0.46678E-001-0.41587 -0.61005 0.56337 0.49568 + 132 -0.46678E-001-0.41587 -0.61005 0.56337 0.49568 + 132 -0.46678E-001-0.41587 -0.61005 0.56337 0.49568 + 133 -0.46678E-001-0.41587 -0.61005 0.56337 0.49568 + 133 -0.46678E-001-0.41587 -0.61005 0.56337 0.49568 + 133 -0.46678E-001-0.41587 -0.61005 0.56337 0.49568 + 133 -0.46678E-001-0.41587 -0.61005 0.56337 0.49568 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 727 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 0.40893 0.38713E-001-0.51362 0.92254 0.80412 + 313 0.40893 0.38713E-001-0.51362 0.92254 0.80412 + 70 0.40893 0.38713E-001-0.51362 0.92254 0.80412 + 70 0.40893 0.38713E-001-0.51362 0.92254 0.80412 + 10 0.40893 0.38713E-001-0.51362 0.92254 0.80412 + 10 0.40893 0.38713E-001-0.51362 0.92254 0.80412 + 10 0.40893 0.38713E-001-0.51362 0.92254 0.80412 + 10 0.40893 0.38713E-001-0.51362 0.92254 0.80412 + + ELEMENT= 728 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.14845 0.96047E-002-0.16642 0.31487 0.27332 + 274 0.14845 0.96047E-002-0.16642 0.31487 0.27332 + 164 0.14845 0.96047E-002-0.16642 0.31487 0.27332 + 164 0.14845 0.96047E-002-0.16642 0.31487 0.27332 + 167 0.14845 0.96047E-002-0.16642 0.31487 0.27332 + 167 0.14845 0.96047E-002-0.16642 0.31487 0.27332 + 167 0.14845 0.96047E-002-0.16642 0.31487 0.27332 + 167 0.14845 0.96047E-002-0.16642 0.31487 0.27332 + + ELEMENT= 729 SOLID185 + NODE S1 S2 S3 SINT SEQV + 274 0.14702 -0.88463E-001-0.11833 0.26535 0.25175 + 326 0.14702 -0.88463E-001-0.11833 0.26535 0.25175 + 164 0.14702 -0.88463E-001-0.11833 0.26535 0.25175 + 164 0.14702 -0.88463E-001-0.11833 0.26535 0.25175 + 161 0.14702 -0.88463E-001-0.11833 0.26535 0.25175 + 161 0.14702 -0.88463E-001-0.11833 0.26535 0.25175 + 161 0.14702 -0.88463E-001-0.11833 0.26535 0.25175 + 161 0.14702 -0.88463E-001-0.11833 0.26535 0.25175 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 730 SOLID185 + NODE S1 S2 S3 SINT SEQV + 313 0.12407 -0.20083E-001-0.34324 0.46731 0.41448 + 274 0.12407 -0.20083E-001-0.34324 0.46731 0.41448 + 167 0.12407 -0.20083E-001-0.34324 0.46731 0.41448 + 167 0.12407 -0.20083E-001-0.34324 0.46731 0.41448 + 166 0.12407 -0.20083E-001-0.34324 0.46731 0.41448 + 166 0.12407 -0.20083E-001-0.34324 0.46731 0.41448 + 166 0.12407 -0.20083E-001-0.34324 0.46731 0.41448 + 166 0.12407 -0.20083E-001-0.34324 0.46731 0.41448 + + ELEMENT= 731 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.30494 -0.25198E-001-0.59490 0.89985 0.78844 + 273 0.30494 -0.25198E-001-0.59490 0.89985 0.78844 + 313 0.30494 -0.25198E-001-0.59490 0.89985 0.78844 + 313 0.30494 -0.25198E-001-0.59490 0.89985 0.78844 + 315 0.30494 -0.25198E-001-0.59490 0.89985 0.78844 + 315 0.30494 -0.25198E-001-0.59490 0.89985 0.78844 + 315 0.30494 -0.25198E-001-0.59490 0.89985 0.78844 + 315 0.30494 -0.25198E-001-0.59490 0.89985 0.78844 + + ELEMENT= 732 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.37631 0.54063E-001-0.31610 0.69242 0.60013 + 242 0.37631 0.54063E-001-0.31610 0.69242 0.60013 + 279 0.37631 0.54063E-001-0.31610 0.69242 0.60013 + 279 0.37631 0.54063E-001-0.31610 0.69242 0.60013 + 272 0.37631 0.54063E-001-0.31610 0.69242 0.60013 + 272 0.37631 0.54063E-001-0.31610 0.69242 0.60013 + 272 0.37631 0.54063E-001-0.31610 0.69242 0.60013 + 272 0.37631 0.54063E-001-0.31610 0.69242 0.60013 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 733 SOLID185 + NODE S1 S2 S3 SINT SEQV + 306 0.44475 0.34970E-001-0.79541E-001 0.52429 0.47745 + 100 0.44475 0.34970E-001-0.79541E-001 0.52429 0.47745 + 285 0.44475 0.34970E-001-0.79541E-001 0.52429 0.47745 + 285 0.44475 0.34970E-001-0.79541E-001 0.52429 0.47745 + 330 0.44475 0.34970E-001-0.79541E-001 0.52429 0.47745 + 330 0.44475 0.34970E-001-0.79541E-001 0.52429 0.47745 + 330 0.44475 0.34970E-001-0.79541E-001 0.52429 0.47745 + 330 0.44475 0.34970E-001-0.79541E-001 0.52429 0.47745 + + ELEMENT= 734 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.17826 0.19526E-002-0.82022 0.99848 0.92304 + 299 0.17826 0.19526E-002-0.82022 0.99848 0.92304 + 75 0.17826 0.19526E-002-0.82022 0.99848 0.92304 + 75 0.17826 0.19526E-002-0.82022 0.99848 0.92304 + 78 0.17826 0.19526E-002-0.82022 0.99848 0.92304 + 78 0.17826 0.19526E-002-0.82022 0.99848 0.92304 + 78 0.17826 0.19526E-002-0.82022 0.99848 0.92304 + 78 0.17826 0.19526E-002-0.82022 0.99848 0.92304 + + ELEMENT= 735 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.33972 -0.77029E-002-0.16332 0.50304 0.44607 + 171 0.33972 -0.77029E-002-0.16332 0.50304 0.44607 + 174 0.33972 -0.77029E-002-0.16332 0.50304 0.44607 + 174 0.33972 -0.77029E-002-0.16332 0.50304 0.44607 + 37 0.33972 -0.77029E-002-0.16332 0.50304 0.44607 + 37 0.33972 -0.77029E-002-0.16332 0.50304 0.44607 + 37 0.33972 -0.77029E-002-0.16332 0.50304 0.44607 + 37 0.33972 -0.77029E-002-0.16332 0.50304 0.44607 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 736 SOLID185 + NODE S1 S2 S3 SINT SEQV + 158 -0.13449 -0.23620 -2.1292 1.9947 1.9458 + 216 -0.13449 -0.23620 -2.1292 1.9947 1.9458 + 157 -0.13449 -0.23620 -2.1292 1.9947 1.9458 + 157 -0.13449 -0.23620 -2.1292 1.9947 1.9458 + 300 -0.13449 -0.23620 -2.1292 1.9947 1.9458 + 300 -0.13449 -0.23620 -2.1292 1.9947 1.9458 + 300 -0.13449 -0.23620 -2.1292 1.9947 1.9458 + 300 -0.13449 -0.23620 -2.1292 1.9947 1.9458 + + ELEMENT= 737 SOLID185 + NODE S1 S2 S3 SINT SEQV + 288 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 131 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 51 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 51 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 130 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 130 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 130 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 130 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + + ELEMENT= 738 SOLID185 + NODE S1 S2 S3 SINT SEQV + 288 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 52 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 130 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 130 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 51 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 51 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 51 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + 51 -0.64461 -0.81432 -2.6127 1.9681 1.8889 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 739 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.52689 -0.56079 -2.3648 1.8379 1.8212 + 130 -0.52689 -0.56079 -2.3648 1.8379 1.8212 + 288 -0.52689 -0.56079 -2.3648 1.8379 1.8212 + 288 -0.52689 -0.56079 -2.3648 1.8379 1.8212 + 52 -0.52689 -0.56079 -2.3648 1.8379 1.8212 + 52 -0.52689 -0.56079 -2.3648 1.8379 1.8212 + 52 -0.52689 -0.56079 -2.3648 1.8379 1.8212 + 52 -0.52689 -0.56079 -2.3648 1.8379 1.8212 + + ELEMENT= 740 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 1.5673 0.98595E-001-0.27038 1.8377 1.6838 + 89 1.5673 0.98595E-001-0.27038 1.8377 1.6838 + 332 1.5673 0.98595E-001-0.27038 1.8377 1.6838 + 332 1.5673 0.98595E-001-0.27038 1.8377 1.6838 + 328 1.5673 0.98595E-001-0.27038 1.8377 1.6838 + 328 1.5673 0.98595E-001-0.27038 1.8377 1.6838 + 328 1.5673 0.98595E-001-0.27038 1.8377 1.6838 + 328 1.5673 0.98595E-001-0.27038 1.8377 1.6838 + + ELEMENT= 741 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 2.1372 0.42992E-001-0.89966E-001 2.2271 2.1637 + 17 2.1372 0.42992E-001-0.89966E-001 2.2271 2.1637 + 114 2.1372 0.42992E-001-0.89966E-001 2.2271 2.1637 + 114 2.1372 0.42992E-001-0.89966E-001 2.2271 2.1637 + 18 2.1372 0.42992E-001-0.89966E-001 2.2271 2.1637 + 18 2.1372 0.42992E-001-0.89966E-001 2.2271 2.1637 + 18 2.1372 0.42992E-001-0.89966E-001 2.2271 2.1637 + 18 2.1372 0.42992E-001-0.89966E-001 2.2271 2.1637 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 742 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 2.2332 0.12453 -0.23467E-001 2.2567 2.1864 + 17 2.2332 0.12453 -0.23467E-001 2.2567 2.1864 + 111 2.2332 0.12453 -0.23467E-001 2.2567 2.1864 + 111 2.2332 0.12453 -0.23467E-001 2.2567 2.1864 + 114 2.2332 0.12453 -0.23467E-001 2.2567 2.1864 + 114 2.2332 0.12453 -0.23467E-001 2.2567 2.1864 + 114 2.2332 0.12453 -0.23467E-001 2.2567 2.1864 + 114 2.2332 0.12453 -0.23467E-001 2.2567 2.1864 + + ELEMENT= 743 SOLID185 + NODE S1 S2 S3 SINT SEQV + 223 1.0632 -0.30595E-001-0.14012 1.2033 1.1524 + 210 1.0632 -0.30595E-001-0.14012 1.2033 1.1524 + 112 1.0632 -0.30595E-001-0.14012 1.2033 1.1524 + 112 1.0632 -0.30595E-001-0.14012 1.2033 1.1524 + 197 1.0632 -0.30595E-001-0.14012 1.2033 1.1524 + 197 1.0632 -0.30595E-001-0.14012 1.2033 1.1524 + 197 1.0632 -0.30595E-001-0.14012 1.2033 1.1524 + 197 1.0632 -0.30595E-001-0.14012 1.2033 1.1524 + + ELEMENT= 744 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 2.2713 0.25510 -0.34760E-001 2.3061 2.1757 + 114 2.2713 0.25510 -0.34760E-001 2.3061 2.1757 + 332 2.2713 0.25510 -0.34760E-001 2.3061 2.1757 + 332 2.2713 0.25510 -0.34760E-001 2.3061 2.1757 + 111 2.2713 0.25510 -0.34760E-001 2.3061 2.1757 + 111 2.2713 0.25510 -0.34760E-001 2.3061 2.1757 + 111 2.2713 0.25510 -0.34760E-001 2.3061 2.1757 + 111 2.2713 0.25510 -0.34760E-001 2.3061 2.1757 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 745 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.3367 0.10881 -0.77291E-001 1.4140 1.3308 + 17 1.3367 0.10881 -0.77291E-001 1.4140 1.3308 + 321 1.3367 0.10881 -0.77291E-001 1.4140 1.3308 + 321 1.3367 0.10881 -0.77291E-001 1.4140 1.3308 + 111 1.3367 0.10881 -0.77291E-001 1.4140 1.3308 + 111 1.3367 0.10881 -0.77291E-001 1.4140 1.3308 + 111 1.3367 0.10881 -0.77291E-001 1.4140 1.3308 + 111 1.3367 0.10881 -0.77291E-001 1.4140 1.3308 + + ELEMENT= 746 SOLID185 + NODE S1 S2 S3 SINT SEQV + 321 1.8135 0.23527E-001-0.11328 1.9268 1.8622 + 111 1.8135 0.23527E-001-0.11328 1.9268 1.8622 + 17 1.8135 0.23527E-001-0.11328 1.9268 1.8622 + 17 1.8135 0.23527E-001-0.11328 1.9268 1.8622 + 16 1.8135 0.23527E-001-0.11328 1.9268 1.8622 + 16 1.8135 0.23527E-001-0.11328 1.9268 1.8622 + 16 1.8135 0.23527E-001-0.11328 1.9268 1.8622 + 16 1.8135 0.23527E-001-0.11328 1.9268 1.8622 + + ELEMENT= 747 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 1.3903 0.14216 -0.60721E-001 1.4510 1.3610 + 223 1.3903 0.14216 -0.60721E-001 1.4510 1.3610 + 112 1.3903 0.14216 -0.60721E-001 1.4510 1.3610 + 112 1.3903 0.14216 -0.60721E-001 1.4510 1.3610 + 111 1.3903 0.14216 -0.60721E-001 1.4510 1.3610 + 111 1.3903 0.14216 -0.60721E-001 1.4510 1.3610 + 111 1.3903 0.14216 -0.60721E-001 1.4510 1.3610 + 111 1.3903 0.14216 -0.60721E-001 1.4510 1.3610 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 748 SOLID185 + NODE S1 S2 S3 SINT SEQV + 321 1.8744 0.11900 -0.26531E-001 1.9009 1.8325 + 111 1.8744 0.11900 -0.26531E-001 1.9009 1.8325 + 16 1.8744 0.11900 -0.26531E-001 1.9009 1.8325 + 16 1.8744 0.11900 -0.26531E-001 1.9009 1.8325 + 108 1.8744 0.11900 -0.26531E-001 1.9009 1.8325 + 108 1.8744 0.11900 -0.26531E-001 1.9009 1.8325 + 108 1.8744 0.11900 -0.26531E-001 1.9009 1.8325 + 108 1.8744 0.11900 -0.26531E-001 1.9009 1.8325 + + ELEMENT= 749 SOLID185 + NODE S1 S2 S3 SINT SEQV + 301 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 53 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 23 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 23 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 129 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 129 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 129 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 129 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + + ELEMENT= 750 SOLID185 + NODE S1 S2 S3 SINT SEQV + 301 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 23 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 53 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 53 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 4 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 4 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 4 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + 4 -0.63440 -0.79157 -2.5319 1.8975 1.8240 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 751 SOLID185 + NODE S1 S2 S3 SINT SEQV + 258 -0.21356 -0.46827 -1.7257 1.5122 1.4023 + 301 -0.21356 -0.46827 -1.7257 1.5122 1.4023 + 23 -0.21356 -0.46827 -1.7257 1.5122 1.4023 + 23 -0.21356 -0.46827 -1.7257 1.5122 1.4023 + 129 -0.21356 -0.46827 -1.7257 1.5122 1.4023 + 129 -0.21356 -0.46827 -1.7257 1.5122 1.4023 + 129 -0.21356 -0.46827 -1.7257 1.5122 1.4023 + 129 -0.21356 -0.46827 -1.7257 1.5122 1.4023 + + ELEMENT= 752 SOLID185 + NODE S1 S2 S3 SINT SEQV + 301 0.24930E-001-0.28854 -3.2828 3.3077 3.1626 + 4 0.24930E-001-0.28854 -3.2828 3.3077 3.1626 + 158 0.24930E-001-0.28854 -3.2828 3.3077 3.1626 + 158 0.24930E-001-0.28854 -3.2828 3.3077 3.1626 + 24 0.24930E-001-0.28854 -3.2828 3.3077 3.1626 + 24 0.24930E-001-0.28854 -3.2828 3.3077 3.1626 + 24 0.24930E-001-0.28854 -3.2828 3.3077 3.1626 + 24 0.24930E-001-0.28854 -3.2828 3.3077 3.1626 + + ELEMENT= 753 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 0.47179E-001-0.67920E-001 -2.0057 2.0528 1.9978 + 24 0.47179E-001-0.67920E-001 -2.0057 2.0528 1.9978 + 301 0.47179E-001-0.67920E-001 -2.0057 2.0528 1.9978 + 301 0.47179E-001-0.67920E-001 -2.0057 2.0528 1.9978 + 158 0.47179E-001-0.67920E-001 -2.0057 2.0528 1.9978 + 158 0.47179E-001-0.67920E-001 -2.0057 2.0528 1.9978 + 158 0.47179E-001-0.67920E-001 -2.0057 2.0528 1.9978 + 158 0.47179E-001-0.67920E-001 -2.0057 2.0528 1.9978 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 754 SOLID185 + NODE S1 S2 S3 SINT SEQV + 206 0.92666E-001-0.14683 -1.3421 1.4348 1.3313 + 209 0.92666E-001-0.14683 -1.3421 1.4348 1.3313 + 205 0.92666E-001-0.14683 -1.3421 1.4348 1.3313 + 205 0.92666E-001-0.14683 -1.3421 1.4348 1.3313 + 207 0.92666E-001-0.14683 -1.3421 1.4348 1.3313 + 207 0.92666E-001-0.14683 -1.3421 1.4348 1.3313 + 207 0.92666E-001-0.14683 -1.3421 1.4348 1.3313 + 207 0.92666E-001-0.14683 -1.3421 1.4348 1.3313 + + ELEMENT= 755 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.43275 -0.13532 -0.48173 0.91448 0.79968 + 199 0.43275 -0.13532 -0.48173 0.91448 0.79968 + 247 0.43275 -0.13532 -0.48173 0.91448 0.79968 + 247 0.43275 -0.13532 -0.48173 0.91448 0.79968 + 248 0.43275 -0.13532 -0.48173 0.91448 0.79968 + 248 0.43275 -0.13532 -0.48173 0.91448 0.79968 + 248 0.43275 -0.13532 -0.48173 0.91448 0.79968 + 248 0.43275 -0.13532 -0.48173 0.91448 0.79968 + + ELEMENT= 756 SOLID185 + NODE S1 S2 S3 SINT SEQV + 41 2.2014 0.26928 0.49024E-001 2.1523 2.0511 + 259 2.2014 0.26928 0.49024E-001 2.1523 2.0511 + 42 2.2014 0.26928 0.49024E-001 2.1523 2.0511 + 42 2.2014 0.26928 0.49024E-001 2.1523 2.0511 + 186 2.2014 0.26928 0.49024E-001 2.1523 2.0511 + 186 2.2014 0.26928 0.49024E-001 2.1523 2.0511 + 186 2.2014 0.26928 0.49024E-001 2.1523 2.0511 + 186 2.2014 0.26928 0.49024E-001 2.1523 2.0511 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 757 SOLID185 + NODE S1 S2 S3 SINT SEQV + 331 1.2400 0.13743 0.15954E-001 1.2240 1.1681 + 103 1.2400 0.13743 0.15954E-001 1.2240 1.1681 + 106 1.2400 0.13743 0.15954E-001 1.2240 1.1681 + 106 1.2400 0.13743 0.15954E-001 1.2240 1.1681 + 102 1.2400 0.13743 0.15954E-001 1.2240 1.1681 + 102 1.2400 0.13743 0.15954E-001 1.2240 1.1681 + 102 1.2400 0.13743 0.15954E-001 1.2240 1.1681 + 102 1.2400 0.13743 0.15954E-001 1.2240 1.1681 + + ELEMENT= 758 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.22980 -0.24581 -0.95977 1.1896 1.0371 + 193 0.22980 -0.24581 -0.95977 1.1896 1.0371 + 262 0.22980 -0.24581 -0.95977 1.1896 1.0371 + 262 0.22980 -0.24581 -0.95977 1.1896 1.0371 + 325 0.22980 -0.24581 -0.95977 1.1896 1.0371 + 325 0.22980 -0.24581 -0.95977 1.1896 1.0371 + 325 0.22980 -0.24581 -0.95977 1.1896 1.0371 + 325 0.22980 -0.24581 -0.95977 1.1896 1.0371 + + ELEMENT= 759 SOLID185 + NODE S1 S2 S3 SINT SEQV + 320 1.1401 0.41503E-001 0.49984E-002 1.1351 1.1172 + 259 1.1401 0.41503E-001 0.49984E-002 1.1351 1.1172 + 197 1.1401 0.41503E-001 0.49984E-002 1.1351 1.1172 + 197 1.1401 0.41503E-001 0.49984E-002 1.1351 1.1172 + 113 1.1401 0.41503E-001 0.49984E-002 1.1351 1.1172 + 113 1.1401 0.41503E-001 0.49984E-002 1.1351 1.1172 + 113 1.1401 0.41503E-001 0.49984E-002 1.1351 1.1172 + 113 1.1401 0.41503E-001 0.49984E-002 1.1351 1.1172 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 760 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 0.37655 0.15994E-001-0.39519 0.77174 0.66883 + 259 0.37655 0.15994E-001-0.39519 0.77174 0.66883 + 184 0.37655 0.15994E-001-0.39519 0.77174 0.66883 + 184 0.37655 0.15994E-001-0.39519 0.77174 0.66883 + 187 0.37655 0.15994E-001-0.39519 0.77174 0.66883 + 187 0.37655 0.15994E-001-0.39519 0.77174 0.66883 + 187 0.37655 0.15994E-001-0.39519 0.77174 0.66883 + 187 0.37655 0.15994E-001-0.39519 0.77174 0.66883 + + ELEMENT= 761 SOLID185 + NODE S1 S2 S3 SINT SEQV + 259 1.2301 0.17480 0.14922 1.0809 1.0683 + 197 1.2301 0.17480 0.14922 1.0809 1.0683 + 184 1.2301 0.17480 0.14922 1.0809 1.0683 + 184 1.2301 0.17480 0.14922 1.0809 1.0683 + 183 1.2301 0.17480 0.14922 1.0809 1.0683 + 183 1.2301 0.17480 0.14922 1.0809 1.0683 + 183 1.2301 0.17480 0.14922 1.0809 1.0683 + 183 1.2301 0.17480 0.14922 1.0809 1.0683 + + ELEMENT= 762 SOLID185 + NODE S1 S2 S3 SINT SEQV + 320 0.99225 -0.28284E-001-0.34355 1.3358 1.2094 + 259 0.99225 -0.28284E-001-0.34355 1.3358 1.2094 + 183 0.99225 -0.28284E-001-0.34355 1.3358 1.2094 + 183 0.99225 -0.28284E-001-0.34355 1.3358 1.2094 + 197 0.99225 -0.28284E-001-0.34355 1.3358 1.2094 + 197 0.99225 -0.28284E-001-0.34355 1.3358 1.2094 + 197 0.99225 -0.28284E-001-0.34355 1.3358 1.2094 + 197 0.99225 -0.28284E-001-0.34355 1.3358 1.2094 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 763 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 2.0211 0.14206 -0.11695 2.1381 2.0210 + 237 2.0211 0.14206 -0.11695 2.1381 2.0210 + 233 2.0211 0.14206 -0.11695 2.1381 2.0210 + 233 2.0211 0.14206 -0.11695 2.1381 2.0210 + 120 2.0211 0.14206 -0.11695 2.1381 2.0210 + 120 2.0211 0.14206 -0.11695 2.1381 2.0210 + 120 2.0211 0.14206 -0.11695 2.1381 2.0210 + 120 2.0211 0.14206 -0.11695 2.1381 2.0210 + + ELEMENT= 764 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 0.85820 0.92123E-002-0.20468 1.0629 0.97372 + 248 0.85820 0.92123E-002-0.20468 1.0629 0.97372 + 89 0.85820 0.92123E-002-0.20468 1.0629 0.97372 + 89 0.85820 0.92123E-002-0.20468 1.0629 0.97372 + 88 0.85820 0.92123E-002-0.20468 1.0629 0.97372 + 88 0.85820 0.92123E-002-0.20468 1.0629 0.97372 + 88 0.85820 0.92123E-002-0.20468 1.0629 0.97372 + 88 0.85820 0.92123E-002-0.20468 1.0629 0.97372 + + ELEMENT= 765 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 1.3361 0.32361E-001-0.31063E-001 1.3672 1.3366 + 114 1.3361 0.32361E-001-0.31063E-001 1.3672 1.3366 + 219 1.3361 0.32361E-001-0.31063E-001 1.3672 1.3366 + 219 1.3361 0.32361E-001-0.31063E-001 1.3672 1.3366 + 328 1.3361 0.32361E-001-0.31063E-001 1.3672 1.3366 + 328 1.3361 0.32361E-001-0.31063E-001 1.3672 1.3366 + 328 1.3361 0.32361E-001-0.31063E-001 1.3672 1.3366 + 328 1.3361 0.32361E-001-0.31063E-001 1.3672 1.3366 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 766 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 0.19138 -0.70507E-001-0.13681 0.32819 0.30057 + 262 0.19138 -0.70507E-001-0.13681 0.32819 0.30057 + 128 0.19138 -0.70507E-001-0.13681 0.32819 0.30057 + 128 0.19138 -0.70507E-001-0.13681 0.32819 0.30057 + 325 0.19138 -0.70507E-001-0.13681 0.32819 0.30057 + 325 0.19138 -0.70507E-001-0.13681 0.32819 0.30057 + 325 0.19138 -0.70507E-001-0.13681 0.32819 0.30057 + 325 0.19138 -0.70507E-001-0.13681 0.32819 0.30057 + + ELEMENT= 767 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.19499 0.20710E-001 -1.2350 1.4300 1.3513 + 90 0.19499 0.20710E-001 -1.2350 1.4300 1.3513 + 245 0.19499 0.20710E-001 -1.2350 1.4300 1.3513 + 245 0.19499 0.20710E-001 -1.2350 1.4300 1.3513 + 87 0.19499 0.20710E-001 -1.2350 1.4300 1.3513 + 87 0.19499 0.20710E-001 -1.2350 1.4300 1.3513 + 87 0.19499 0.20710E-001 -1.2350 1.4300 1.3513 + 87 0.19499 0.20710E-001 -1.2350 1.4300 1.3513 + + ELEMENT= 768 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 1.6923 0.12455 -0.13094 1.8232 1.7098 + 219 1.6923 0.12455 -0.13094 1.8232 1.7098 + 117 1.6923 0.12455 -0.13094 1.8232 1.7098 + 117 1.6923 0.12455 -0.13094 1.8232 1.7098 + 328 1.6923 0.12455 -0.13094 1.8232 1.7098 + 328 1.6923 0.12455 -0.13094 1.8232 1.7098 + 328 1.6923 0.12455 -0.13094 1.8232 1.7098 + 328 1.6923 0.12455 -0.13094 1.8232 1.7098 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 769 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 1.5612 0.67809E-001-0.29046 1.8516 1.7010 + 247 1.5612 0.67809E-001-0.29046 1.8516 1.7010 + 328 1.5612 0.67809E-001-0.29046 1.8516 1.7010 + 328 1.5612 0.67809E-001-0.29046 1.8516 1.7010 + 332 1.5612 0.67809E-001-0.29046 1.8516 1.7010 + 332 1.5612 0.67809E-001-0.29046 1.8516 1.7010 + 332 1.5612 0.67809E-001-0.29046 1.8516 1.7010 + 332 1.5612 0.67809E-001-0.29046 1.8516 1.7010 + + ELEMENT= 770 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 1.3146 0.10561 -0.88791E-001 1.4034 1.3170 + 219 1.3146 0.10561 -0.88791E-001 1.4034 1.3170 + 247 1.3146 0.10561 -0.88791E-001 1.4034 1.3170 + 247 1.3146 0.10561 -0.88791E-001 1.4034 1.3170 + 210 1.3146 0.10561 -0.88791E-001 1.4034 1.3170 + 210 1.3146 0.10561 -0.88791E-001 1.4034 1.3170 + 210 1.3146 0.10561 -0.88791E-001 1.4034 1.3170 + 210 1.3146 0.10561 -0.88791E-001 1.4034 1.3170 + + ELEMENT= 771 SOLID185 + NODE S1 S2 S3 SINT SEQV + 219 2.4307 0.30400 -0.38836E-001 2.4695 2.3172 + 328 2.4307 0.30400 -0.38836E-001 2.4695 2.3172 + 114 2.4307 0.30400 -0.38836E-001 2.4695 2.3172 + 114 2.4307 0.30400 -0.38836E-001 2.4695 2.3172 + 117 2.4307 0.30400 -0.38836E-001 2.4695 2.3172 + 117 2.4307 0.30400 -0.38836E-001 2.4695 2.3172 + 117 2.4307 0.30400 -0.38836E-001 2.4695 2.3172 + 117 2.4307 0.30400 -0.38836E-001 2.4695 2.3172 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 772 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.41230 -0.43470E-001 -1.1083 1.5206 1.3516 + 211 0.41230 -0.43470E-001 -1.1083 1.5206 1.3516 + 203 0.41230 -0.43470E-001 -1.1083 1.5206 1.3516 + 203 0.41230 -0.43470E-001 -1.1083 1.5206 1.3516 + 206 0.41230 -0.43470E-001 -1.1083 1.5206 1.3516 + 206 0.41230 -0.43470E-001 -1.1083 1.5206 1.3516 + 206 0.41230 -0.43470E-001 -1.1083 1.5206 1.3516 + 206 0.41230 -0.43470E-001 -1.1083 1.5206 1.3516 + + ELEMENT= 773 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.58637 -0.12039E-001-0.11523 0.70160 0.65612 + 325 0.58637 -0.12039E-001-0.11523 0.70160 0.65612 + 192 0.58637 -0.12039E-001-0.11523 0.70160 0.65612 + 192 0.58637 -0.12039E-001-0.11523 0.70160 0.65612 + 193 0.58637 -0.12039E-001-0.11523 0.70160 0.65612 + 193 0.58637 -0.12039E-001-0.11523 0.70160 0.65612 + 193 0.58637 -0.12039E-001-0.11523 0.70160 0.65612 + 193 0.58637 -0.12039E-001-0.11523 0.70160 0.65612 + + ELEMENT= 774 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.10646 0.60276E-003-0.73310 0.83956 0.79196 + 84 0.10646 0.60276E-003-0.73310 0.83956 0.79196 + 243 0.10646 0.60276E-003-0.73310 0.83956 0.79196 + 243 0.10646 0.60276E-003-0.73310 0.83956 0.79196 + 85 0.10646 0.60276E-003-0.73310 0.83956 0.79196 + 85 0.10646 0.60276E-003-0.73310 0.83956 0.79196 + 85 0.10646 0.60276E-003-0.73310 0.83956 0.79196 + 85 0.10646 0.60276E-003-0.73310 0.83956 0.79196 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 775 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 0.64682 -0.36716E-001-0.18535 0.83217 0.76870 + 248 0.64682 -0.36716E-001-0.18535 0.83217 0.76870 + 247 0.64682 -0.36716E-001-0.18535 0.83217 0.76870 + 247 0.64682 -0.36716E-001-0.18535 0.83217 0.76870 + 332 0.64682 -0.36716E-001-0.18535 0.83217 0.76870 + 332 0.64682 -0.36716E-001-0.18535 0.83217 0.76870 + 332 0.64682 -0.36716E-001-0.18535 0.83217 0.76870 + 332 0.64682 -0.36716E-001-0.18535 0.83217 0.76870 + + ELEMENT= 776 SOLID185 + NODE S1 S2 S3 SINT SEQV + 119 1.7857 0.23044 0.51170E-001 1.7345 1.6522 + 213 1.7857 0.23044 0.51170E-001 1.7345 1.6522 + 269 1.7857 0.23044 0.51170E-001 1.7345 1.6522 + 269 1.7857 0.23044 0.51170E-001 1.7345 1.6522 + 324 1.7857 0.23044 0.51170E-001 1.7345 1.6522 + 324 1.7857 0.23044 0.51170E-001 1.7345 1.6522 + 324 1.7857 0.23044 0.51170E-001 1.7345 1.6522 + 324 1.7857 0.23044 0.51170E-001 1.7345 1.6522 + + ELEMENT= 777 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 1.6737 0.39265E-001-0.18887 1.8626 1.7596 + 92 1.6737 0.39265E-001-0.18887 1.8626 1.7596 + 328 1.6737 0.39265E-001-0.18887 1.8626 1.7596 + 328 1.6737 0.39265E-001-0.18887 1.8626 1.7596 + 19 1.6737 0.39265E-001-0.18887 1.8626 1.7596 + 19 1.6737 0.39265E-001-0.18887 1.8626 1.7596 + 19 1.6737 0.39265E-001-0.18887 1.8626 1.7596 + 19 1.6737 0.39265E-001-0.18887 1.8626 1.7596 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 778 SOLID185 + NODE S1 S2 S3 SINT SEQV + 328 2.4149 0.96252E-001-0.10329E-001 2.4252 2.3737 + 117 2.4149 0.96252E-001-0.10329E-001 2.4252 2.3737 + 19 2.4149 0.96252E-001-0.10329E-001 2.4252 2.3737 + 19 2.4149 0.96252E-001-0.10329E-001 2.4252 2.3737 + 18 2.4149 0.96252E-001-0.10329E-001 2.4252 2.3737 + 18 2.4149 0.96252E-001-0.10329E-001 2.4252 2.3737 + 18 2.4149 0.96252E-001-0.10329E-001 2.4252 2.3737 + 18 2.4149 0.96252E-001-0.10329E-001 2.4252 2.3737 + + ELEMENT= 779 SOLID185 + NODE S1 S2 S3 SINT SEQV + 328 2.3828 0.11481 0.95865E-002 2.3732 2.3223 + 117 2.3828 0.11481 0.95865E-002 2.3732 2.3223 + 18 2.3828 0.11481 0.95865E-002 2.3732 2.3223 + 18 2.3828 0.11481 0.95865E-002 2.3732 2.3223 + 114 2.3828 0.11481 0.95865E-002 2.3732 2.3223 + 114 2.3828 0.11481 0.95865E-002 2.3732 2.3223 + 114 2.3828 0.11481 0.95865E-002 2.3732 2.3223 + 114 2.3828 0.11481 0.95865E-002 2.3732 2.3223 + + ELEMENT= 780 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.52977 0.45716E-001-0.72146E-001 0.60192 0.55250 + 304 0.52977 0.45716E-001-0.72146E-001 0.60192 0.55250 + 254 0.52977 0.45716E-001-0.72146E-001 0.60192 0.55250 + 254 0.52977 0.45716E-001-0.72146E-001 0.60192 0.55250 + 306 0.52977 0.45716E-001-0.72146E-001 0.60192 0.55250 + 306 0.52977 0.45716E-001-0.72146E-001 0.60192 0.55250 + 306 0.52977 0.45716E-001-0.72146E-001 0.60192 0.55250 + 306 0.52977 0.45716E-001-0.72146E-001 0.60192 0.55250 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 781 SOLID185 + NODE S1 S2 S3 SINT SEQV + 329 0.27978 0.77208E-001-0.12819 0.40798 0.35332 + 326 0.27978 0.77208E-001-0.12819 0.40798 0.35332 + 35 0.27978 0.77208E-001-0.12819 0.40798 0.35332 + 35 0.27978 0.77208E-001-0.12819 0.40798 0.35332 + 98 0.27978 0.77208E-001-0.12819 0.40798 0.35332 + 98 0.27978 0.77208E-001-0.12819 0.40798 0.35332 + 98 0.27978 0.77208E-001-0.12819 0.40798 0.35332 + 98 0.27978 0.77208E-001-0.12819 0.40798 0.35332 + + ELEMENT= 782 SOLID185 + NODE S1 S2 S3 SINT SEQV + 326 0.75113 0.27615 -0.93136E-001 0.84427 0.73307 + 34 0.75113 0.27615 -0.93136E-001 0.84427 0.73307 + 35 0.75113 0.27615 -0.93136E-001 0.84427 0.73307 + 35 0.75113 0.27615 -0.93136E-001 0.84427 0.73307 + 98 0.75113 0.27615 -0.93136E-001 0.84427 0.73307 + 98 0.75113 0.27615 -0.93136E-001 0.84427 0.73307 + 98 0.75113 0.27615 -0.93136E-001 0.84427 0.73307 + 98 0.75113 0.27615 -0.93136E-001 0.84427 0.73307 + + ELEMENT= 783 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.57733 0.15485 -0.85553E-001 0.66288 0.58124 + 101 0.57733 0.15485 -0.85553E-001 0.66288 0.58124 + 330 0.57733 0.15485 -0.85553E-001 0.66288 0.58124 + 330 0.57733 0.15485 -0.85553E-001 0.66288 0.58124 + 98 0.57733 0.15485 -0.85553E-001 0.66288 0.58124 + 98 0.57733 0.15485 -0.85553E-001 0.66288 0.58124 + 98 0.57733 0.15485 -0.85553E-001 0.66288 0.58124 + 98 0.57733 0.15485 -0.85553E-001 0.66288 0.58124 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 784 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.27957 0.69977E-001-0.41626E-001 0.32119 0.28244 + 330 0.27957 0.69977E-001-0.41626E-001 0.32119 0.28244 + 329 0.27957 0.69977E-001-0.41626E-001 0.32119 0.28244 + 329 0.27957 0.69977E-001-0.41626E-001 0.32119 0.28244 + 98 0.27957 0.69977E-001-0.41626E-001 0.32119 0.28244 + 98 0.27957 0.69977E-001-0.41626E-001 0.32119 0.28244 + 98 0.27957 0.69977E-001-0.41626E-001 0.32119 0.28244 + 98 0.27957 0.69977E-001-0.41626E-001 0.32119 0.28244 + + ELEMENT= 785 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.40104 0.32309E-001-0.27129E-001 0.42817 0.40176 + 304 0.40104 0.32309E-001-0.27129E-001 0.42817 0.40176 + 306 0.40104 0.32309E-001-0.27129E-001 0.42817 0.40176 + 306 0.40104 0.32309E-001-0.27129E-001 0.42817 0.40176 + 101 0.40104 0.32309E-001-0.27129E-001 0.42817 0.40176 + 101 0.40104 0.32309E-001-0.27129E-001 0.42817 0.40176 + 101 0.40104 0.32309E-001-0.27129E-001 0.42817 0.40176 + 101 0.40104 0.32309E-001-0.27129E-001 0.42817 0.40176 + + ELEMENT= 786 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.10214 0.48669E-001-0.21009 0.31223 0.28922 + 326 0.10214 0.48669E-001-0.21009 0.31223 0.28922 + 34 0.10214 0.48669E-001-0.21009 0.31223 0.28922 + 34 0.10214 0.48669E-001-0.21009 0.31223 0.28922 + 164 0.10214 0.48669E-001-0.21009 0.31223 0.28922 + 164 0.10214 0.48669E-001-0.21009 0.31223 0.28922 + 164 0.10214 0.48669E-001-0.21009 0.31223 0.28922 + 164 0.10214 0.48669E-001-0.21009 0.31223 0.28922 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 787 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.58341 -0.13032E-001-0.20021 0.78362 0.70882 + 226 0.58341 -0.13032E-001-0.20021 0.78362 0.70882 + 174 0.58341 -0.13032E-001-0.20021 0.78362 0.70882 + 174 0.58341 -0.13032E-001-0.20021 0.78362 0.70882 + 175 0.58341 -0.13032E-001-0.20021 0.78362 0.70882 + 175 0.58341 -0.13032E-001-0.20021 0.78362 0.70882 + 175 0.58341 -0.13032E-001-0.20021 0.78362 0.70882 + 175 0.58341 -0.13032E-001-0.20021 0.78362 0.70882 + + ELEMENT= 788 SOLID185 + NODE S1 S2 S3 SINT SEQV + 226 0.77435 0.62504E-001-0.11528E-001 0.78588 0.75160 + 307 0.77435 0.62504E-001-0.11528E-001 0.78588 0.75160 + 107 0.77435 0.62504E-001-0.11528E-001 0.78588 0.75160 + 107 0.77435 0.62504E-001-0.11528E-001 0.78588 0.75160 + 265 0.77435 0.62504E-001-0.11528E-001 0.78588 0.75160 + 265 0.77435 0.62504E-001-0.11528E-001 0.78588 0.75160 + 265 0.77435 0.62504E-001-0.11528E-001 0.78588 0.75160 + 265 0.77435 0.62504E-001-0.11528E-001 0.78588 0.75160 + + ELEMENT= 789 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.53614 0.73004E-001-0.97978E-001 0.63412 0.56826 + 37 0.53614 0.73004E-001-0.97978E-001 0.63412 0.56826 + 101 0.53614 0.73004E-001-0.97978E-001 0.63412 0.56826 + 101 0.53614 0.73004E-001-0.97978E-001 0.63412 0.56826 + 98 0.53614 0.73004E-001-0.97978E-001 0.63412 0.56826 + 98 0.53614 0.73004E-001-0.97978E-001 0.63412 0.56826 + 98 0.53614 0.73004E-001-0.97978E-001 0.63412 0.56826 + 98 0.53614 0.73004E-001-0.97978E-001 0.63412 0.56826 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 790 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 1.0082 0.30893 0.91333E-001 0.91687 0.82976 + 36 1.0082 0.30893 0.91333E-001 0.91687 0.82976 + 37 1.0082 0.30893 0.91333E-001 0.91687 0.82976 + 37 1.0082 0.30893 0.91333E-001 0.91687 0.82976 + 98 1.0082 0.30893 0.91333E-001 0.91687 0.82976 + 98 1.0082 0.30893 0.91333E-001 0.91687 0.82976 + 98 1.0082 0.30893 0.91333E-001 0.91687 0.82976 + 98 1.0082 0.30893 0.91333E-001 0.91687 0.82976 + + ELEMENT= 791 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.46424 -0.65429E-001-0.30340 0.76764 0.68061 + 168 0.46424 -0.65429E-001-0.30340 0.76764 0.68061 + 254 0.46424 -0.65429E-001-0.30340 0.76764 0.68061 + 254 0.46424 -0.65429E-001-0.30340 0.76764 0.68061 + 171 0.46424 -0.65429E-001-0.30340 0.76764 0.68061 + 171 0.46424 -0.65429E-001-0.30340 0.76764 0.68061 + 171 0.46424 -0.65429E-001-0.30340 0.76764 0.68061 + 171 0.46424 -0.65429E-001-0.30340 0.76764 0.68061 + + ELEMENT= 792 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.19241 0.11325 -0.11117 0.30357 0.27275 + 329 0.19241 0.11325 -0.11117 0.30357 0.27275 + 36 0.19241 0.11325 -0.11117 0.30357 0.27275 + 36 0.19241 0.11325 -0.11117 0.30357 0.27275 + 98 0.19241 0.11325 -0.11117 0.30357 0.27275 + 98 0.19241 0.11325 -0.11117 0.30357 0.27275 + 98 0.19241 0.11325 -0.11117 0.30357 0.27275 + 98 0.19241 0.11325 -0.11117 0.30357 0.27275 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 793 SOLID185 + NODE S1 S2 S3 SINT SEQV + 79 0.46203 0.12247E-001-0.35268 0.81472 0.70684 + 238 0.46203 0.12247E-001-0.35268 0.81472 0.70684 + 316 0.46203 0.12247E-001-0.35268 0.81472 0.70684 + 316 0.46203 0.12247E-001-0.35268 0.81472 0.70684 + 76 0.46203 0.12247E-001-0.35268 0.81472 0.70684 + 76 0.46203 0.12247E-001-0.35268 0.81472 0.70684 + 76 0.46203 0.12247E-001-0.35268 0.81472 0.70684 + 76 0.46203 0.12247E-001-0.35268 0.81472 0.70684 + + ELEMENT= 794 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.37907 0.12310E-001-0.36489 0.74396 0.64431 + 73 0.37907 0.12310E-001-0.36489 0.74396 0.64431 + 276 0.37907 0.12310E-001-0.36489 0.74396 0.64431 + 276 0.37907 0.12310E-001-0.36489 0.74396 0.64431 + 271 0.37907 0.12310E-001-0.36489 0.74396 0.64431 + 271 0.37907 0.12310E-001-0.36489 0.74396 0.64431 + 271 0.37907 0.12310E-001-0.36489 0.74396 0.64431 + 271 0.37907 0.12310E-001-0.36489 0.74396 0.64431 + + ELEMENT= 795 SOLID185 + NODE S1 S2 S3 SINT SEQV + 331 1.1789 -0.91958E-003-0.36642E-001 1.2155 1.1981 + 105 1.1789 -0.91958E-003-0.36642E-001 1.2155 1.1981 + 102 1.1789 -0.91958E-003-0.36642E-001 1.2155 1.1981 + 102 1.1789 -0.91958E-003-0.36642E-001 1.2155 1.1981 + 106 1.1789 -0.91958E-003-0.36642E-001 1.2155 1.1981 + 106 1.1789 -0.91958E-003-0.36642E-001 1.2155 1.1981 + 106 1.1789 -0.91958E-003-0.36642E-001 1.2155 1.1981 + 106 1.1789 -0.91958E-003-0.36642E-001 1.2155 1.1981 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 796 SOLID185 + NODE S1 S2 S3 SINT SEQV + 222 1.6493 0.20627 -0.76922E-002 1.6570 1.5611 + 265 1.6493 0.20627 -0.76922E-002 1.6570 1.5611 + 109 1.6493 0.20627 -0.76922E-002 1.6570 1.5611 + 109 1.6493 0.20627 -0.76922E-002 1.6570 1.5611 + 106 1.6493 0.20627 -0.76922E-002 1.6570 1.5611 + 106 1.6493 0.20627 -0.76922E-002 1.6570 1.5611 + 106 1.6493 0.20627 -0.76922E-002 1.6570 1.5611 + 106 1.6493 0.20627 -0.76922E-002 1.6570 1.5611 + + ELEMENT= 797 SOLID185 + NODE S1 S2 S3 SINT SEQV + 327 0.81234 0.92942E-001-0.63726E-001 0.87606 0.80919 + 290 0.81234 0.92942E-001-0.63726E-001 0.87606 0.80919 + 331 0.81234 0.92942E-001-0.63726E-001 0.87606 0.80919 + 331 0.81234 0.92942E-001-0.63726E-001 0.87606 0.80919 + 103 0.81234 0.92942E-001-0.63726E-001 0.87606 0.80919 + 103 0.81234 0.92942E-001-0.63726E-001 0.87606 0.80919 + 103 0.81234 0.92942E-001-0.63726E-001 0.87606 0.80919 + 103 0.81234 0.92942E-001-0.63726E-001 0.87606 0.80919 + + ELEMENT= 798 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.66042 -0.15814E-001-0.26017 0.92059 0.82598 + 331 0.66042 -0.15814E-001-0.26017 0.92059 0.82598 + 290 0.66042 -0.15814E-001-0.26017 0.92059 0.82598 + 290 0.66042 -0.15814E-001-0.26017 0.92059 0.82598 + 265 0.66042 -0.15814E-001-0.26017 0.92059 0.82598 + 265 0.66042 -0.15814E-001-0.26017 0.92059 0.82598 + 265 0.66042 -0.15814E-001-0.26017 0.92059 0.82598 + 265 0.66042 -0.15814E-001-0.26017 0.92059 0.82598 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 799 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 1.2273 0.17152 0.82624E-001 1.1447 1.1029 + 14 1.2273 0.17152 0.82624E-001 1.1447 1.1029 + 15 1.2273 0.17152 0.82624E-001 1.1447 1.1029 + 15 1.2273 0.17152 0.82624E-001 1.1447 1.1029 + 77 1.2273 0.17152 0.82624E-001 1.1447 1.1029 + 77 1.2273 0.17152 0.82624E-001 1.1447 1.1029 + 77 1.2273 0.17152 0.82624E-001 1.1447 1.1029 + 77 1.2273 0.17152 0.82624E-001 1.1447 1.1029 + + ELEMENT= 800 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.55931 -0.33748E-001-0.22854 0.78786 0.71077 + 236 0.55931 -0.33748E-001-0.22854 0.78786 0.71077 + 94 0.55931 -0.33748E-001-0.22854 0.78786 0.71077 + 94 0.55931 -0.33748E-001-0.22854 0.78786 0.71077 + 91 0.55931 -0.33748E-001-0.22854 0.78786 0.71077 + 91 0.55931 -0.33748E-001-0.22854 0.78786 0.71077 + 91 0.55931 -0.33748E-001-0.22854 0.78786 0.71077 + 91 0.55931 -0.33748E-001-0.22854 0.78786 0.71077 + + ELEMENT= 801 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 1.3002 0.13602 -0.15040 1.4506 1.3308 + 210 1.3002 0.13602 -0.15040 1.4506 1.3308 + 213 1.3002 0.13602 -0.15040 1.4506 1.3308 + 213 1.3002 0.13602 -0.15040 1.4506 1.3308 + 219 1.3002 0.13602 -0.15040 1.4506 1.3308 + 219 1.3002 0.13602 -0.15040 1.4506 1.3308 + 219 1.3002 0.13602 -0.15040 1.4506 1.3308 + 219 1.3002 0.13602 -0.15040 1.4506 1.3308 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 802 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.50910 0.45974E-001-0.57059 1.0797 0.93818 + 216 0.50910 0.45974E-001-0.57059 1.0797 0.93818 + 221 0.50910 0.45974E-001-0.57059 1.0797 0.93818 + 221 0.50910 0.45974E-001-0.57059 1.0797 0.93818 + 215 0.50910 0.45974E-001-0.57059 1.0797 0.93818 + 215 0.50910 0.45974E-001-0.57059 1.0797 0.93818 + 215 0.50910 0.45974E-001-0.57059 1.0797 0.93818 + 215 0.50910 0.45974E-001-0.57059 1.0797 0.93818 + + ELEMENT= 803 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.88209 0.27833 -0.12736 1.0095 0.87980 + 246 0.88209 0.27833 -0.12736 1.0095 0.87980 + 88 0.88209 0.27833 -0.12736 1.0095 0.87980 + 88 0.88209 0.27833 -0.12736 1.0095 0.87980 + 248 0.88209 0.27833 -0.12736 1.0095 0.87980 + 248 0.88209 0.27833 -0.12736 1.0095 0.87980 + 248 0.88209 0.27833 -0.12736 1.0095 0.87980 + 248 0.88209 0.27833 -0.12736 1.0095 0.87980 + + ELEMENT= 804 SOLID185 + NODE S1 S2 S3 SINT SEQV + 110 1.2447 0.27752E-001-0.59839E-001 1.3045 1.2630 + 320 1.2447 0.27752E-001-0.59839E-001 1.3045 1.2630 + 40 1.2447 0.27752E-001-0.59839E-001 1.3045 1.2630 + 40 1.2447 0.27752E-001-0.59839E-001 1.3045 1.2630 + 266 1.2447 0.27752E-001-0.59839E-001 1.3045 1.2630 + 266 1.2447 0.27752E-001-0.59839E-001 1.3045 1.2630 + 266 1.2447 0.27752E-001-0.59839E-001 1.3045 1.2630 + 266 1.2447 0.27752E-001-0.59839E-001 1.3045 1.2630 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 805 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.75217E-001-0.53967E-001-0.92690 1.0021 0.94418 + 241 0.75217E-001-0.53967E-001-0.92690 1.0021 0.94418 + 243 0.75217E-001-0.53967E-001-0.92690 1.0021 0.94418 + 243 0.75217E-001-0.53967E-001-0.92690 1.0021 0.94418 + 289 0.75217E-001-0.53967E-001-0.92690 1.0021 0.94418 + 289 0.75217E-001-0.53967E-001-0.92690 1.0021 0.94418 + 289 0.75217E-001-0.53967E-001-0.92690 1.0021 0.94418 + 289 0.75217E-001-0.53967E-001-0.92690 1.0021 0.94418 + + ELEMENT= 806 SOLID185 + NODE S1 S2 S3 SINT SEQV + 259 0.42640 -0.14976 -0.29087 0.71727 0.65816 + 210 0.42640 -0.14976 -0.29087 0.71727 0.65816 + 209 0.42640 -0.14976 -0.29087 0.71727 0.65816 + 209 0.42640 -0.14976 -0.29087 0.71727 0.65816 + 196 0.42640 -0.14976 -0.29087 0.71727 0.65816 + 196 0.42640 -0.14976 -0.29087 0.71727 0.65816 + 196 0.42640 -0.14976 -0.29087 0.71727 0.65816 + 196 0.42640 -0.14976 -0.29087 0.71727 0.65816 + + ELEMENT= 807 SOLID185 + NODE S1 S2 S3 SINT SEQV + 217 0.73611 0.76416E-001-0.90776 1.6439 1.4328 + 188 0.73611 0.76416E-001-0.90776 1.6439 1.4328 + 205 0.73611 0.76416E-001-0.90776 1.6439 1.4328 + 205 0.73611 0.76416E-001-0.90776 1.6439 1.4328 + 302 0.73611 0.76416E-001-0.90776 1.6439 1.4328 + 302 0.73611 0.76416E-001-0.90776 1.6439 1.4328 + 302 0.73611 0.76416E-001-0.90776 1.6439 1.4328 + 302 0.73611 0.76416E-001-0.90776 1.6439 1.4328 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 808 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 0.50054E-001-0.30572 -1.6697 1.7197 1.5723 + 317 0.50054E-001-0.30572 -1.6697 1.7197 1.5723 + 302 0.50054E-001-0.30572 -1.6697 1.7197 1.5723 + 302 0.50054E-001-0.30572 -1.6697 1.7197 1.5723 + 188 0.50054E-001-0.30572 -1.6697 1.7197 1.5723 + 188 0.50054E-001-0.30572 -1.6697 1.7197 1.5723 + 188 0.50054E-001-0.30572 -1.6697 1.7197 1.5723 + 188 0.50054E-001-0.30572 -1.6697 1.7197 1.5723 + + ELEMENT= 809 SOLID185 + NODE S1 S2 S3 SINT SEQV + 217 0.26924 0.38767E-001-0.64968 0.91892 0.82810 + 205 0.26924 0.38767E-001-0.64968 0.91892 0.82810 + 188 0.26924 0.38767E-001-0.64968 0.91892 0.82810 + 188 0.26924 0.38767E-001-0.64968 0.91892 0.82810 + 187 0.26924 0.38767E-001-0.64968 0.91892 0.82810 + 187 0.26924 0.38767E-001-0.64968 0.91892 0.82810 + 187 0.26924 0.38767E-001-0.64968 0.91892 0.82810 + 187 0.26924 0.38767E-001-0.64968 0.91892 0.82810 + + ELEMENT= 810 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 -0.60996E-002-0.20201 -1.6410 1.6349 1.5463 + 150 -0.60996E-002-0.20201 -1.6410 1.6349 1.5463 + 302 -0.60996E-002-0.20201 -1.6410 1.6349 1.5463 + 302 -0.60996E-002-0.20201 -1.6410 1.6349 1.5463 + 59 -0.60996E-002-0.20201 -1.6410 1.6349 1.5463 + 59 -0.60996E-002-0.20201 -1.6410 1.6349 1.5463 + 59 -0.60996E-002-0.20201 -1.6410 1.6349 1.5463 + 59 -0.60996E-002-0.20201 -1.6410 1.6349 1.5463 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 811 SOLID185 + NODE S1 S2 S3 SINT SEQV + 302 -0.14891 -0.43538 -2.6208 2.4719 2.3418 + 188 -0.14891 -0.43538 -2.6208 2.4719 2.3418 + 59 -0.14891 -0.43538 -2.6208 2.4719 2.3418 + 59 -0.14891 -0.43538 -2.6208 2.4719 2.3418 + 58 -0.14891 -0.43538 -2.6208 2.4719 2.3418 + 58 -0.14891 -0.43538 -2.6208 2.4719 2.3418 + 58 -0.14891 -0.43538 -2.6208 2.4719 2.3418 + 58 -0.14891 -0.43538 -2.6208 2.4719 2.3418 + + ELEMENT= 812 SOLID185 + NODE S1 S2 S3 SINT SEQV + 302 0.51817 0.12539 -1.1664 1.6846 1.5266 + 191 0.51817 0.12539 -1.1664 1.6846 1.5266 + 188 0.51817 0.12539 -1.1664 1.6846 1.5266 + 188 0.51817 0.12539 -1.1664 1.6846 1.5266 + 58 0.51817 0.12539 -1.1664 1.6846 1.5266 + 58 0.51817 0.12539 -1.1664 1.6846 1.5266 + 58 0.51817 0.12539 -1.1664 1.6846 1.5266 + 58 0.51817 0.12539 -1.1664 1.6846 1.5266 + + ELEMENT= 813 SOLID185 + NODE S1 S2 S3 SINT SEQV + 213 1.7751 0.87490E-001-0.55243E-002 1.7807 1.7360 + 269 1.7751 0.87490E-001-0.55243E-002 1.7807 1.7360 + 324 1.7751 0.87490E-001-0.55243E-002 1.7807 1.7360 + 324 1.7751 0.87490E-001-0.55243E-002 1.7807 1.7360 + 214 1.7751 0.87490E-001-0.55243E-002 1.7807 1.7360 + 214 1.7751 0.87490E-001-0.55243E-002 1.7807 1.7360 + 214 1.7751 0.87490E-001-0.55243E-002 1.7807 1.7360 + 214 1.7751 0.87490E-001-0.55243E-002 1.7807 1.7360 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 814 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 1.1931 0.22983 -0.78734E-001 1.2718 1.1490 + 259 1.1931 0.22983 -0.78734E-001 1.2718 1.1490 + 217 1.1931 0.22983 -0.78734E-001 1.2718 1.1490 + 217 1.1931 0.22983 -0.78734E-001 1.2718 1.1490 + 187 1.1931 0.22983 -0.78734E-001 1.2718 1.1490 + 187 1.1931 0.22983 -0.78734E-001 1.2718 1.1490 + 187 1.1931 0.22983 -0.78734E-001 1.2718 1.1490 + 187 1.1931 0.22983 -0.78734E-001 1.2718 1.1490 + + ELEMENT= 815 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.56777E-001-0.10818 -1.3189 1.3757 1.3011 + 261 0.56777E-001-0.10818 -1.3189 1.3757 1.3011 + 194 0.56777E-001-0.10818 -1.3189 1.3757 1.3011 + 194 0.56777E-001-0.10818 -1.3189 1.3757 1.3011 + 191 0.56777E-001-0.10818 -1.3189 1.3757 1.3011 + 191 0.56777E-001-0.10818 -1.3189 1.3757 1.3011 + 191 0.56777E-001-0.10818 -1.3189 1.3757 1.3011 + 191 0.56777E-001-0.10818 -1.3189 1.3757 1.3011 + + ELEMENT= 816 SOLID185 + NODE S1 S2 S3 SINT SEQV + 303 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 126 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 22 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 22 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 21 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 21 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 21 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 21 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 817 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 0.11391 0.15668E-001-0.13700 0.25091 0.21899 + 264 0.11391 0.15668E-001-0.13700 0.25091 0.21899 + 128 0.11391 0.15668E-001-0.13700 0.25091 0.21899 + 128 0.11391 0.15668E-001-0.13700 0.25091 0.21899 + 127 0.11391 0.15668E-001-0.13700 0.25091 0.21899 + 127 0.11391 0.15668E-001-0.13700 0.25091 0.21899 + 127 0.11391 0.15668E-001-0.13700 0.25091 0.21899 + 127 0.11391 0.15668E-001-0.13700 0.25091 0.21899 + + ELEMENT= 818 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 2.7936 0.28632 -0.20693 3.0005 2.7868 + 234 2.7936 0.28632 -0.20693 3.0005 2.7868 + 119 2.7936 0.28632 -0.20693 3.0005 2.7868 + 119 2.7936 0.28632 -0.20693 3.0005 2.7868 + 122 2.7936 0.28632 -0.20693 3.0005 2.7868 + 122 2.7936 0.28632 -0.20693 3.0005 2.7868 + 122 2.7936 0.28632 -0.20693 3.0005 2.7868 + 122 2.7936 0.28632 -0.20693 3.0005 2.7868 + + ELEMENT= 819 SOLID185 + NODE S1 S2 S3 SINT SEQV + 234 0.86437 -0.42743E-001-0.19162 1.0560 0.98998 + 269 0.86437 -0.42743E-001-0.19162 1.0560 0.98998 + 212 0.86437 -0.42743E-001-0.19162 1.0560 0.98998 + 212 0.86437 -0.42743E-001-0.19162 1.0560 0.98998 + 264 0.86437 -0.42743E-001-0.19162 1.0560 0.98998 + 264 0.86437 -0.42743E-001-0.19162 1.0560 0.98998 + 264 0.86437 -0.42743E-001-0.19162 1.0560 0.98998 + 264 0.86437 -0.42743E-001-0.19162 1.0560 0.98998 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 820 SOLID185 + NODE S1 S2 S3 SINT SEQV + 325 1.8001 0.47654 0.18527 1.6148 1.4907 + 192 1.8001 0.47654 0.18527 1.6148 1.4907 + 49 1.8001 0.47654 0.18527 1.6148 1.4907 + 49 1.8001 0.47654 0.18527 1.6148 1.4907 + 48 1.8001 0.47654 0.18527 1.6148 1.4907 + 48 1.8001 0.47654 0.18527 1.6148 1.4907 + 48 1.8001 0.47654 0.18527 1.6148 1.4907 + 48 1.8001 0.47654 0.18527 1.6148 1.4907 + + ELEMENT= 821 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 1.6584 0.43323 0.11375 1.5447 1.4123 + 192 1.6584 0.43323 0.11375 1.5447 1.4123 + 325 1.6584 0.43323 0.11375 1.5447 1.4123 + 325 1.6584 0.43323 0.11375 1.5447 1.4123 + 48 1.6584 0.43323 0.11375 1.5447 1.4123 + 48 1.6584 0.43323 0.11375 1.5447 1.4123 + 48 1.6584 0.43323 0.11375 1.5447 1.4123 + 48 1.6584 0.43323 0.11375 1.5447 1.4123 + + ELEMENT= 822 SOLID185 + NODE S1 S2 S3 SINT SEQV + 262 0.26890 0.67511E-001-0.74470E-001 0.34337 0.29885 + 325 0.26890 0.67511E-001-0.74470E-001 0.34337 0.29885 + 49 0.26890 0.67511E-001-0.74470E-001 0.34337 0.29885 + 49 0.26890 0.67511E-001-0.74470E-001 0.34337 0.29885 + 128 0.26890 0.67511E-001-0.74470E-001 0.34337 0.29885 + 128 0.26890 0.67511E-001-0.74470E-001 0.34337 0.29885 + 128 0.26890 0.67511E-001-0.74470E-001 0.34337 0.29885 + 128 0.26890 0.67511E-001-0.74470E-001 0.34337 0.29885 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 823 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.51566 0.97255E-001-0.38528 0.90095 0.78090 + 224 0.51566 0.97255E-001-0.38528 0.90095 0.78090 + 201 0.51566 0.97255E-001-0.38528 0.90095 0.78090 + 201 0.51566 0.97255E-001-0.38528 0.90095 0.78090 + 202 0.51566 0.97255E-001-0.38528 0.90095 0.78090 + 202 0.51566 0.97255E-001-0.38528 0.90095 0.78090 + 202 0.51566 0.97255E-001-0.38528 0.90095 0.78090 + 202 0.51566 0.97255E-001-0.38528 0.90095 0.78090 + + ELEMENT= 824 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 0.79876 0.17462 -0.38945 1.1882 1.0295 + 184 0.79876 0.17462 -0.38945 1.1882 1.0295 + 181 0.79876 0.17462 -0.38945 1.1882 1.0295 + 181 0.79876 0.17462 -0.38945 1.1882 1.0295 + 185 0.79876 0.17462 -0.38945 1.1882 1.0295 + 185 0.79876 0.17462 -0.38945 1.1882 1.0295 + 185 0.79876 0.17462 -0.38945 1.1882 1.0295 + 185 0.79876 0.17462 -0.38945 1.1882 1.0295 + + ELEMENT= 825 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.36625 0.25564 -1.4135 1.7797 1.7271 + 216 0.36625 0.25564 -1.4135 1.7797 1.7271 + 154 0.36625 0.25564 -1.4135 1.7797 1.7271 + 154 0.36625 0.25564 -1.4135 1.7797 1.7271 + 155 0.36625 0.25564 -1.4135 1.7797 1.7271 + 155 0.36625 0.25564 -1.4135 1.7797 1.7271 + 155 0.36625 0.25564 -1.4135 1.7797 1.7271 + 155 0.36625 0.25564 -1.4135 1.7797 1.7271 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 826 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.11356 -0.11472 -0.55983 0.67339 0.59317 + 199 0.11356 -0.11472 -0.55983 0.67339 0.59317 + 85 0.11356 -0.11472 -0.55983 0.67339 0.59317 + 85 0.11356 -0.11472 -0.55983 0.67339 0.59317 + 243 0.11356 -0.11472 -0.55983 0.67339 0.59317 + 243 0.11356 -0.11472 -0.55983 0.67339 0.59317 + 243 0.11356 -0.11472 -0.55983 0.67339 0.59317 + 243 0.11356 -0.11472 -0.55983 0.67339 0.59317 + + ELEMENT= 827 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 -0.43388E-001-0.23155 -1.0552 1.0118 0.93209 + 185 -0.43388E-001-0.23155 -1.0552 1.0118 0.93209 + 181 -0.43388E-001-0.23155 -1.0552 1.0118 0.93209 + 181 -0.43388E-001-0.23155 -1.0552 1.0118 0.93209 + 182 -0.43388E-001-0.23155 -1.0552 1.0118 0.93209 + 182 -0.43388E-001-0.23155 -1.0552 1.0118 0.93209 + 182 -0.43388E-001-0.23155 -1.0552 1.0118 0.93209 + 182 -0.43388E-001-0.23155 -1.0552 1.0118 0.93209 + + ELEMENT= 828 SOLID185 + NODE S1 S2 S3 SINT SEQV + 197 0.95203 -0.97288E-002-0.13040 1.0824 1.0274 + 265 0.95203 -0.97288E-002-0.13040 1.0824 1.0274 + 110 0.95203 -0.97288E-002-0.13040 1.0824 1.0274 + 110 0.95203 -0.97288E-002-0.13040 1.0824 1.0274 + 109 0.95203 -0.97288E-002-0.13040 1.0824 1.0274 + 109 0.95203 -0.97288E-002-0.13040 1.0824 1.0274 + 109 0.95203 -0.97288E-002-0.13040 1.0824 1.0274 + 109 0.95203 -0.97288E-002-0.13040 1.0824 1.0274 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 829 SOLID185 + NODE S1 S2 S3 SINT SEQV + 197 1.0562 -0.10394E-001-0.13519 1.1914 1.1342 + 210 1.0562 -0.10394E-001-0.13519 1.1914 1.1342 + 112 1.0562 -0.10394E-001-0.13519 1.1914 1.1342 + 112 1.0562 -0.10394E-001-0.13519 1.1914 1.1342 + 259 1.0562 -0.10394E-001-0.13519 1.1914 1.1342 + 259 1.0562 -0.10394E-001-0.13519 1.1914 1.1342 + 259 1.0562 -0.10394E-001-0.13519 1.1914 1.1342 + 259 1.0562 -0.10394E-001-0.13519 1.1914 1.1342 + + ELEMENT= 830 SOLID185 + NODE S1 S2 S3 SINT SEQV + 306 0.82702 0.47457E-001 0.23678E-002 0.82465 0.80306 + 100 0.82702 0.47457E-001 0.23678E-002 0.82465 0.80306 + 104 0.82702 0.47457E-001 0.23678E-002 0.82465 0.80306 + 104 0.82702 0.47457E-001 0.23678E-002 0.82465 0.80306 + 103 0.82702 0.47457E-001 0.23678E-002 0.82465 0.80306 + 103 0.82702 0.47457E-001 0.23678E-002 0.82465 0.80306 + 103 0.82702 0.47457E-001 0.23678E-002 0.82465 0.80306 + 103 0.82702 0.47457E-001 0.23678E-002 0.82465 0.80306 + + ELEMENT= 831 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.87887 -0.49632E-002-0.18140 1.0603 0.98399 + 265 0.87887 -0.49632E-002-0.18140 1.0603 0.98399 + 197 0.87887 -0.49632E-002-0.18140 1.0603 0.98399 + 197 0.87887 -0.49632E-002-0.18140 1.0603 0.98399 + 109 0.87887 -0.49632E-002-0.18140 1.0603 0.98399 + 109 0.87887 -0.49632E-002-0.18140 1.0603 0.98399 + 109 0.87887 -0.49632E-002-0.18140 1.0603 0.98399 + 109 0.87887 -0.49632E-002-0.18140 1.0603 0.98399 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 832 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.31975 -0.17755E-001-0.40030 0.72005 0.62399 + 279 0.31975 -0.17755E-001-0.40030 0.72005 0.62399 + 229 0.31975 -0.17755E-001-0.40030 0.72005 0.62399 + 229 0.31975 -0.17755E-001-0.40030 0.72005 0.62399 + 226 0.31975 -0.17755E-001-0.40030 0.72005 0.62399 + 226 0.31975 -0.17755E-001-0.40030 0.72005 0.62399 + 226 0.31975 -0.17755E-001-0.40030 0.72005 0.62399 + 226 0.31975 -0.17755E-001-0.40030 0.72005 0.62399 + + ELEMENT= 833 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 -0.21300E-001-0.29711 -1.7054 1.6841 1.5645 + 317 -0.21300E-001-0.29711 -1.7054 1.6841 1.5645 + 206 -0.21300E-001-0.29711 -1.7054 1.6841 1.5645 + 206 -0.21300E-001-0.29711 -1.7054 1.6841 1.5645 + 207 -0.21300E-001-0.29711 -1.7054 1.6841 1.5645 + 207 -0.21300E-001-0.29711 -1.7054 1.6841 1.5645 + 207 -0.21300E-001-0.29711 -1.7054 1.6841 1.5645 + 207 -0.21300E-001-0.29711 -1.7054 1.6841 1.5645 + + ELEMENT= 834 SOLID185 + NODE S1 S2 S3 SINT SEQV + 222 1.2127 0.12456 -0.46663E-001 1.2593 1.1830 + 223 1.2127 0.12456 -0.46663E-001 1.2593 1.1830 + 108 1.2127 0.12456 -0.46663E-001 1.2593 1.1830 + 108 1.2127 0.12456 -0.46663E-001 1.2593 1.1830 + 109 1.2127 0.12456 -0.46663E-001 1.2593 1.1830 + 109 1.2127 0.12456 -0.46663E-001 1.2593 1.1830 + 109 1.2127 0.12456 -0.46663E-001 1.2593 1.1830 + 109 1.2127 0.12456 -0.46663E-001 1.2593 1.1830 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 835 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.84105 0.33441E-001-0.20724E-001 0.86177 0.83601 + 239 0.84105 0.33441E-001-0.20724E-001 0.86177 0.83601 + 80 0.84105 0.33441E-001-0.20724E-001 0.86177 0.83601 + 80 0.84105 0.33441E-001-0.20724E-001 0.86177 0.83601 + 83 0.84105 0.33441E-001-0.20724E-001 0.86177 0.83601 + 83 0.84105 0.33441E-001-0.20724E-001 0.86177 0.83601 + 83 0.84105 0.33441E-001-0.20724E-001 0.86177 0.83601 + 83 0.84105 0.33441E-001-0.20724E-001 0.86177 0.83601 + + ELEMENT= 836 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.16683 -0.45282E-001 -1.0792 1.2460 1.1547 + 82 0.16683 -0.45282E-001 -1.0792 1.2460 1.1547 + 81 0.16683 -0.45282E-001 -1.0792 1.2460 1.1547 + 81 0.16683 -0.45282E-001 -1.0792 1.2460 1.1547 + 78 0.16683 -0.45282E-001 -1.0792 1.2460 1.1547 + 78 0.16683 -0.45282E-001 -1.0792 1.2460 1.1547 + 78 0.16683 -0.45282E-001 -1.0792 1.2460 1.1547 + 78 0.16683 -0.45282E-001 -1.0792 1.2460 1.1547 + + ELEMENT= 837 SOLID185 + NODE S1 S2 S3 SINT SEQV + 203 0.70833 0.10033 -0.51396 1.2223 1.0585 + 196 0.70833 0.10033 -0.51396 1.2223 1.0585 + 195 0.70833 0.10033 -0.51396 1.2223 1.0585 + 195 0.70833 0.10033 -0.51396 1.2223 1.0585 + 206 0.70833 0.10033 -0.51396 1.2223 1.0585 + 206 0.70833 0.10033 -0.51396 1.2223 1.0585 + 206 0.70833 0.10033 -0.51396 1.2223 1.0585 + 206 0.70833 0.10033 -0.51396 1.2223 1.0585 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 838 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.28967 0.11863 0.66991E-001 0.22268 0.20188 + 275 0.28967 0.11863 0.66991E-001 0.22268 0.20188 + 314 0.28967 0.11863 0.66991E-001 0.22268 0.20188 + 314 0.28967 0.11863 0.66991E-001 0.22268 0.20188 + 97 0.28967 0.11863 0.66991E-001 0.22268 0.20188 + 97 0.28967 0.11863 0.66991E-001 0.22268 0.20188 + 97 0.28967 0.11863 0.66991E-001 0.22268 0.20188 + 97 0.28967 0.11863 0.66991E-001 0.22268 0.20188 + + ELEMENT= 839 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.69195 0.46257E-001-0.15248 0.84443 0.76468 + 276 0.69195 0.46257E-001-0.15248 0.84443 0.76468 + 74 0.69195 0.46257E-001-0.15248 0.84443 0.76468 + 74 0.69195 0.46257E-001-0.15248 0.84443 0.76468 + 312 0.69195 0.46257E-001-0.15248 0.84443 0.76468 + 312 0.69195 0.46257E-001-0.15248 0.84443 0.76468 + 312 0.69195 0.46257E-001-0.15248 0.84443 0.76468 + 312 0.69195 0.46257E-001-0.15248 0.84443 0.76468 + + ELEMENT= 840 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.32942 -0.24754E-001-0.40002 0.72944 0.63180 + 71 0.32942 -0.24754E-001-0.40002 0.72944 0.63180 + 13 0.32942 -0.24754E-001-0.40002 0.72944 0.63180 + 13 0.32942 -0.24754E-001-0.40002 0.72944 0.63180 + 74 0.32942 -0.24754E-001-0.40002 0.72944 0.63180 + 74 0.32942 -0.24754E-001-0.40002 0.72944 0.63180 + 74 0.32942 -0.24754E-001-0.40002 0.72944 0.63180 + 74 0.32942 -0.24754E-001-0.40002 0.72944 0.63180 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 841 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.10038 -0.11792 -0.65475 0.75513 0.67307 + 270 0.10038 -0.11792 -0.65475 0.75513 0.67307 + 283 0.10038 -0.11792 -0.65475 0.75513 0.67307 + 283 0.10038 -0.11792 -0.65475 0.75513 0.67307 + 280 0.10038 -0.11792 -0.65475 0.75513 0.67307 + 280 0.10038 -0.11792 -0.65475 0.75513 0.67307 + 280 0.10038 -0.11792 -0.65475 0.75513 0.67307 + 280 0.10038 -0.11792 -0.65475 0.75513 0.67307 + + ELEMENT= 842 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.36896 0.81235E-001-0.14288 0.51183 0.44440 + 166 0.36896 0.81235E-001-0.14288 0.51183 0.44440 + 165 0.36896 0.81235E-001-0.14288 0.51183 0.44440 + 165 0.36896 0.81235E-001-0.14288 0.51183 0.44440 + 162 0.36896 0.81235E-001-0.14288 0.51183 0.44440 + 162 0.36896 0.81235E-001-0.14288 0.51183 0.44440 + 162 0.36896 0.81235E-001-0.14288 0.51183 0.44440 + 162 0.36896 0.81235E-001-0.14288 0.51183 0.44440 + + ELEMENT= 843 SOLID185 + NODE S1 S2 S3 SINT SEQV + 313 0.18478 -0.71725E-001-0.80797 0.99275 0.89258 + 10 0.18478 -0.71725E-001-0.80797 0.99275 0.89258 + 166 0.18478 -0.71725E-001-0.80797 0.99275 0.89258 + 166 0.18478 -0.71725E-001-0.80797 0.99275 0.89258 + 11 0.18478 -0.71725E-001-0.80797 0.99275 0.89258 + 11 0.18478 -0.71725E-001-0.80797 0.99275 0.89258 + 11 0.18478 -0.71725E-001-0.80797 0.99275 0.89258 + 11 0.18478 -0.71725E-001-0.80797 0.99275 0.89258 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 844 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 0.38289 0.20204E-001-0.38593 0.76883 0.66618 + 250 0.38289 0.20204E-001-0.38593 0.76883 0.66618 + 70 0.38289 0.20204E-001-0.38593 0.76883 0.66618 + 70 0.38289 0.20204E-001-0.38593 0.76883 0.66618 + 313 0.38289 0.20204E-001-0.38593 0.76883 0.66618 + 313 0.38289 0.20204E-001-0.38593 0.76883 0.66618 + 313 0.38289 0.20204E-001-0.38593 0.76883 0.66618 + 313 0.38289 0.20204E-001-0.38593 0.76883 0.66618 + + ELEMENT= 845 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.43744 0.69922E-001-0.58096 1.0184 0.89326 + 315 0.43744 0.69922E-001-0.58096 1.0184 0.89326 + 96 0.43744 0.69922E-001-0.58096 1.0184 0.89326 + 96 0.43744 0.69922E-001-0.58096 1.0184 0.89326 + 311 0.43744 0.69922E-001-0.58096 1.0184 0.89326 + 311 0.43744 0.69922E-001-0.58096 1.0184 0.89326 + 311 0.43744 0.69922E-001-0.58096 1.0184 0.89326 + 311 0.43744 0.69922E-001-0.58096 1.0184 0.89326 + + ELEMENT= 846 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.26481 -0.15663E-001-0.50990 0.77471 0.67938 + 238 0.26481 -0.15663E-001-0.50990 0.77471 0.67938 + 82 0.26481 -0.15663E-001-0.50990 0.77471 0.67938 + 82 0.26481 -0.15663E-001-0.50990 0.77471 0.67938 + 81 0.26481 -0.15663E-001-0.50990 0.77471 0.67938 + 81 0.26481 -0.15663E-001-0.50990 0.77471 0.67938 + 81 0.26481 -0.15663E-001-0.50990 0.77471 0.67938 + 81 0.26481 -0.15663E-001-0.50990 0.77471 0.67938 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 847 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.10973 -0.58928E-001-0.37681 0.48654 0.42791 + 201 0.10973 -0.58928E-001-0.37681 0.48654 0.42791 + 238 0.10973 -0.58928E-001-0.37681 0.48654 0.42791 + 238 0.10973 -0.58928E-001-0.37681 0.48654 0.42791 + 242 0.10973 -0.58928E-001-0.37681 0.48654 0.42791 + 242 0.10973 -0.58928E-001-0.37681 0.48654 0.42791 + 242 0.10973 -0.58928E-001-0.37681 0.48654 0.42791 + 242 0.10973 -0.58928E-001-0.37681 0.48654 0.42791 + + ELEMENT= 848 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.42730 0.70098E-001-0.80364 1.2309 1.0969 + 217 0.42730 0.70098E-001-0.80364 1.2309 1.0969 + 261 0.42730 0.70098E-001-0.80364 1.2309 1.0969 + 261 0.42730 0.70098E-001-0.80364 1.2309 1.0969 + 191 0.42730 0.70098E-001-0.80364 1.2309 1.0969 + 191 0.42730 0.70098E-001-0.80364 1.2309 1.0969 + 191 0.42730 0.70098E-001-0.80364 1.2309 1.0969 + 191 0.42730 0.70098E-001-0.80364 1.2309 1.0969 + + ELEMENT= 849 SOLID185 + NODE S1 S2 S3 SINT SEQV + 282 0.30226 -0.43246E-001-0.20718 0.50944 0.45043 + 160 0.30226 -0.43246E-001-0.20718 0.50944 0.45043 + 163 0.30226 -0.43246E-001-0.20718 0.50944 0.45043 + 163 0.30226 -0.43246E-001-0.20718 0.50944 0.45043 + 159 0.30226 -0.43246E-001-0.20718 0.50944 0.45043 + 159 0.30226 -0.43246E-001-0.20718 0.50944 0.45043 + 159 0.30226 -0.43246E-001-0.20718 0.50944 0.45043 + 159 0.30226 -0.43246E-001-0.20718 0.50944 0.45043 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 850 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.89019 0.64335E-001-0.62974 1.5199 1.3179 + 168 0.89019 0.64335E-001-0.62974 1.5199 1.3179 + 68 0.89019 0.64335E-001-0.62974 1.5199 1.3179 + 68 0.89019 0.64335E-001-0.62974 1.5199 1.3179 + 169 0.89019 0.64335E-001-0.62974 1.5199 1.3179 + 169 0.89019 0.64335E-001-0.62974 1.5199 1.3179 + 169 0.89019 0.64335E-001-0.62974 1.5199 1.3179 + 169 0.89019 0.64335E-001-0.62974 1.5199 1.3179 + + ELEMENT= 851 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 0.65227 0.81990E-001-0.60238E-001 0.71250 0.65311 + 236 0.65227 0.81990E-001-0.60238E-001 0.71250 0.65311 + 237 0.65227 0.81990E-001-0.60238E-001 0.71250 0.65311 + 237 0.65227 0.81990E-001-0.60238E-001 0.71250 0.65311 + 303 0.65227 0.81990E-001-0.60238E-001 0.71250 0.65311 + 303 0.65227 0.81990E-001-0.60238E-001 0.71250 0.65311 + 303 0.65227 0.81990E-001-0.60238E-001 0.71250 0.65311 + 303 0.65227 0.81990E-001-0.60238E-001 0.71250 0.65311 + + ELEMENT= 852 SOLID185 + NODE S1 S2 S3 SINT SEQV + 183 0.91192 0.72664E-002-0.52551E-001 0.96447 0.93600 + 266 0.91192 0.72664E-002-0.52551E-001 0.96447 0.93600 + 40 0.91192 0.72664E-002-0.52551E-001 0.96447 0.93600 + 40 0.91192 0.72664E-002-0.52551E-001 0.96447 0.93600 + 320 0.91192 0.72664E-002-0.52551E-001 0.96447 0.93600 + 320 0.91192 0.72664E-002-0.52551E-001 0.96447 0.93600 + 320 0.91192 0.72664E-002-0.52551E-001 0.96447 0.93600 + 320 0.91192 0.72664E-002-0.52551E-001 0.96447 0.93600 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 853 SOLID185 + NODE S1 S2 S3 SINT SEQV + 250 0.45955 -0.55201E-001-0.62814 1.0877 0.94242 + 69 0.45955 -0.55201E-001-0.62814 1.0877 0.94242 + 73 0.45955 -0.55201E-001-0.62814 1.0877 0.94242 + 73 0.45955 -0.55201E-001-0.62814 1.0877 0.94242 + 72 0.45955 -0.55201E-001-0.62814 1.0877 0.94242 + 72 0.45955 -0.55201E-001-0.62814 1.0877 0.94242 + 72 0.45955 -0.55201E-001-0.62814 1.0877 0.94242 + 72 0.45955 -0.55201E-001-0.62814 1.0877 0.94242 + + ELEMENT= 854 SOLID185 + NODE S1 S2 S3 SINT SEQV + 282 0.31998 0.60624E-002-0.19567 0.51566 0.45008 + 159 0.31998 0.60624E-002-0.19567 0.51566 0.45008 + 163 0.31998 0.60624E-002-0.19567 0.51566 0.45008 + 163 0.31998 0.60624E-002-0.19567 0.51566 0.45008 + 162 0.31998 0.60624E-002-0.19567 0.51566 0.45008 + 162 0.31998 0.60624E-002-0.19567 0.51566 0.45008 + 162 0.31998 0.60624E-002-0.19567 0.51566 0.45008 + 162 0.31998 0.60624E-002-0.19567 0.51566 0.45008 + + ELEMENT= 855 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 1.4616 0.26379 0.14209E-001 1.4474 1.3401 + 246 1.4616 0.26379 0.14209E-001 1.4474 1.3401 + 247 1.4616 0.26379 0.14209E-001 1.4474 1.3401 + 247 1.4616 0.26379 0.14209E-001 1.4474 1.3401 + 219 1.4616 0.26379 0.14209E-001 1.4474 1.3401 + 219 1.4616 0.26379 0.14209E-001 1.4474 1.3401 + 219 1.4616 0.26379 0.14209E-001 1.4474 1.3401 + 219 1.4616 0.26379 0.14209E-001 1.4474 1.3401 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 856 SOLID185 + NODE S1 S2 S3 SINT SEQV + 320 1.0740 0.53082E-001-0.33708E-001 1.1077 1.0670 + 266 1.0740 0.53082E-001-0.33708E-001 1.1077 1.0670 + 197 1.0740 0.53082E-001-0.33708E-001 1.1077 1.0670 + 197 1.0740 0.53082E-001-0.33708E-001 1.1077 1.0670 + 183 1.0740 0.53082E-001-0.33708E-001 1.1077 1.0670 + 183 1.0740 0.53082E-001-0.33708E-001 1.1077 1.0670 + 183 1.0740 0.53082E-001-0.33708E-001 1.1077 1.0670 + 183 1.0740 0.53082E-001-0.33708E-001 1.1077 1.0670 + + ELEMENT= 857 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.93841E-001-0.18326 -1.8343 1.7405 1.6975 + 261 -0.93841E-001-0.18326 -1.8343 1.7405 1.6975 + 207 -0.93841E-001-0.18326 -1.8343 1.7405 1.6975 + 207 -0.93841E-001-0.18326 -1.8343 1.7405 1.6975 + 153 -0.93841E-001-0.18326 -1.8343 1.7405 1.6975 + 153 -0.93841E-001-0.18326 -1.8343 1.7405 1.6975 + 153 -0.93841E-001-0.18326 -1.8343 1.7405 1.6975 + 153 -0.93841E-001-0.18326 -1.8343 1.7405 1.6975 + + ELEMENT= 858 SOLID185 + NODE S1 S2 S3 SINT SEQV + 251 0.45449 0.19542E-001-0.40564 0.86013 0.74491 + 73 0.45449 0.19542E-001-0.40564 0.86013 0.74491 + 273 0.45449 0.19542E-001-0.40564 0.86013 0.74491 + 273 0.45449 0.19542E-001-0.40564 0.86013 0.74491 + 276 0.45449 0.19542E-001-0.40564 0.86013 0.74491 + 276 0.45449 0.19542E-001-0.40564 0.86013 0.74491 + 276 0.45449 0.19542E-001-0.40564 0.86013 0.74491 + 276 0.45449 0.19542E-001-0.40564 0.86013 0.74491 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 859 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 1.4001 0.35437 -0.34884E-001 1.4350 1.2854 + 91 1.4001 0.35437 -0.34884E-001 1.4350 1.2854 + 92 1.4001 0.35437 -0.34884E-001 1.4350 1.2854 + 92 1.4001 0.35437 -0.34884E-001 1.4350 1.2854 + 95 1.4001 0.35437 -0.34884E-001 1.4350 1.2854 + 95 1.4001 0.35437 -0.34884E-001 1.4350 1.2854 + 95 1.4001 0.35437 -0.34884E-001 1.4350 1.2854 + 95 1.4001 0.35437 -0.34884E-001 1.4350 1.2854 + + ELEMENT= 860 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 2.0354 0.19459 -0.23154 2.2670 2.0868 + 192 2.0354 0.19459 -0.23154 2.2670 2.0868 + 323 2.0354 0.19459 -0.23154 2.2670 2.0868 + 323 2.0354 0.19459 -0.23154 2.2670 2.0868 + 269 2.0354 0.19459 -0.23154 2.2670 2.0868 + 269 2.0354 0.19459 -0.23154 2.2670 2.0868 + 269 2.0354 0.19459 -0.23154 2.2670 2.0868 + 269 2.0354 0.19459 -0.23154 2.2670 2.0868 + + ELEMENT= 861 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.36699 0.47509E-001-0.27556 0.64255 0.55647 + 311 0.36699 0.47509E-001-0.27556 0.64255 0.55647 + 74 0.36699 0.47509E-001-0.27556 0.64255 0.55647 + 74 0.36699 0.47509E-001-0.27556 0.64255 0.55647 + 71 0.36699 0.47509E-001-0.27556 0.64255 0.55647 + 71 0.36699 0.47509E-001-0.27556 0.64255 0.55647 + 71 0.36699 0.47509E-001-0.27556 0.64255 0.55647 + 71 0.36699 0.47509E-001-0.27556 0.64255 0.55647 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 862 SOLID185 + NODE S1 S2 S3 SINT SEQV + 284 -0.19064 -0.66161 -3.3670 3.1764 2.9691 + 288 -0.19064 -0.66161 -3.3670 3.1764 2.9691 + 51 -0.19064 -0.66161 -3.3670 3.1764 2.9691 + 51 -0.19064 -0.66161 -3.3670 3.1764 2.9691 + 156 -0.19064 -0.66161 -3.3670 3.1764 2.9691 + 156 -0.19064 -0.66161 -3.3670 3.1764 2.9691 + 156 -0.19064 -0.66161 -3.3670 3.1764 2.9691 + 156 -0.19064 -0.66161 -3.3670 3.1764 2.9691 + + ELEMENT= 863 SOLID185 + NODE S1 S2 S3 SINT SEQV + 207 0.13978 -0.23780 -2.4895 2.6293 2.4623 + 302 0.13978 -0.23780 -2.4895 2.6293 2.4623 + 150 0.13978 -0.23780 -2.4895 2.6293 2.4623 + 150 0.13978 -0.23780 -2.4895 2.6293 2.4623 + 153 0.13978 -0.23780 -2.4895 2.6293 2.4623 + 153 0.13978 -0.23780 -2.4895 2.6293 2.4623 + 153 0.13978 -0.23780 -2.4895 2.6293 2.4623 + 153 0.13978 -0.23780 -2.4895 2.6293 2.4623 + + ELEMENT= 864 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 0.84181 0.12941 -0.41001 1.2518 1.0876 + 187 0.84181 0.12941 -0.41001 1.2518 1.0876 + 184 0.84181 0.12941 -0.41001 1.2518 1.0876 + 184 0.84181 0.12941 -0.41001 1.2518 1.0876 + 188 0.84181 0.12941 -0.41001 1.2518 1.0876 + 188 0.84181 0.12941 -0.41001 1.2518 1.0876 + 188 0.84181 0.12941 -0.41001 1.2518 1.0876 + 188 0.84181 0.12941 -0.41001 1.2518 1.0876 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 865 SOLID185 + NODE S1 S2 S3 SINT SEQV + 325 1.0288 0.30154 0.17739 0.85137 0.79659 + 49 1.0288 0.30154 0.17739 0.85137 0.79659 + 128 1.0288 0.30154 0.17739 0.85137 0.79659 + 128 1.0288 0.30154 0.17739 0.85137 0.79659 + 125 1.0288 0.30154 0.17739 0.85137 0.79659 + 125 1.0288 0.30154 0.17739 0.85137 0.79659 + 125 1.0288 0.30154 0.17739 0.85137 0.79659 + 125 1.0288 0.30154 0.17739 0.85137 0.79659 + + ELEMENT= 866 SOLID185 + NODE S1 S2 S3 SINT SEQV + 196 1.1545 0.17230 -0.18026E-001 1.1725 1.0899 + 184 1.1545 0.17230 -0.18026E-001 1.1725 1.0899 + 259 1.1545 0.17230 -0.18026E-001 1.1725 1.0899 + 259 1.1545 0.17230 -0.18026E-001 1.1725 1.0899 + 197 1.1545 0.17230 -0.18026E-001 1.1725 1.0899 + 197 1.1545 0.17230 -0.18026E-001 1.1725 1.0899 + 197 1.1545 0.17230 -0.18026E-001 1.1725 1.0899 + 197 1.1545 0.17230 -0.18026E-001 1.1725 1.0899 + + ELEMENT= 867 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.39553 -0.95869E-002-0.54975 0.94528 0.82142 + 181 0.39553 -0.95869E-002-0.54975 0.94528 0.82142 + 225 0.39553 -0.95869E-002-0.54975 0.94528 0.82142 + 225 0.39553 -0.95869E-002-0.54975 0.94528 0.82142 + 178 0.39553 -0.95869E-002-0.54975 0.94528 0.82142 + 178 0.39553 -0.95869E-002-0.54975 0.94528 0.82142 + 178 0.39553 -0.95869E-002-0.54975 0.94528 0.82142 + 178 0.39553 -0.95869E-002-0.54975 0.94528 0.82142 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 868 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 0.38914 0.60303E-001 -1.1928 1.5819 1.4458 + 188 0.38914 0.60303E-001 -1.1928 1.5819 1.4458 + 185 0.38914 0.60303E-001 -1.1928 1.5819 1.4458 + 185 0.38914 0.60303E-001 -1.1928 1.5819 1.4458 + 59 0.38914 0.60303E-001 -1.1928 1.5819 1.4458 + 59 0.38914 0.60303E-001 -1.1928 1.5819 1.4458 + 59 0.38914 0.60303E-001 -1.1928 1.5819 1.4458 + 59 0.38914 0.60303E-001 -1.1928 1.5819 1.4458 + + ELEMENT= 869 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 -0.14667 -0.16988 -1.4314 1.2847 1.2733 + 202 -0.14667 -0.16988 -1.4314 1.2847 1.2733 + 147 -0.14667 -0.16988 -1.4314 1.2847 1.2733 + 147 -0.14667 -0.16988 -1.4314 1.2847 1.2733 + 318 -0.14667 -0.16988 -1.4314 1.2847 1.2733 + 318 -0.14667 -0.16988 -1.4314 1.2847 1.2733 + 318 -0.14667 -0.16988 -1.4314 1.2847 1.2733 + 318 -0.14667 -0.16988 -1.4314 1.2847 1.2733 + + ELEMENT= 870 SOLID185 + NODE S1 S2 S3 SINT SEQV + 206 0.13178 -0.93279E-001 -2.0838 2.2155 2.1120 + 147 0.13178 -0.93279E-001 -2.0838 2.2155 2.1120 + 151 0.13178 -0.93279E-001 -2.0838 2.2155 2.1120 + 151 0.13178 -0.93279E-001 -2.0838 2.2155 2.1120 + 150 0.13178 -0.93279E-001 -2.0838 2.2155 2.1120 + 150 0.13178 -0.93279E-001 -2.0838 2.2155 2.1120 + 150 0.13178 -0.93279E-001 -2.0838 2.2155 2.1120 + 150 0.13178 -0.93279E-001 -2.0838 2.2155 2.1120 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 871 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.33666E-001-0.99510E-001-0.92334 0.95701 0.89786 + 241 0.33666E-001-0.99510E-001-0.92334 0.95701 0.89786 + 143 0.33666E-001-0.99510E-001-0.92334 0.95701 0.89786 + 143 0.33666E-001-0.99510E-001-0.92334 0.95701 0.89786 + 299 0.33666E-001-0.99510E-001-0.92334 0.95701 0.89786 + 299 0.33666E-001-0.99510E-001-0.92334 0.95701 0.89786 + 299 0.33666E-001-0.99510E-001-0.92334 0.95701 0.89786 + 299 0.33666E-001-0.99510E-001-0.92334 0.95701 0.89786 + + ELEMENT= 872 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 1.5800 0.34953 -0.99624E-001 1.6796 1.5061 + 186 1.5800 0.34953 -0.99624E-001 1.6796 1.5061 + 190 1.5800 0.34953 -0.99624E-001 1.6796 1.5061 + 190 1.5800 0.34953 -0.99624E-001 1.6796 1.5061 + 189 1.5800 0.34953 -0.99624E-001 1.6796 1.5061 + 189 1.5800 0.34953 -0.99624E-001 1.6796 1.5061 + 189 1.5800 0.34953 -0.99624E-001 1.6796 1.5061 + 189 1.5800 0.34953 -0.99624E-001 1.6796 1.5061 + + ELEMENT= 873 SOLID185 + NODE S1 S2 S3 SINT SEQV + 302 0.14378 -0.63783E-001 -2.4301 2.5739 2.4766 + 153 0.14378 -0.63783E-001 -2.4301 2.5739 2.4766 + 58 0.14378 -0.63783E-001 -2.4301 2.5739 2.4766 + 58 0.14378 -0.63783E-001 -2.4301 2.5739 2.4766 + 59 0.14378 -0.63783E-001 -2.4301 2.5739 2.4766 + 59 0.14378 -0.63783E-001 -2.4301 2.5739 2.4766 + 59 0.14378 -0.63783E-001 -2.4301 2.5739 2.4766 + 59 0.14378 -0.63783E-001 -2.4301 2.5739 2.4766 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 874 SOLID185 + NODE S1 S2 S3 SINT SEQV + 302 0.11094 -0.15170 -2.4784 2.5894 2.4685 + 153 0.11094 -0.15170 -2.4784 2.5894 2.4685 + 59 0.11094 -0.15170 -2.4784 2.5894 2.4685 + 59 0.11094 -0.15170 -2.4784 2.5894 2.4685 + 150 0.11094 -0.15170 -2.4784 2.5894 2.4685 + 150 0.11094 -0.15170 -2.4784 2.5894 2.4685 + 150 0.11094 -0.15170 -2.4784 2.5894 2.4685 + 150 0.11094 -0.15170 -2.4784 2.5894 2.4685 + + ELEMENT= 875 SOLID185 + NODE S1 S2 S3 SINT SEQV + 225 0.27844 0.17760E-001-0.30026 0.57870 0.50199 + 181 0.27844 0.17760E-001-0.30026 0.57870 0.50199 + 230 0.27844 0.17760E-001-0.30026 0.57870 0.50199 + 230 0.27844 0.17760E-001-0.30026 0.57870 0.50199 + 184 0.27844 0.17760E-001-0.30026 0.57870 0.50199 + 184 0.27844 0.17760E-001-0.30026 0.57870 0.50199 + 184 0.27844 0.17760E-001-0.30026 0.57870 0.50199 + 184 0.27844 0.17760E-001-0.30026 0.57870 0.50199 + + ELEMENT= 876 SOLID185 + NODE S1 S2 S3 SINT SEQV + 180 0.82762 -0.19742E-001-0.11092 0.93854 0.89643 + 266 0.82762 -0.19742E-001-0.11092 0.93854 0.89643 + 183 0.82762 -0.19742E-001-0.11092 0.93854 0.89643 + 183 0.82762 -0.19742E-001-0.11092 0.93854 0.89643 + 225 0.82762 -0.19742E-001-0.11092 0.93854 0.89643 + 225 0.82762 -0.19742E-001-0.11092 0.93854 0.89643 + 225 0.82762 -0.19742E-001-0.11092 0.93854 0.89643 + 225 0.82762 -0.19742E-001-0.11092 0.93854 0.89643 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 877 SOLID185 + NODE S1 S2 S3 SINT SEQV + 183 1.1835 0.52832E-001-0.14520 1.3287 1.2416 + 225 1.1835 0.52832E-001-0.14520 1.3287 1.2416 + 184 1.1835 0.52832E-001-0.14520 1.3287 1.2416 + 184 1.1835 0.52832E-001-0.14520 1.3287 1.2416 + 180 1.1835 0.52832E-001-0.14520 1.3287 1.2416 + 180 1.1835 0.52832E-001-0.14520 1.3287 1.2416 + 180 1.1835 0.52832E-001-0.14520 1.3287 1.2416 + 180 1.1835 0.52832E-001-0.14520 1.3287 1.2416 + + ELEMENT= 878 SOLID185 + NODE S1 S2 S3 SINT SEQV + 195 0.15490E-001-0.31729E-001-0.72474 0.74023 0.71778 + 205 0.15490E-001-0.31729E-001-0.72474 0.74023 0.71778 + 230 0.15490E-001-0.31729E-001-0.72474 0.74023 0.71778 + 230 0.15490E-001-0.31729E-001-0.72474 0.74023 0.71778 + 202 0.15490E-001-0.31729E-001-0.72474 0.74023 0.71778 + 202 0.15490E-001-0.31729E-001-0.72474 0.74023 0.71778 + 202 0.15490E-001-0.31729E-001-0.72474 0.74023 0.71778 + 202 0.15490E-001-0.31729E-001-0.72474 0.74023 0.71778 + + ELEMENT= 879 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.46280 -0.10000 -0.59369 1.0565 0.91560 + 313 0.46280 -0.10000 -0.59369 1.0565 0.91560 + 167 0.46280 -0.10000 -0.59369 1.0565 0.91560 + 167 0.46280 -0.10000 -0.59369 1.0565 0.91560 + 11 0.46280 -0.10000 -0.59369 1.0565 0.91560 + 11 0.46280 -0.10000 -0.59369 1.0565 0.91560 + 11 0.46280 -0.10000 -0.59369 1.0565 0.91560 + 11 0.46280 -0.10000 -0.59369 1.0565 0.91560 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 880 SOLID185 + NODE S1 S2 S3 SINT SEQV + 318 0.11156 -0.18943 -1.8766 1.9882 1.8561 + 144 0.11156 -0.18943 -1.8766 1.9882 1.8561 + 202 0.11156 -0.18943 -1.8766 1.9882 1.8561 + 202 0.11156 -0.18943 -1.8766 1.9882 1.8561 + 147 0.11156 -0.18943 -1.8766 1.9882 1.8561 + 147 0.11156 -0.18943 -1.8766 1.9882 1.8561 + 147 0.11156 -0.18943 -1.8766 1.9882 1.8561 + 147 0.11156 -0.18943 -1.8766 1.9882 1.8561 + + ELEMENT= 881 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.68120 0.14104 -0.36668 1.0479 0.90763 + 181 0.68120 0.14104 -0.36668 1.0479 0.90763 + 178 0.68120 0.14104 -0.36668 1.0479 0.90763 + 178 0.68120 0.14104 -0.36668 1.0479 0.90763 + 182 0.68120 0.14104 -0.36668 1.0479 0.90763 + 182 0.68120 0.14104 -0.36668 1.0479 0.90763 + 182 0.68120 0.14104 -0.36668 1.0479 0.90763 + 182 0.68120 0.14104 -0.36668 1.0479 0.90763 + + ELEMENT= 882 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 1.7856 0.16611 -0.24173 2.0274 1.8573 + 234 1.7856 0.16611 -0.24173 2.0274 1.8573 + 235 1.7856 0.16611 -0.24173 2.0274 1.8573 + 235 1.7856 0.16611 -0.24173 2.0274 1.8573 + 121 1.7856 0.16611 -0.24173 2.0274 1.8573 + 121 1.7856 0.16611 -0.24173 2.0274 1.8573 + 121 1.7856 0.16611 -0.24173 2.0274 1.8573 + 121 1.7856 0.16611 -0.24173 2.0274 1.8573 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 883 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 1.9579 0.59142 0.40775 1.5502 1.4670 + 47 1.9579 0.59142 0.40775 1.5502 1.4670 + 124 1.9579 0.59142 0.40775 1.5502 1.4670 + 124 1.9579 0.59142 0.40775 1.5502 1.4670 + 123 1.9579 0.59142 0.40775 1.5502 1.4670 + 123 1.9579 0.59142 0.40775 1.5502 1.4670 + 123 1.9579 0.59142 0.40775 1.5502 1.4670 + 123 1.9579 0.59142 0.40775 1.5502 1.4670 + + ELEMENT= 884 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 0.10843 -0.63006E-001 -2.0552 2.1636 2.0832 + 150 0.10843 -0.63006E-001 -2.0552 2.1636 2.0832 + 60 0.10843 -0.63006E-001 -2.0552 2.1636 2.0832 + 60 0.10843 -0.63006E-001 -2.0552 2.1636 2.0832 + 147 0.10843 -0.63006E-001 -2.0552 2.1636 2.0832 + 147 0.10843 -0.63006E-001 -2.0552 2.1636 2.0832 + 147 0.10843 -0.63006E-001 -2.0552 2.1636 2.0832 + 147 0.10843 -0.63006E-001 -2.0552 2.1636 2.0832 + + ELEMENT= 885 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 1.0295 0.12446 0.18611E-001 1.0109 0.96233 + 223 1.0295 0.12446 0.18611E-001 1.0109 0.96233 + 197 1.0295 0.12446 0.18611E-001 1.0109 0.96233 + 197 1.0295 0.12446 0.18611E-001 1.0109 0.96233 + 210 1.0295 0.12446 0.18611E-001 1.0109 0.96233 + 210 1.0295 0.12446 0.18611E-001 1.0109 0.96233 + 210 1.0295 0.12446 0.18611E-001 1.0109 0.96233 + 210 1.0295 0.12446 0.18611E-001 1.0109 0.96233 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 886 SOLID185 + NODE S1 S2 S3 SINT SEQV + 116 2.1612 0.32579E-001-0.40049E-001 2.2012 2.1658 + 42 2.1612 0.32579E-001-0.40049E-001 2.2012 2.1658 + 113 2.1612 0.32579E-001-0.40049E-001 2.2012 2.1658 + 113 2.1612 0.32579E-001-0.40049E-001 2.2012 2.1658 + 259 2.1612 0.32579E-001-0.40049E-001 2.2012 2.1658 + 259 2.1612 0.32579E-001-0.40049E-001 2.2012 2.1658 + 259 2.1612 0.32579E-001-0.40049E-001 2.2012 2.1658 + 259 2.1612 0.32579E-001-0.40049E-001 2.2012 2.1658 + + ELEMENT= 887 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 3.1575 0.30673 0.20135 2.9561 2.9049 + 118 3.1575 0.30673 0.20135 2.9561 2.9049 + 121 3.1575 0.30673 0.20135 2.9561 2.9049 + 121 3.1575 0.30673 0.20135 2.9561 2.9049 + 117 3.1575 0.30673 0.20135 2.9561 2.9049 + 117 3.1575 0.30673 0.20135 2.9561 2.9049 + 117 3.1575 0.30673 0.20135 2.9561 2.9049 + 117 3.1575 0.30673 0.20135 2.9561 2.9049 + + ELEMENT= 888 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.40180 0.11850 -0.79713 1.1989 1.0854 + 182 0.40180 0.11850 -0.79713 1.1989 1.0854 + 179 0.40180 0.11850 -0.79713 1.1989 1.0854 + 179 0.40180 0.11850 -0.79713 1.1989 1.0854 + 61 0.40180 0.11850 -0.79713 1.1989 1.0854 + 61 0.40180 0.11850 -0.79713 1.1989 1.0854 + 61 0.40180 0.11850 -0.79713 1.1989 1.0854 + 61 0.40180 0.11850 -0.79713 1.1989 1.0854 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 889 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.71853E-001-0.51538E-001 -1.4015 1.4733 1.4157 + 202 0.71853E-001-0.51538E-001 -1.4015 1.4733 1.4157 + 144 0.71853E-001-0.51538E-001 -1.4015 1.4733 1.4157 + 144 0.71853E-001-0.51538E-001 -1.4015 1.4733 1.4157 + 141 0.71853E-001-0.51538E-001 -1.4015 1.4733 1.4157 + 141 0.71853E-001-0.51538E-001 -1.4015 1.4733 1.4157 + 141 0.71853E-001-0.51538E-001 -1.4015 1.4733 1.4157 + 141 0.71853E-001-0.51538E-001 -1.4015 1.4733 1.4157 + + ELEMENT= 890 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.59798 0.62516E-001-0.37230 0.97028 0.84180 + 178 0.59798 0.62516E-001-0.37230 0.97028 0.84180 + 175 0.59798 0.62516E-001-0.37230 0.97028 0.84180 + 175 0.59798 0.62516E-001-0.37230 0.97028 0.84180 + 179 0.59798 0.62516E-001-0.37230 0.97028 0.84180 + 179 0.59798 0.62516E-001-0.37230 0.97028 0.84180 + 179 0.59798 0.62516E-001-0.37230 0.97028 0.84180 + 179 0.59798 0.62516E-001-0.37230 0.97028 0.84180 + + ELEMENT= 891 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.82177E-001-0.36964E-001-0.67325 0.75543 0.70347 + 176 0.82177E-001-0.36964E-001-0.67325 0.75543 0.70347 + 228 0.82177E-001-0.36964E-001-0.67325 0.75543 0.70347 + 228 0.82177E-001-0.36964E-001-0.67325 0.75543 0.70347 + 179 0.82177E-001-0.36964E-001-0.67325 0.75543 0.70347 + 179 0.82177E-001-0.36964E-001-0.67325 0.75543 0.70347 + 179 0.82177E-001-0.36964E-001-0.67325 0.75543 0.70347 + 179 0.82177E-001-0.36964E-001-0.67325 0.75543 0.70347 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 892 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 3.2653 0.92880 0.40362 2.8617 2.6386 + 45 3.2653 0.92880 0.40362 2.8617 2.6386 + 46 3.2653 0.92880 0.40362 2.8617 2.6386 + 46 3.2653 0.92880 0.40362 2.8617 2.6386 + 121 3.2653 0.92880 0.40362 2.8617 2.6386 + 121 3.2653 0.92880 0.40362 2.8617 2.6386 + 121 3.2653 0.92880 0.40362 2.8617 2.6386 + 121 3.2653 0.92880 0.40362 2.8617 2.6386 + + ELEMENT= 893 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.69609 0.10597E-001-0.96415E-001 0.79250 0.74479 + 174 0.69609 0.10597E-001-0.96415E-001 0.79250 0.74479 + 305 0.69609 0.10597E-001-0.96415E-001 0.79250 0.74479 + 305 0.69609 0.10597E-001-0.96415E-001 0.79250 0.74479 + 38 0.69609 0.10597E-001-0.96415E-001 0.79250 0.74479 + 38 0.69609 0.10597E-001-0.96415E-001 0.79250 0.74479 + 38 0.69609 0.10597E-001-0.96415E-001 0.79250 0.74479 + 38 0.69609 0.10597E-001-0.96415E-001 0.79250 0.74479 + + ELEMENT= 894 SOLID185 + NODE S1 S2 S3 SINT SEQV + 320 1.8700 0.84931E-001-0.46044E-001 1.9160 1.8540 + 40 1.8700 0.84931E-001-0.46044E-001 1.9160 1.8540 + 41 1.8700 0.84931E-001-0.46044E-001 1.9160 1.8540 + 41 1.8700 0.84931E-001-0.46044E-001 1.9160 1.8540 + 110 1.8700 0.84931E-001-0.46044E-001 1.9160 1.8540 + 110 1.8700 0.84931E-001-0.46044E-001 1.9160 1.8540 + 110 1.8700 0.84931E-001-0.46044E-001 1.9160 1.8540 + 110 1.8700 0.84931E-001-0.46044E-001 1.9160 1.8540 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 895 SOLID185 + NODE S1 S2 S3 SINT SEQV + 228 0.38350 0.72104E-001-0.58117 0.96468 0.85274 + 62 0.38350 0.72104E-001-0.58117 0.96468 0.85274 + 179 0.38350 0.72104E-001-0.58117 0.96468 0.85274 + 179 0.38350 0.72104E-001-0.58117 0.96468 0.85274 + 176 0.38350 0.72104E-001-0.58117 0.96468 0.85274 + 176 0.38350 0.72104E-001-0.58117 0.96468 0.85274 + 176 0.38350 0.72104E-001-0.58117 0.96468 0.85274 + 176 0.38350 0.72104E-001-0.58117 0.96468 0.85274 + + ELEMENT= 896 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 0.18599E-002-0.68382E-001-0.79780 0.79966 0.76695 + 280 0.18599E-002-0.68382E-001-0.79780 0.79966 0.76695 + 228 0.18599E-002-0.68382E-001-0.79780 0.79966 0.76695 + 228 0.18599E-002-0.68382E-001-0.79780 0.79966 0.76695 + 138 0.18599E-002-0.68382E-001-0.79780 0.79966 0.76695 + 138 0.18599E-002-0.68382E-001-0.79780 0.79966 0.76695 + 138 0.18599E-002-0.68382E-001-0.79780 0.79966 0.76695 + 138 0.18599E-002-0.68382E-001-0.79780 0.79966 0.76695 + + ELEMENT= 897 SOLID185 + NODE S1 S2 S3 SINT SEQV + 277 0.61601 0.92460E-001-0.44247 1.0585 0.91669 + 175 0.61601 0.92460E-001-0.44247 1.0585 0.91669 + 172 0.61601 0.92460E-001-0.44247 1.0585 0.91669 + 172 0.61601 0.92460E-001-0.44247 1.0585 0.91669 + 176 0.61601 0.92460E-001-0.44247 1.0585 0.91669 + 176 0.61601 0.92460E-001-0.44247 1.0585 0.91669 + 176 0.61601 0.92460E-001-0.44247 1.0585 0.91669 + 176 0.61601 0.92460E-001-0.44247 1.0585 0.91669 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 898 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 1.2618 0.15281 0.23966E-001 1.2378 1.1787 + 107 1.2618 0.15281 0.23966E-001 1.2378 1.1787 + 103 1.2618 0.15281 0.23966E-001 1.2378 1.1787 + 103 1.2618 0.15281 0.23966E-001 1.2378 1.1787 + 104 1.2618 0.15281 0.23966E-001 1.2378 1.1787 + 104 1.2618 0.15281 0.23966E-001 1.2378 1.1787 + 104 1.2618 0.15281 0.23966E-001 1.2378 1.1787 + 104 1.2618 0.15281 0.23966E-001 1.2378 1.1787 + + ELEMENT= 899 SOLID185 + NODE S1 S2 S3 SINT SEQV + 258 0.93299 0.81603E-001 0.37275E-002 0.92926 0.89288 + 94 0.93299 0.81603E-001 0.37275E-002 0.92926 0.89288 + 22 0.93299 0.81603E-001 0.37275E-002 0.92926 0.89288 + 22 0.93299 0.81603E-001 0.37275E-002 0.92926 0.89288 + 93 0.93299 0.81603E-001 0.37275E-002 0.92926 0.89288 + 93 0.93299 0.81603E-001 0.37275E-002 0.92926 0.89288 + 93 0.93299 0.81603E-001 0.37275E-002 0.92926 0.89288 + 93 0.93299 0.81603E-001 0.37275E-002 0.92926 0.89288 + + ELEMENT= 900 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 -0.90147E-002-0.11666 -0.42089 0.41187 0.36999 + 280 -0.90147E-002-0.11666 -0.42089 0.41187 0.36999 + 135 -0.90147E-002-0.11666 -0.42089 0.41187 0.36999 + 135 -0.90147E-002-0.11666 -0.42089 0.41187 0.36999 + 283 -0.90147E-002-0.11666 -0.42089 0.41187 0.36999 + 283 -0.90147E-002-0.11666 -0.42089 0.41187 0.36999 + 283 -0.90147E-002-0.11666 -0.42089 0.41187 0.36999 + 283 -0.90147E-002-0.11666 -0.42089 0.41187 0.36999 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 901 SOLID185 + NODE S1 S2 S3 SINT SEQV + 318 0.10552 -0.12311E-001 -1.7807 1.8862 1.8301 + 147 0.10552 -0.12311E-001 -1.7807 1.8862 1.8301 + 60 0.10552 -0.12311E-001 -1.7807 1.8862 1.8301 + 60 0.10552 -0.12311E-001 -1.7807 1.8862 1.8301 + 61 0.10552 -0.12311E-001 -1.7807 1.8862 1.8301 + 61 0.10552 -0.12311E-001 -1.7807 1.8862 1.8301 + 61 0.10552 -0.12311E-001 -1.7807 1.8862 1.8301 + 61 0.10552 -0.12311E-001 -1.7807 1.8862 1.8301 + + ELEMENT= 902 SOLID185 + NODE S1 S2 S3 SINT SEQV + 227 0.80606E-001-0.12126 -1.1907 1.2713 1.1834 + 142 0.80606E-001-0.12126 -1.1907 1.2713 1.1834 + 138 0.80606E-001-0.12126 -1.1907 1.2713 1.1834 + 138 0.80606E-001-0.12126 -1.1907 1.2713 1.1834 + 139 0.80606E-001-0.12126 -1.1907 1.2713 1.1834 + 139 0.80606E-001-0.12126 -1.1907 1.2713 1.1834 + 139 0.80606E-001-0.12126 -1.1907 1.2713 1.1834 + 139 0.80606E-001-0.12126 -1.1907 1.2713 1.1834 + + ELEMENT= 903 SOLID185 + NODE S1 S2 S3 SINT SEQV + 121 3.7142 0.88633 0.61482 3.0993 2.9729 + 124 3.7142 0.88633 0.61482 3.0993 2.9729 + 235 3.7142 0.88633 0.61482 3.0993 2.9729 + 235 3.7142 0.88633 0.61482 3.0993 2.9729 + 46 3.7142 0.88633 0.61482 3.0993 2.9729 + 46 3.7142 0.88633 0.61482 3.0993 2.9729 + 46 3.7142 0.88633 0.61482 3.0993 2.9729 + 46 3.7142 0.88633 0.61482 3.0993 2.9729 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 904 SOLID185 + NODE S1 S2 S3 SINT SEQV + 306 0.94177 0.22905 0.32012E-001 0.90976 0.82899 + 101 0.94177 0.22905 0.32012E-001 0.90976 0.82899 + 104 0.94177 0.22905 0.32012E-001 0.90976 0.82899 + 104 0.94177 0.22905 0.32012E-001 0.90976 0.82899 + 100 0.94177 0.22905 0.32012E-001 0.90976 0.82899 + 100 0.94177 0.22905 0.32012E-001 0.90976 0.82899 + 100 0.94177 0.22905 0.32012E-001 0.90976 0.82899 + 100 0.94177 0.22905 0.32012E-001 0.90976 0.82899 + + ELEMENT= 905 SOLID185 + NODE S1 S2 S3 SINT SEQV + 277 0.15489 -0.58420E-001-0.66395 0.81885 0.73576 + 172 0.15489 -0.58420E-001-0.66395 0.81885 0.73576 + 173 0.15489 -0.58420E-001-0.66395 0.81885 0.73576 + 173 0.15489 -0.58420E-001-0.66395 0.81885 0.73576 + 176 0.15489 -0.58420E-001-0.66395 0.81885 0.73576 + 176 0.15489 -0.58420E-001-0.66395 0.81885 0.73576 + 176 0.15489 -0.58420E-001-0.66395 0.81885 0.73576 + 176 0.15489 -0.58420E-001-0.66395 0.81885 0.73576 + + ELEMENT= 906 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.42787 -0.17969E-001-0.37055 0.79842 0.69302 + 291 0.42787 -0.17969E-001-0.37055 0.79842 0.69302 + 254 0.42787 -0.17969E-001-0.37055 0.79842 0.69302 + 254 0.42787 -0.17969E-001-0.37055 0.79842 0.69302 + 274 0.42787 -0.17969E-001-0.37055 0.79842 0.69302 + 274 0.42787 -0.17969E-001-0.37055 0.79842 0.69302 + 274 0.42787 -0.17969E-001-0.37055 0.79842 0.69302 + 274 0.42787 -0.17969E-001-0.37055 0.79842 0.69302 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 907 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.47961 -0.26022E-001-0.33463 0.81425 0.71201 + 171 0.47961 -0.26022E-001-0.33463 0.81425 0.71201 + 254 0.47961 -0.26022E-001-0.33463 0.81425 0.71201 + 254 0.47961 -0.26022E-001-0.33463 0.81425 0.71201 + 172 0.47961 -0.26022E-001-0.33463 0.81425 0.71201 + 172 0.47961 -0.26022E-001-0.33463 0.81425 0.71201 + 172 0.47961 -0.26022E-001-0.33463 0.81425 0.71201 + 172 0.47961 -0.26022E-001-0.33463 0.81425 0.71201 + + ELEMENT= 908 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.39201 -0.19443E-001-0.50569 0.89769 0.77832 + 170 0.39201 -0.19443E-001-0.50569 0.89769 0.77832 + 173 0.39201 -0.19443E-001-0.50569 0.89769 0.77832 + 173 0.39201 -0.19443E-001-0.50569 0.89769 0.77832 + 169 0.39201 -0.19443E-001-0.50569 0.89769 0.77832 + 169 0.39201 -0.19443E-001-0.50569 0.89769 0.77832 + 169 0.39201 -0.19443E-001-0.50569 0.89769 0.77832 + 169 0.39201 -0.19443E-001-0.50569 0.89769 0.77832 + + ELEMENT= 909 SOLID185 + NODE S1 S2 S3 SINT SEQV + 228 0.16025 -0.16367E-001 -1.1813 1.3416 1.2626 + 62 0.16025 -0.16367E-001 -1.1813 1.3416 1.2626 + 63 0.16025 -0.16367E-001 -1.1813 1.3416 1.2626 + 63 0.16025 -0.16367E-001 -1.1813 1.3416 1.2626 + 141 0.16025 -0.16367E-001 -1.1813 1.3416 1.2626 + 141 0.16025 -0.16367E-001 -1.1813 1.3416 1.2626 + 141 0.16025 -0.16367E-001 -1.1813 1.3416 1.2626 + 141 0.16025 -0.16367E-001 -1.1813 1.3416 1.2626 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 910 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 0.71147 0.51918E-001-0.25199 0.96346 0.85312 + 169 0.71147 0.51918E-001-0.25199 0.96346 0.85312 + 160 0.71147 0.51918E-001-0.25199 0.96346 0.85312 + 160 0.71147 0.51918E-001-0.25199 0.96346 0.85312 + 67 0.71147 0.51918E-001-0.25199 0.96346 0.85312 + 67 0.71147 0.51918E-001-0.25199 0.96346 0.85312 + 67 0.71147 0.51918E-001-0.25199 0.96346 0.85312 + 67 0.71147 0.51918E-001-0.25199 0.96346 0.85312 + + ELEMENT= 911 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.32544 -0.27652E-001-0.47447 0.79990 0.69432 + 294 0.32544 -0.27652E-001-0.47447 0.79990 0.69432 + 173 0.32544 -0.27652E-001-0.47447 0.79990 0.69432 + 173 0.32544 -0.27652E-001-0.47447 0.79990 0.69432 + 170 0.32544 -0.27652E-001-0.47447 0.79990 0.69432 + 170 0.32544 -0.27652E-001-0.47447 0.79990 0.69432 + 170 0.32544 -0.27652E-001-0.47447 0.79990 0.69432 + 170 0.32544 -0.27652E-001-0.47447 0.79990 0.69432 + + ELEMENT= 912 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 -0.64027E-001-0.12571 -0.53804 0.47402 0.44638 + 295 -0.64027E-001-0.12571 -0.53804 0.47402 0.44638 + 64 -0.64027E-001-0.12571 -0.53804 0.47402 0.44638 + 64 -0.64027E-001-0.12571 -0.53804 0.47402 0.44638 + 135 -0.64027E-001-0.12571 -0.53804 0.47402 0.44638 + 135 -0.64027E-001-0.12571 -0.53804 0.47402 0.44638 + 135 -0.64027E-001-0.12571 -0.53804 0.47402 0.44638 + 135 -0.64027E-001-0.12571 -0.53804 0.47402 0.44638 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 913 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.83344E-001 0.38915E-002-0.48148 0.56482 0.52959 + 171 0.83344E-001 0.38915E-002-0.48148 0.56482 0.52959 + 36 0.83344E-001 0.38915E-002-0.48148 0.56482 0.52959 + 36 0.83344E-001 0.38915E-002-0.48148 0.56482 0.52959 + 168 0.83344E-001 0.38915E-002-0.48148 0.56482 0.52959 + 168 0.83344E-001 0.38915E-002-0.48148 0.56482 0.52959 + 168 0.83344E-001 0.38915E-002-0.48148 0.56482 0.52959 + 168 0.83344E-001 0.38915E-002-0.48148 0.56482 0.52959 + + ELEMENT= 914 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 -0.69925E-001-0.31915 -2.2408 2.1709 2.0576 + 11 -0.69925E-001-0.31915 -2.2408 2.1709 2.0576 + 167 -0.69925E-001-0.31915 -2.2408 2.1709 2.0576 + 167 -0.69925E-001-0.31915 -2.2408 2.1709 2.0576 + 2 -0.69925E-001-0.31915 -2.2408 2.1709 2.0576 + 2 -0.69925E-001-0.31915 -2.2408 2.1709 2.0576 + 2 -0.69925E-001-0.31915 -2.2408 2.1709 2.0576 + 2 -0.69925E-001-0.31915 -2.2408 2.1709 2.0576 + + ELEMENT= 915 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.49123 0.58889E-001-0.19370 0.68493 0.59994 + 160 0.49123 0.58889E-001-0.19370 0.68493 0.59994 + 293 0.49123 0.58889E-001-0.19370 0.68493 0.59994 + 293 0.49123 0.58889E-001-0.19370 0.68493 0.59994 + 169 0.49123 0.58889E-001-0.19370 0.68493 0.59994 + 169 0.49123 0.58889E-001-0.19370 0.68493 0.59994 + 169 0.49123 0.58889E-001-0.19370 0.68493 0.59994 + 169 0.49123 0.58889E-001-0.19370 0.68493 0.59994 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 916 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.14993 -0.13493 -1.0396 1.1895 1.0758 + 67 0.14993 -0.13493 -1.0396 1.1895 1.0758 + 68 0.14993 -0.13493 -1.0396 1.1895 1.0758 + 68 0.14993 -0.13493 -1.0396 1.1895 1.0758 + 161 0.14993 -0.13493 -1.0396 1.1895 1.0758 + 161 0.14993 -0.13493 -1.0396 1.1895 1.0758 + 161 0.14993 -0.13493 -1.0396 1.1895 1.0758 + 161 0.14993 -0.13493 -1.0396 1.1895 1.0758 + + ELEMENT= 917 SOLID185 + NODE S1 S2 S3 SINT SEQV + 283 0.39753E-001-0.17386 -0.63790 0.67765 0.60007 + 136 0.39753E-001-0.17386 -0.63790 0.67765 0.60007 + 135 0.39753E-001-0.17386 -0.63790 0.67765 0.60007 + 135 0.39753E-001-0.17386 -0.63790 0.67765 0.60007 + 132 0.39753E-001-0.17386 -0.63790 0.67765 0.60007 + 132 0.39753E-001-0.17386 -0.63790 0.67765 0.60007 + 132 0.39753E-001-0.17386 -0.63790 0.67765 0.60007 + 132 0.39753E-001-0.17386 -0.63790 0.67765 0.60007 + + ELEMENT= 918 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 0.96366 0.20520E-001-0.47942 1.4431 1.2692 + 67 0.96366 0.20520E-001-0.47942 1.4431 1.2692 + 160 0.96366 0.20520E-001-0.47942 1.4431 1.2692 + 160 0.96366 0.20520E-001-0.47942 1.4431 1.2692 + 66 0.96366 0.20520E-001-0.47942 1.4431 1.2692 + 66 0.96366 0.20520E-001-0.47942 1.4431 1.2692 + 66 0.96366 0.20520E-001-0.47942 1.4431 1.2692 + 66 0.96366 0.20520E-001-0.47942 1.4431 1.2692 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 919 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.77727 0.41982E-001-0.35239 1.1297 0.99306 + 171 0.77727 0.41982E-001-0.35239 1.1297 0.99306 + 175 0.77727 0.41982E-001-0.35239 1.1297 0.99306 + 175 0.77727 0.41982E-001-0.35239 1.1297 0.99306 + 174 0.77727 0.41982E-001-0.35239 1.1297 0.99306 + 174 0.77727 0.41982E-001-0.35239 1.1297 0.99306 + 174 0.77727 0.41982E-001-0.35239 1.1297 0.99306 + 174 0.77727 0.41982E-001-0.35239 1.1297 0.99306 + + ELEMENT= 920 SOLID185 + NODE S1 S2 S3 SINT SEQV + 329 0.40457 0.18332 -0.43496E-003 0.40501 0.35125 + 36 0.40457 0.18332 -0.43496E-003 0.40501 0.35125 + 98 0.40457 0.18332 -0.43496E-003 0.40501 0.35125 + 98 0.40457 0.18332 -0.43496E-003 0.40501 0.35125 + 35 0.40457 0.18332 -0.43496E-003 0.40501 0.35125 + 35 0.40457 0.18332 -0.43496E-003 0.40501 0.35125 + 35 0.40457 0.18332 -0.43496E-003 0.40501 0.35125 + 35 0.40457 0.18332 -0.43496E-003 0.40501 0.35125 + + ELEMENT= 921 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.43221 -0.65799E-001-0.29322 0.72543 0.64264 + 254 0.43221 -0.65799E-001-0.29322 0.72543 0.64264 + 278 0.43221 -0.65799E-001-0.29322 0.72543 0.64264 + 278 0.43221 -0.65799E-001-0.29322 0.72543 0.64264 + 171 0.43221 -0.65799E-001-0.29322 0.72543 0.64264 + 171 0.43221 -0.65799E-001-0.29322 0.72543 0.64264 + 171 0.43221 -0.65799E-001-0.29322 0.72543 0.64264 + 171 0.43221 -0.65799E-001-0.29322 0.72543 0.64264 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 922 SOLID185 + NODE S1 S2 S3 SINT SEQV + 291 0.37274 -0.80589E-001-0.41410 0.78684 0.68405 + 160 0.37274 -0.80589E-001-0.41410 0.78684 0.68405 + 67 0.37274 -0.80589E-001-0.41410 0.78684 0.68405 + 67 0.37274 -0.80589E-001-0.41410 0.78684 0.68405 + 161 0.37274 -0.80589E-001-0.41410 0.78684 0.68405 + 161 0.37274 -0.80589E-001-0.41410 0.78684 0.68405 + 161 0.37274 -0.80589E-001-0.41410 0.78684 0.68405 + 161 0.37274 -0.80589E-001-0.41410 0.78684 0.68405 + + ELEMENT= 923 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.56633 0.26907E-001-0.43695 1.0033 0.86969 + 173 0.56633 0.26907E-001-0.43695 1.0033 0.86969 + 172 0.56633 0.26907E-001-0.43695 1.0033 0.86969 + 172 0.56633 0.26907E-001-0.43695 1.0033 0.86969 + 169 0.56633 0.26907E-001-0.43695 1.0033 0.86969 + 169 0.56633 0.26907E-001-0.43695 1.0033 0.86969 + 169 0.56633 0.26907E-001-0.43695 1.0033 0.86969 + 169 0.56633 0.26907E-001-0.43695 1.0033 0.86969 + + ELEMENT= 924 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.78975 -0.12775 -1.4440 2.2338 1.9448 + 12 0.78975 -0.12775 -1.4440 2.2338 1.9448 + 2 0.78975 -0.12775 -1.4440 2.2338 1.9448 + 2 0.78975 -0.12775 -1.4440 2.2338 1.9448 + 96 0.78975 -0.12775 -1.4440 2.2338 1.9448 + 96 0.78975 -0.12775 -1.4440 2.2338 1.9448 + 96 0.78975 -0.12775 -1.4440 2.2338 1.9448 + 96 0.78975 -0.12775 -1.4440 2.2338 1.9448 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 925 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.51683E-001-0.12842 -0.49876 0.55044 0.48609 + 167 0.51683E-001-0.12842 -0.49876 0.55044 0.48609 + 164 0.51683E-001-0.12842 -0.49876 0.55044 0.48609 + 164 0.51683E-001-0.12842 -0.49876 0.55044 0.48609 + 33 0.51683E-001-0.12842 -0.49876 0.55044 0.48609 + 33 0.51683E-001-0.12842 -0.49876 0.55044 0.48609 + 33 0.51683E-001-0.12842 -0.49876 0.55044 0.48609 + 33 0.51683E-001-0.12842 -0.49876 0.55044 0.48609 + + ELEMENT= 926 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.10481 -0.11893E-001-0.55473 0.65954 0.60962 + 314 0.10481 -0.11893E-001-0.55473 0.65954 0.60962 + 33 0.10481 -0.11893E-001-0.55473 0.65954 0.60962 + 33 0.10481 -0.11893E-001-0.55473 0.65954 0.60962 + 167 0.10481 -0.11893E-001-0.55473 0.65954 0.60962 + 167 0.10481 -0.11893E-001-0.55473 0.65954 0.60962 + 167 0.10481 -0.11893E-001-0.55473 0.65954 0.60962 + 167 0.10481 -0.11893E-001-0.55473 0.65954 0.60962 + + ELEMENT= 927 SOLID185 + NODE S1 S2 S3 SINT SEQV + 313 0.70177 0.13319 -0.49387 1.1956 1.0359 + 166 0.70177 0.13319 -0.49387 1.1956 1.0359 + 167 0.70177 0.13319 -0.49387 1.1956 1.0359 + 167 0.70177 0.13319 -0.49387 1.1956 1.0359 + 11 0.70177 0.13319 -0.49387 1.1956 1.0359 + 11 0.70177 0.13319 -0.49387 1.1956 1.0359 + 11 0.70177 0.13319 -0.49387 1.1956 1.0359 + 11 0.70177 0.13319 -0.49387 1.1956 1.0359 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 928 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.31561 0.11917 -0.11174 0.42736 0.37050 + 326 0.31561 0.11917 -0.11174 0.42736 0.37050 + 314 0.31561 0.11917 -0.11174 0.42736 0.37050 + 314 0.31561 0.11917 -0.11174 0.42736 0.37050 + 274 0.31561 0.11917 -0.11174 0.42736 0.37050 + 274 0.31561 0.11917 -0.11174 0.42736 0.37050 + 274 0.31561 0.11917 -0.11174 0.42736 0.37050 + 274 0.31561 0.11917 -0.11174 0.42736 0.37050 + + ELEMENT= 929 SOLID185 + NODE S1 S2 S3 SINT SEQV + 275 0.60752 0.38285 0.34520E-001 0.57300 0.50007 + 100 0.60752 0.38285 0.34520E-001 0.57300 0.50007 + 96 0.60752 0.38285 0.34520E-001 0.57300 0.50007 + 96 0.60752 0.38285 0.34520E-001 0.57300 0.50007 + 97 0.60752 0.38285 0.34520E-001 0.57300 0.50007 + 97 0.60752 0.38285 0.34520E-001 0.57300 0.50007 + 97 0.60752 0.38285 0.34520E-001 0.57300 0.50007 + 97 0.60752 0.38285 0.34520E-001 0.57300 0.50007 + + ELEMENT= 930 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.17388 0.51135E-001-0.41808 0.59197 0.54114 + 72 0.17388 0.51135E-001-0.41808 0.59197 0.54114 + 250 0.17388 0.51135E-001-0.41808 0.59197 0.54114 + 250 0.17388 0.51135E-001-0.41808 0.59197 0.54114 + 271 0.17388 0.51135E-001-0.41808 0.59197 0.54114 + 271 0.17388 0.51135E-001-0.41808 0.59197 0.54114 + 271 0.17388 0.51135E-001-0.41808 0.59197 0.54114 + 271 0.17388 0.51135E-001-0.41808 0.59197 0.54114 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 931 SOLID185 + NODE S1 S2 S3 SINT SEQV + 286 0.22769 0.25421E-001-0.18282 0.41051 0.35552 + 163 0.22769 0.25421E-001-0.18282 0.41051 0.35552 + 166 0.22769 0.25421E-001-0.18282 0.41051 0.35552 + 166 0.22769 0.25421E-001-0.18282 0.41051 0.35552 + 162 0.22769 0.25421E-001-0.18282 0.41051 0.35552 + 162 0.22769 0.25421E-001-0.18282 0.41051 0.35552 + 162 0.22769 0.25421E-001-0.18282 0.41051 0.35552 + 162 0.22769 0.25421E-001-0.18282 0.41051 0.35552 + + ELEMENT= 932 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 1.0129 0.10868 -0.13456 1.1475 1.0473 + 165 1.0129 0.10868 -0.13456 1.1475 1.0473 + 10 1.0129 0.10868 -0.13456 1.1475 1.0473 + 10 1.0129 0.10868 -0.13456 1.1475 1.0473 + 9 1.0129 0.10868 -0.13456 1.1475 1.0473 + 9 1.0129 0.10868 -0.13456 1.1475 1.0473 + 9 1.0129 0.10868 -0.13456 1.1475 1.0473 + 9 1.0129 0.10868 -0.13456 1.1475 1.0473 + + ELEMENT= 933 SOLID185 + NODE S1 S2 S3 SINT SEQV + 309 0.45676 -0.12013 -0.40807 0.86483 0.76278 + 56 0.45676 -0.12013 -0.40807 0.86483 0.76278 + 55 0.45676 -0.12013 -0.40807 0.86483 0.76278 + 55 0.45676 -0.12013 -0.40807 0.86483 0.76278 + 165 0.45676 -0.12013 -0.40807 0.86483 0.76278 + 165 0.45676 -0.12013 -0.40807 0.86483 0.76278 + 165 0.45676 -0.12013 -0.40807 0.86483 0.76278 + 165 0.45676 -0.12013 -0.40807 0.86483 0.76278 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 934 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.31140 0.29729E-001-0.30623 0.61763 0.53557 + 286 0.31140 0.29729E-001-0.30623 0.61763 0.53557 + 282 0.31140 0.29729E-001-0.30623 0.61763 0.53557 + 282 0.31140 0.29729E-001-0.30623 0.61763 0.53557 + 274 0.31140 0.29729E-001-0.30623 0.61763 0.53557 + 274 0.31140 0.29729E-001-0.30623 0.61763 0.53557 + 274 0.31140 0.29729E-001-0.30623 0.61763 0.53557 + 274 0.31140 0.29729E-001-0.30623 0.61763 0.53557 + + ELEMENT= 935 SOLID185 + NODE S1 S2 S3 SINT SEQV + 274 0.17059 -0.13016E-001-0.29452 0.46512 0.40577 + 163 0.17059 -0.13016E-001-0.29452 0.46512 0.40577 + 164 0.17059 -0.13016E-001-0.29452 0.46512 0.40577 + 164 0.17059 -0.13016E-001-0.29452 0.46512 0.40577 + 167 0.17059 -0.13016E-001-0.29452 0.46512 0.40577 + 167 0.17059 -0.13016E-001-0.29452 0.46512 0.40577 + 167 0.17059 -0.13016E-001-0.29452 0.46512 0.40577 + 167 0.17059 -0.13016E-001-0.29452 0.46512 0.40577 + + ELEMENT= 936 SOLID185 + NODE S1 S2 S3 SINT SEQV + 274 0.14747 -0.69421E-002-0.34080 0.48826 0.43226 + 166 0.14747 -0.69421E-002-0.34080 0.48826 0.43226 + 163 0.14747 -0.69421E-002-0.34080 0.48826 0.43226 + 163 0.14747 -0.69421E-002-0.34080 0.48826 0.43226 + 167 0.14747 -0.69421E-002-0.34080 0.48826 0.43226 + 167 0.14747 -0.69421E-002-0.34080 0.48826 0.43226 + 167 0.14747 -0.69421E-002-0.34080 0.48826 0.43226 + 167 0.14747 -0.69421E-002-0.34080 0.48826 0.43226 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 937 SOLID185 + NODE S1 S2 S3 SINT SEQV + 274 0.14987 -0.90641E-001-0.28530 0.43516 0.37756 + 161 0.14987 -0.90641E-001-0.28530 0.43516 0.37756 + 164 0.14987 -0.90641E-001-0.28530 0.43516 0.37756 + 164 0.14987 -0.90641E-001-0.28530 0.43516 0.37756 + 160 0.14987 -0.90641E-001-0.28530 0.43516 0.37756 + 160 0.14987 -0.90641E-001-0.28530 0.43516 0.37756 + 160 0.14987 -0.90641E-001-0.28530 0.43516 0.37756 + 160 0.14987 -0.90641E-001-0.28530 0.43516 0.37756 + + ELEMENT= 938 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 -0.30456 -0.43841 -1.4458 1.1412 1.0806 + 288 -0.30456 -0.43841 -1.4458 1.1412 1.0806 + 130 -0.30456 -0.43841 -1.4458 1.1412 1.0806 + 130 -0.30456 -0.43841 -1.4458 1.1412 1.0806 + 131 -0.30456 -0.43841 -1.4458 1.1412 1.0806 + 131 -0.30456 -0.43841 -1.4458 1.1412 1.0806 + 131 -0.30456 -0.43841 -1.4458 1.1412 1.0806 + 131 -0.30456 -0.43841 -1.4458 1.1412 1.0806 + + ELEMENT= 939 SOLID185 + NODE S1 S2 S3 SINT SEQV + 217 0.84987 0.21700 -0.43871 1.2886 1.1160 + 191 0.84987 0.21700 -0.43871 1.2886 1.1160 + 190 0.84987 0.21700 -0.43871 1.2886 1.1160 + 190 0.84987 0.21700 -0.43871 1.2886 1.1160 + 187 0.84987 0.21700 -0.43871 1.2886 1.1160 + 187 0.84987 0.21700 -0.43871 1.2886 1.1160 + 187 0.84987 0.21700 -0.43871 1.2886 1.1160 + 187 0.84987 0.21700 -0.43871 1.2886 1.1160 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 940 SOLID185 + NODE S1 S2 S3 SINT SEQV + 285 0.41000 0.16463E-001-0.25119E-001 0.43512 0.41589 + 327 0.41000 0.16463E-001-0.25119E-001 0.43512 0.41589 + 306 0.41000 0.16463E-001-0.25119E-001 0.43512 0.41589 + 306 0.41000 0.16463E-001-0.25119E-001 0.43512 0.41589 + 290 0.41000 0.16463E-001-0.25119E-001 0.43512 0.41589 + 290 0.41000 0.16463E-001-0.25119E-001 0.43512 0.41589 + 290 0.41000 0.16463E-001-0.25119E-001 0.43512 0.41589 + 290 0.41000 0.16463E-001-0.25119E-001 0.43512 0.41589 + + ELEMENT= 941 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.42743 0.27735 -0.17640 0.60383 0.54453 + 97 0.42743 0.27735 -0.17640 0.60383 0.54453 + 96 0.42743 0.27735 -0.17640 0.60383 0.54453 + 96 0.42743 0.27735 -0.17640 0.60383 0.54453 + 33 0.42743 0.27735 -0.17640 0.60383 0.54453 + 33 0.42743 0.27735 -0.17640 0.60383 0.54453 + 33 0.42743 0.27735 -0.17640 0.60383 0.54453 + 33 0.42743 0.27735 -0.17640 0.60383 0.54453 + + ELEMENT= 942 SOLID185 + NODE S1 S2 S3 SINT SEQV + 296 0.53866 0.92533E-001-0.27805 0.81670 0.70829 + 166 0.53866 0.92533E-001-0.27805 0.81670 0.70829 + 10 0.53866 0.92533E-001-0.27805 0.81670 0.70829 + 10 0.53866 0.92533E-001-0.27805 0.81670 0.70829 + 165 0.53866 0.92533E-001-0.27805 0.81670 0.70829 + 165 0.53866 0.92533E-001-0.27805 0.81670 0.70829 + 165 0.53866 0.92533E-001-0.27805 0.81670 0.70829 + 165 0.53866 0.92533E-001-0.27805 0.81670 0.70829 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 943 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.66447 0.92311E-001-0.37963 1.0441 0.90560 + 165 0.66447 0.92311E-001-0.37963 1.0441 0.90560 + 9 0.66447 0.92311E-001-0.37963 1.0441 0.90560 + 9 0.66447 0.92311E-001-0.37963 1.0441 0.90560 + 56 0.66447 0.92311E-001-0.37963 1.0441 0.90560 + 56 0.66447 0.92311E-001-0.37963 1.0441 0.90560 + 56 0.66447 0.92311E-001-0.37963 1.0441 0.90560 + 56 0.66447 0.92311E-001-0.37963 1.0441 0.90560 + + ELEMENT= 944 SOLID185 + NODE S1 S2 S3 SINT SEQV + 271 0.30153 0.17602E-001-0.31971 0.62123 0.53866 + 272 0.30153 0.17602E-001-0.31971 0.62123 0.53866 + 76 0.30153 0.17602E-001-0.31971 0.62123 0.53866 + 76 0.30153 0.17602E-001-0.31971 0.62123 0.53866 + 276 0.30153 0.17602E-001-0.31971 0.62123 0.53866 + 276 0.30153 0.17602E-001-0.31971 0.62123 0.53866 + 276 0.30153 0.17602E-001-0.31971 0.62123 0.53866 + 276 0.30153 0.17602E-001-0.31971 0.62123 0.53866 + + ELEMENT= 945 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 -0.77925E-001-0.11289 -0.65405 0.57612 0.55946 + 132 -0.77925E-001-0.11289 -0.65405 0.57612 0.55946 + 283 -0.77925E-001-0.11289 -0.65405 0.57612 0.55946 + 283 -0.77925E-001-0.11289 -0.65405 0.57612 0.55946 + 135 -0.77925E-001-0.11289 -0.65405 0.57612 0.55946 + 135 -0.77925E-001-0.11289 -0.65405 0.57612 0.55946 + 135 -0.77925E-001-0.11289 -0.65405 0.57612 0.55946 + 135 -0.77925E-001-0.11289 -0.65405 0.57612 0.55946 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 946 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 -0.84503E-001-0.29299 -0.42484 0.34033 0.29722 + 283 -0.84503E-001-0.29299 -0.42484 0.34033 0.29722 + 132 -0.84503E-001-0.29299 -0.42484 0.34033 0.29722 + 132 -0.84503E-001-0.29299 -0.42484 0.34033 0.29722 + 133 -0.84503E-001-0.29299 -0.42484 0.34033 0.29722 + 133 -0.84503E-001-0.29299 -0.42484 0.34033 0.29722 + 133 -0.84503E-001-0.29299 -0.42484 0.34033 0.29722 + 133 -0.84503E-001-0.29299 -0.42484 0.34033 0.29722 + + ELEMENT= 947 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 2.2426 0.11547 -0.28967E-001 2.2715 2.2029 + 115 2.2426 0.11547 -0.28967E-001 2.2715 2.2029 + 114 2.2426 0.11547 -0.28967E-001 2.2715 2.2029 + 114 2.2426 0.11547 -0.28967E-001 2.2715 2.2029 + 111 2.2426 0.11547 -0.28967E-001 2.2715 2.2029 + 111 2.2426 0.11547 -0.28967E-001 2.2715 2.2029 + 111 2.2426 0.11547 -0.28967E-001 2.2715 2.2029 + 111 2.2426 0.11547 -0.28967E-001 2.2715 2.2029 + + ELEMENT= 948 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.5410 0.10870 -0.19709E-001 1.5607 1.5006 + 108 1.5410 0.10870 -0.19709E-001 1.5607 1.5006 + 15 1.5410 0.10870 -0.19709E-001 1.5607 1.5006 + 15 1.5410 0.10870 -0.19709E-001 1.5607 1.5006 + 105 1.5410 0.10870 -0.19709E-001 1.5607 1.5006 + 105 1.5410 0.10870 -0.19709E-001 1.5607 1.5006 + 105 1.5410 0.10870 -0.19709E-001 1.5607 1.5006 + 105 1.5410 0.10870 -0.19709E-001 1.5607 1.5006 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 949 SOLID185 + NODE S1 S2 S3 SINT SEQV + 254 0.62452 0.81745E-002-0.47280 1.0973 0.95272 + 171 0.62452 0.81745E-002-0.47280 1.0973 0.95272 + 168 0.62452 0.81745E-002-0.47280 1.0973 0.95272 + 168 0.62452 0.81745E-002-0.47280 1.0973 0.95272 + 172 0.62452 0.81745E-002-0.47280 1.0973 0.95272 + 172 0.62452 0.81745E-002-0.47280 1.0973 0.95272 + 172 0.62452 0.81745E-002-0.47280 1.0973 0.95272 + 172 0.62452 0.81745E-002-0.47280 1.0973 0.95272 + + ELEMENT= 950 SOLID185 + NODE S1 S2 S3 SINT SEQV + 274 0.43871 0.79100E-001-0.76672E-001 0.51538 0.45782 + 273 0.43871 0.79100E-001-0.76672E-001 0.51538 0.45782 + 313 0.43871 0.79100E-001-0.76672E-001 0.51538 0.45782 + 313 0.43871 0.79100E-001-0.76672E-001 0.51538 0.45782 + 314 0.43871 0.79100E-001-0.76672E-001 0.51538 0.45782 + 314 0.43871 0.79100E-001-0.76672E-001 0.51538 0.45782 + 314 0.43871 0.79100E-001-0.76672E-001 0.51538 0.45782 + 314 0.43871 0.79100E-001-0.76672E-001 0.51538 0.45782 + + ELEMENT= 951 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.42831 -0.10285E-001-0.36875 0.79705 0.69143 + 254 0.42831 -0.10285E-001-0.36875 0.79705 0.69143 + 291 0.42831 -0.10285E-001-0.36875 0.79705 0.69143 + 291 0.42831 -0.10285E-001-0.36875 0.79705 0.69143 + 169 0.42831 -0.10285E-001-0.36875 0.79705 0.69143 + 169 0.42831 -0.10285E-001-0.36875 0.79705 0.69143 + 169 0.42831 -0.10285E-001-0.36875 0.79705 0.69143 + 169 0.42831 -0.10285E-001-0.36875 0.79705 0.69143 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 952 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.16297 -0.47082E-001-0.52025 0.68323 0.60614 + 291 0.16297 -0.47082E-001-0.52025 0.68323 0.60614 + 329 0.16297 -0.47082E-001-0.52025 0.68323 0.60614 + 329 0.16297 -0.47082E-001-0.52025 0.68323 0.60614 + 161 0.16297 -0.47082E-001-0.52025 0.68323 0.60614 + 161 0.16297 -0.47082E-001-0.52025 0.68323 0.60614 + 161 0.16297 -0.47082E-001-0.52025 0.68323 0.60614 + 161 0.16297 -0.47082E-001-0.52025 0.68323 0.60614 + + ELEMENT= 953 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.13656 -0.19168E-001-0.27942 0.41598 0.36402 + 283 0.13656 -0.19168E-001-0.27942 0.41598 0.36402 + 270 0.13656 -0.19168E-001-0.27942 0.41598 0.36402 + 270 0.13656 -0.19168E-001-0.27942 0.41598 0.36402 + 253 0.13656 -0.19168E-001-0.27942 0.41598 0.36402 + 253 0.13656 -0.19168E-001-0.27942 0.41598 0.36402 + 253 0.13656 -0.19168E-001-0.27942 0.41598 0.36402 + 253 0.13656 -0.19168E-001-0.27942 0.41598 0.36402 + + ELEMENT= 954 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.13954 -0.88433E-001-0.36776 0.50730 0.44008 + 293 0.13954 -0.88433E-001-0.36776 0.50730 0.44008 + 283 0.13954 -0.88433E-001-0.36776 0.50730 0.44008 + 283 0.13954 -0.88433E-001-0.36776 0.50730 0.44008 + 282 0.13954 -0.88433E-001-0.36776 0.50730 0.44008 + 282 0.13954 -0.88433E-001-0.36776 0.50730 0.44008 + 282 0.13954 -0.88433E-001-0.36776 0.50730 0.44008 + 282 0.13954 -0.88433E-001-0.36776 0.50730 0.44008 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 955 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 0.55113 -0.51987E-001-0.39667 0.94780 0.83093 + 170 0.55113 -0.51987E-001-0.39667 0.94780 0.83093 + 66 0.55113 -0.51987E-001-0.39667 0.94780 0.83093 + 66 0.55113 -0.51987E-001-0.39667 0.94780 0.83093 + 65 0.55113 -0.51987E-001-0.39667 0.94780 0.83093 + 65 0.55113 -0.51987E-001-0.39667 0.94780 0.83093 + 65 0.55113 -0.51987E-001-0.39667 0.94780 0.83093 + 65 0.55113 -0.51987E-001-0.39667 0.94780 0.83093 + + ELEMENT= 956 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 0.55996 -0.43763E-001-0.31285 0.87281 0.77417 + 67 0.55996 -0.43763E-001-0.31285 0.87281 0.77417 + 170 0.55996 -0.43763E-001-0.31285 0.87281 0.77417 + 170 0.55996 -0.43763E-001-0.31285 0.87281 0.77417 + 169 0.55996 -0.43763E-001-0.31285 0.87281 0.77417 + 169 0.55996 -0.43763E-001-0.31285 0.87281 0.77417 + 169 0.55996 -0.43763E-001-0.31285 0.87281 0.77417 + 169 0.55996 -0.43763E-001-0.31285 0.87281 0.77417 + + ELEMENT= 957 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 0.17895 -0.38784E-002-0.36759 0.54655 0.48189 + 31 0.17895 -0.38784E-002-0.36759 0.54655 0.48189 + 72 0.17895 -0.38784E-002-0.36759 0.54655 0.48189 + 72 0.17895 -0.38784E-002-0.36759 0.54655 0.48189 + 75 0.17895 -0.38784E-002-0.36759 0.54655 0.48189 + 75 0.17895 -0.38784E-002-0.36759 0.54655 0.48189 + 75 0.17895 -0.38784E-002-0.36759 0.54655 0.48189 + 75 0.17895 -0.38784E-002-0.36759 0.54655 0.48189 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 958 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.51510 -0.86137E-002-0.10127 0.61636 0.57566 + 254 0.51510 -0.86137E-002-0.10127 0.61636 0.57566 + 304 0.51510 -0.86137E-002-0.10127 0.61636 0.57566 + 304 0.51510 -0.86137E-002-0.10127 0.61636 0.57566 + 171 0.51510 -0.86137E-002-0.10127 0.61636 0.57566 + 171 0.51510 -0.86137E-002-0.10127 0.61636 0.57566 + 171 0.51510 -0.86137E-002-0.10127 0.61636 0.57566 + 171 0.51510 -0.86137E-002-0.10127 0.61636 0.57566 + + ELEMENT= 959 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.78461 0.36708 0.39172E-001 0.74544 0.64712 + 97 0.78461 0.36708 0.39172E-001 0.74544 0.64712 + 98 0.78461 0.36708 0.39172E-001 0.74544 0.64712 + 98 0.78461 0.36708 0.39172E-001 0.74544 0.64712 + 101 0.78461 0.36708 0.39172E-001 0.74544 0.64712 + 101 0.78461 0.36708 0.39172E-001 0.74544 0.64712 + 101 0.78461 0.36708 0.39172E-001 0.74544 0.64712 + 101 0.78461 0.36708 0.39172E-001 0.74544 0.64712 + + ELEMENT= 960 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 -0.20107E-001-0.45522E-001-0.90686 0.88675 0.87432 + 173 -0.20107E-001-0.45522E-001-0.90686 0.88675 0.87432 + 64 -0.20107E-001-0.45522E-001-0.90686 0.88675 0.87432 + 64 -0.20107E-001-0.45522E-001-0.90686 0.88675 0.87432 + 63 -0.20107E-001-0.45522E-001-0.90686 0.88675 0.87432 + 63 -0.20107E-001-0.45522E-001-0.90686 0.88675 0.87432 + 63 -0.20107E-001-0.45522E-001-0.90686 0.88675 0.87432 + 63 -0.20107E-001-0.45522E-001-0.90686 0.88675 0.87432 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 961 SOLID185 + NODE S1 S2 S3 SINT SEQV + 294 0.29215 -0.16942 -0.57619 0.86834 0.75250 + 132 0.29215 -0.16942 -0.57619 0.86834 0.75250 + 135 0.29215 -0.16942 -0.57619 0.86834 0.75250 + 135 0.29215 -0.16942 -0.57619 0.86834 0.75250 + 65 0.29215 -0.16942 -0.57619 0.86834 0.75250 + 65 0.29215 -0.16942 -0.57619 0.86834 0.75250 + 65 0.29215 -0.16942 -0.57619 0.86834 0.75250 + 65 0.29215 -0.16942 -0.57619 0.86834 0.75250 + + ELEMENT= 962 SOLID185 + NODE S1 S2 S3 SINT SEQV + 258 -0.19505 -0.46289 -1.7789 1.5838 1.4683 + 93 -0.19505 -0.46289 -1.7789 1.5838 1.4683 + 22 -0.19505 -0.46289 -1.7789 1.5838 1.4683 + 22 -0.19505 -0.46289 -1.7789 1.5838 1.4683 + 23 -0.19505 -0.46289 -1.7789 1.5838 1.4683 + 23 -0.19505 -0.46289 -1.7789 1.5838 1.4683 + 23 -0.19505 -0.46289 -1.7789 1.5838 1.4683 + 23 -0.19505 -0.46289 -1.7789 1.5838 1.4683 + + ELEMENT= 963 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 0.20255E-001-0.14333 -2.7943 2.8145 2.7364 + 158 0.20255E-001-0.14333 -2.7943 2.8145 2.7364 + 155 0.20255E-001-0.14333 -2.7943 2.8145 2.7364 + 155 0.20255E-001-0.14333 -2.7943 2.8145 2.7364 + 24 0.20255E-001-0.14333 -2.7943 2.8145 2.7364 + 24 0.20255E-001-0.14333 -2.7943 2.8145 2.7364 + 24 0.20255E-001-0.14333 -2.7943 2.8145 2.7364 + 24 0.20255E-001-0.14333 -2.7943 2.8145 2.7364 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 964 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.70805E-001-0.29180 -1.6535 1.7243 1.5747 + 87 0.70805E-001-0.29180 -1.6535 1.7243 1.5747 + 91 0.70805E-001-0.29180 -1.6535 1.7243 1.5747 + 91 0.70805E-001-0.29180 -1.6535 1.7243 1.5747 + 90 0.70805E-001-0.29180 -1.6535 1.7243 1.5747 + 90 0.70805E-001-0.29180 -1.6535 1.7243 1.5747 + 90 0.70805E-001-0.29180 -1.6535 1.7243 1.5747 + 90 0.70805E-001-0.29180 -1.6535 1.7243 1.5747 + + ELEMENT= 965 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.14148 -0.16130 -2.7130 2.8545 2.7158 + 157 0.14148 -0.16130 -2.7130 2.8545 2.7158 + 153 0.14148 -0.16130 -2.7130 2.8545 2.7158 + 153 0.14148 -0.16130 -2.7130 2.8545 2.7158 + 154 0.14148 -0.16130 -2.7130 2.8545 2.7158 + 154 0.14148 -0.16130 -2.7130 2.8545 2.7158 + 154 0.14148 -0.16130 -2.7130 2.8545 2.7158 + 154 0.14148 -0.16130 -2.7130 2.8545 2.7158 + + ELEMENT= 966 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 0.53665 0.10059 -1.1814 1.7180 1.5468 + 57 0.53665 0.10059 -1.1814 1.7180 1.5468 + 194 0.53665 0.10059 -1.1814 1.7180 1.5468 + 194 0.53665 0.10059 -1.1814 1.7180 1.5468 + 191 0.53665 0.10059 -1.1814 1.7180 1.5468 + 191 0.53665 0.10059 -1.1814 1.7180 1.5468 + 191 0.53665 0.10059 -1.1814 1.7180 1.5468 + 191 0.53665 0.10059 -1.1814 1.7180 1.5468 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 967 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.12138 -0.27958 -2.7994 2.9208 2.7423 + 157 0.12138 -0.27958 -2.7994 2.9208 2.7423 + 156 0.12138 -0.27958 -2.7994 2.9208 2.7423 + 156 0.12138 -0.27958 -2.7994 2.9208 2.7423 + 153 0.12138 -0.27958 -2.7994 2.9208 2.7423 + 153 0.12138 -0.27958 -2.7994 2.9208 2.7423 + 153 0.12138 -0.27958 -2.7994 2.9208 2.7423 + 153 0.12138 -0.27958 -2.7994 2.9208 2.7423 + + ELEMENT= 968 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 127 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 128 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 128 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 131 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 131 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 131 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 131 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + + ELEMENT= 969 SOLID185 + NODE S1 S2 S3 SINT SEQV + 284 -0.47052 -1.0777 -3.6330 3.1625 2.9068 + 51 -0.47052 -1.0777 -3.6330 3.1625 2.9068 + 7 -0.47052 -1.0777 -3.6330 3.1625 2.9068 + 7 -0.47052 -1.0777 -3.6330 3.1625 2.9068 + 57 -0.47052 -1.0777 -3.6330 3.1625 2.9068 + 57 -0.47052 -1.0777 -3.6330 3.1625 2.9068 + 57 -0.47052 -1.0777 -3.6330 3.1625 2.9068 + 57 -0.47052 -1.0777 -3.6330 3.1625 2.9068 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 970 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 -0.27542 -0.57299 -1.7041 1.4287 1.3056 + 208 -0.27542 -0.57299 -1.7041 1.4287 1.3056 + 211 -0.27542 -0.57299 -1.7041 1.4287 1.3056 + 211 -0.27542 -0.57299 -1.7041 1.4287 1.3056 + 216 -0.27542 -0.57299 -1.7041 1.4287 1.3056 + 216 -0.27542 -0.57299 -1.7041 1.4287 1.3056 + 216 -0.27542 -0.57299 -1.7041 1.4287 1.3056 + 216 -0.27542 -0.57299 -1.7041 1.4287 1.3056 + + ELEMENT= 971 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 0.91317E-001-0.60355E-001 -2.6459 2.7372 2.6646 + 155 0.91317E-001-0.60355E-001 -2.6459 2.7372 2.6646 + 25 0.91317E-001-0.60355E-001 -2.6459 2.7372 2.6646 + 25 0.91317E-001-0.60355E-001 -2.6459 2.7372 2.6646 + 24 0.91317E-001-0.60355E-001 -2.6459 2.7372 2.6646 + 24 0.91317E-001-0.60355E-001 -2.6459 2.7372 2.6646 + 24 0.91317E-001-0.60355E-001 -2.6459 2.7372 2.6646 + 24 0.91317E-001-0.60355E-001 -2.6459 2.7372 2.6646 + + ELEMENT= 972 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 126 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 130 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 130 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 129 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 129 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 129 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 129 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 973 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.33052 -0.45523E-001-0.69912 1.0296 0.90243 + 215 0.33052 -0.45523E-001-0.69912 1.0296 0.90243 + 257 0.33052 -0.45523E-001-0.69912 1.0296 0.90243 + 257 0.33052 -0.45523E-001-0.69912 1.0296 0.90243 + 236 0.33052 -0.45523E-001-0.69912 1.0296 0.90243 + 236 0.33052 -0.45523E-001-0.69912 1.0296 0.90243 + 236 0.33052 -0.45523E-001-0.69912 1.0296 0.90243 + 236 0.33052 -0.45523E-001-0.69912 1.0296 0.90243 + + ELEMENT= 974 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 2.7488 0.37811 0.18394 2.5649 2.4735 + 189 2.7488 0.37811 0.18394 2.5649 2.4735 + 43 2.7488 0.37811 0.18394 2.5649 2.4735 + 43 2.7488 0.37811 0.18394 2.5649 2.4735 + 42 2.7488 0.37811 0.18394 2.5649 2.4735 + 42 2.7488 0.37811 0.18394 2.5649 2.4735 + 42 2.7488 0.37811 0.18394 2.5649 2.4735 + 42 2.7488 0.37811 0.18394 2.5649 2.4735 + + ELEMENT= 975 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 0.17022 -0.14442 -2.7486 2.9189 2.7749 + 153 0.17022 -0.14442 -2.7486 2.9189 2.7749 + 156 0.17022 -0.14442 -2.7486 2.9189 2.7749 + 156 0.17022 -0.14442 -2.7486 2.9189 2.7749 + 58 0.17022 -0.14442 -2.7486 2.9189 2.7749 + 58 0.17022 -0.14442 -2.7486 2.9189 2.7749 + 58 0.17022 -0.14442 -2.7486 2.9189 2.7749 + 58 0.17022 -0.14442 -2.7486 2.9189 2.7749 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 976 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.12660 -0.93680E-001 -1.7670 1.8936 1.7936 + 207 0.12660 -0.93680E-001 -1.7670 1.8936 1.7936 + 216 0.12660 -0.93680E-001 -1.7670 1.8936 1.7936 + 216 0.12660 -0.93680E-001 -1.7670 1.8936 1.7936 + 154 0.12660 -0.93680E-001 -1.7670 1.8936 1.7936 + 154 0.12660 -0.93680E-001 -1.7670 1.8936 1.7936 + 154 0.12660 -0.93680E-001 -1.7670 1.8936 1.7936 + 154 0.12660 -0.93680E-001 -1.7670 1.8936 1.7936 + + ELEMENT= 977 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 0.66916E-001-0.30123E-002-0.95805E-001 0.16272 0.14138 + 264 0.66916E-001-0.30123E-002-0.95805E-001 0.16272 0.14138 + 262 0.66916E-001-0.30123E-002-0.95805E-001 0.16272 0.14138 + 262 0.66916E-001-0.30123E-002-0.95805E-001 0.16272 0.14138 + 128 0.66916E-001-0.30123E-002-0.95805E-001 0.16272 0.14138 + 128 0.66916E-001-0.30123E-002-0.95805E-001 0.16272 0.14138 + 128 0.66916E-001-0.30123E-002-0.95805E-001 0.16272 0.14138 + 128 0.66916E-001-0.30123E-002-0.95805E-001 0.16272 0.14138 + + ELEMENT= 978 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 -0.33691 -0.62959 -1.4742 1.1373 1.0229 + 300 -0.33691 -0.62959 -1.4742 1.1373 1.0229 + 130 -0.33691 -0.62959 -1.4742 1.1373 1.0229 + 130 -0.33691 -0.62959 -1.4742 1.1373 1.0229 + 267 -0.33691 -0.62959 -1.4742 1.1373 1.0229 + 267 -0.33691 -0.62959 -1.4742 1.1373 1.0229 + 267 -0.33691 -0.62959 -1.4742 1.1373 1.0229 + 267 -0.33691 -0.62959 -1.4742 1.1373 1.0229 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 979 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.11558 -0.50241E-001-0.72460 0.84018 0.77076 + 90 0.11558 -0.50241E-001-0.72460 0.84018 0.77076 + 221 0.11558 -0.50241E-001-0.72460 0.84018 0.77076 + 221 0.11558 -0.50241E-001-0.72460 0.84018 0.77076 + 91 0.11558 -0.50241E-001-0.72460 0.84018 0.77076 + 91 0.11558 -0.50241E-001-0.72460 0.84018 0.77076 + 91 0.11558 -0.50241E-001-0.72460 0.84018 0.77076 + 91 0.11558 -0.50241E-001-0.72460 0.84018 0.77076 + + ELEMENT= 980 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.93644E-001-0.18720 -1.4334 1.5270 1.4078 + 87 0.93644E-001-0.18720 -1.4334 1.5270 1.4078 + 84 0.93644E-001-0.18720 -1.4334 1.5270 1.4078 + 84 0.93644E-001-0.18720 -1.4334 1.5270 1.4078 + 88 0.93644E-001-0.18720 -1.4334 1.5270 1.4078 + 88 0.93644E-001-0.18720 -1.4334 1.5270 1.4078 + 88 0.93644E-001-0.18720 -1.4334 1.5270 1.4078 + 88 0.93644E-001-0.18720 -1.4334 1.5270 1.4078 + + ELEMENT= 981 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 129 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 130 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 130 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 52 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 52 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 52 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 52 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 982 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 0.85320E-001 0.90878E-002 -1.6669 1.7523 1.7154 + 25 0.85320E-001 0.90878E-002 -1.6669 1.7523 1.7154 + 245 0.85320E-001 0.90878E-002 -1.6669 1.7523 1.7154 + 245 0.85320E-001 0.90878E-002 -1.6669 1.7523 1.7154 + 90 0.85320E-001 0.90878E-002 -1.6669 1.7523 1.7154 + 90 0.85320E-001 0.90878E-002 -1.6669 1.7523 1.7154 + 90 0.85320E-001 0.90878E-002 -1.6669 1.7523 1.7154 + 90 0.85320E-001 0.90878E-002 -1.6669 1.7523 1.7154 + + ELEMENT= 983 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.78554E-001-0.81225E-001 -2.4759 2.5545 2.4784 + 151 0.78554E-001-0.81225E-001 -2.4759 2.5545 2.4784 + 155 0.78554E-001-0.81225E-001 -2.4759 2.5545 2.4784 + 155 0.78554E-001-0.81225E-001 -2.4759 2.5545 2.4784 + 154 0.78554E-001-0.81225E-001 -2.4759 2.5545 2.4784 + 154 0.78554E-001-0.81225E-001 -2.4759 2.5545 2.4784 + 154 0.78554E-001-0.81225E-001 -2.4759 2.5545 2.4784 + 154 0.78554E-001-0.81225E-001 -2.4759 2.5545 2.4784 + + ELEMENT= 984 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 -0.38625E-001-0.22203 -2.1777 2.1390 2.0535 + 151 -0.38625E-001-0.22203 -2.1777 2.1390 2.0535 + 148 -0.38625E-001-0.22203 -2.1777 2.1390 2.0535 + 148 -0.38625E-001-0.22203 -2.1777 2.1390 2.0535 + 152 -0.38625E-001-0.22203 -2.1777 2.1390 2.0535 + 152 -0.38625E-001-0.22203 -2.1777 2.1390 2.0535 + 152 -0.38625E-001-0.22203 -2.1777 2.1390 2.0535 + 152 -0.38625E-001-0.22203 -2.1777 2.1390 2.0535 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 985 SOLID185 + NODE S1 S2 S3 SINT SEQV + 262 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 50 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 128 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 128 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 49 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 49 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 49 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 49 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + + ELEMENT= 986 SOLID185 + NODE S1 S2 S3 SINT SEQV + 209 0.19272 -0.57666E-002-0.30051 0.49323 0.42985 + 196 0.19272 -0.57666E-002-0.30051 0.49323 0.42985 + 211 0.19272 -0.57666E-002-0.30051 0.49323 0.42985 + 211 0.19272 -0.57666E-002-0.30051 0.49323 0.42985 + 206 0.19272 -0.57666E-002-0.30051 0.49323 0.42985 + 206 0.19272 -0.57666E-002-0.30051 0.49323 0.42985 + 206 0.19272 -0.57666E-002-0.30051 0.49323 0.42985 + 206 0.19272 -0.57666E-002-0.30051 0.49323 0.42985 + + ELEMENT= 987 SOLID185 + NODE S1 S2 S3 SINT SEQV + 207 0.64634E-001-0.22170 -2.5281 2.5927 2.4621 + 154 0.64634E-001-0.22170 -2.5281 2.5927 2.4621 + 150 0.64634E-001-0.22170 -2.5281 2.5927 2.4621 + 150 0.64634E-001-0.22170 -2.5281 2.5927 2.4621 + 151 0.64634E-001-0.22170 -2.5281 2.5927 2.4621 + 151 0.64634E-001-0.22170 -2.5281 2.5927 2.4621 + 151 0.64634E-001-0.22170 -2.5281 2.5927 2.4621 + 151 0.64634E-001-0.22170 -2.5281 2.5927 2.4621 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 988 SOLID185 + NODE S1 S2 S3 SINT SEQV + 245 0.25203 0.45579E-001 -1.1636 1.4156 1.3245 + 26 0.25203 0.45579E-001 -1.1636 1.4156 1.3245 + 87 0.25203 0.45579E-001 -1.1636 1.4156 1.3245 + 87 0.25203 0.45579E-001 -1.1636 1.4156 1.3245 + 90 0.25203 0.45579E-001 -1.1636 1.4156 1.3245 + 90 0.25203 0.45579E-001 -1.1636 1.4156 1.3245 + 90 0.25203 0.45579E-001 -1.1636 1.4156 1.3245 + 90 0.25203 0.45579E-001 -1.1636 1.4156 1.3245 + + ELEMENT= 989 SOLID185 + NODE S1 S2 S3 SINT SEQV + 206 0.14321 -0.81538E-001 -2.0571 2.2004 2.0970 + 148 0.14321 -0.81538E-001 -2.0571 2.2004 2.0970 + 151 0.14321 -0.81538E-001 -2.0571 2.2004 2.0970 + 151 0.14321 -0.81538E-001 -2.0571 2.2004 2.0970 + 147 0.14321 -0.81538E-001 -2.0571 2.2004 2.0970 + 147 0.14321 -0.81538E-001 -2.0571 2.2004 2.0970 + 147 0.14321 -0.81538E-001 -2.0571 2.2004 2.0970 + 147 0.14321 -0.81538E-001 -2.0571 2.2004 2.0970 + + ELEMENT= 990 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.16771E-001-0.13078 -0.52320 0.53997 0.48339 + 137 0.16771E-001-0.13078 -0.52320 0.53997 0.48339 + 136 0.16771E-001-0.13078 -0.52320 0.53997 0.48339 + 136 0.16771E-001-0.13078 -0.52320 0.53997 0.48339 + 133 0.16771E-001-0.13078 -0.52320 0.53997 0.48339 + 133 0.16771E-001-0.13078 -0.52320 0.53997 0.48339 + 133 0.16771E-001-0.13078 -0.52320 0.53997 0.48339 + 133 0.16771E-001-0.13078 -0.52320 0.53997 0.48339 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 991 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 0.12662 -0.62608E-001 -2.1170 2.2437 2.1553 + 150 0.12662 -0.62608E-001 -2.1170 2.2437 2.1553 + 59 0.12662 -0.62608E-001 -2.1170 2.2437 2.1553 + 59 0.12662 -0.62608E-001 -2.1170 2.2437 2.1553 + 60 0.12662 -0.62608E-001 -2.1170 2.2437 2.1553 + 60 0.12662 -0.62608E-001 -2.1170 2.2437 2.1553 + 60 0.12662 -0.62608E-001 -2.1170 2.2437 2.1553 + 60 0.12662 -0.62608E-001 -2.1170 2.2437 2.1553 + + ELEMENT= 992 SOLID185 + NODE S1 S2 S3 SINT SEQV + 180 0.78439 0.12508E-001-0.10624 0.89063 0.83759 + 183 0.78439 0.12508E-001-0.10624 0.89063 0.83759 + 266 0.78439 0.12508E-001-0.10624 0.89063 0.83759 + 266 0.78439 0.12508E-001-0.10624 0.89063 0.83759 + 40 0.78439 0.12508E-001-0.10624 0.89063 0.83759 + 40 0.78439 0.12508E-001-0.10624 0.89063 0.83759 + 40 0.78439 0.12508E-001-0.10624 0.89063 0.83759 + 40 0.78439 0.12508E-001-0.10624 0.89063 0.83759 + + ELEMENT= 993 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.35491 0.27447E-001-0.40397 0.75887 0.65926 + 248 0.35491 0.27447E-001-0.40397 0.75887 0.65926 + 88 0.35491 0.27447E-001-0.40397 0.75887 0.65926 + 88 0.35491 0.27447E-001-0.40397 0.75887 0.65926 + 85 0.35491 0.27447E-001-0.40397 0.75887 0.65926 + 85 0.35491 0.27447E-001-0.40397 0.75887 0.65926 + 85 0.35491 0.27447E-001-0.40397 0.75887 0.65926 + 85 0.35491 0.27447E-001-0.40397 0.75887 0.65926 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 994 SOLID185 + NODE S1 S2 S3 SINT SEQV + 152 -0.62657E-001-0.18099 -2.0292 1.9666 1.9101 + 203 -0.62657E-001-0.18099 -2.0292 1.9666 1.9101 + 149 -0.62657E-001-0.18099 -2.0292 1.9666 1.9101 + 149 -0.62657E-001-0.18099 -2.0292 1.9666 1.9101 + 148 -0.62657E-001-0.18099 -2.0292 1.9666 1.9101 + 148 -0.62657E-001-0.18099 -2.0292 1.9666 1.9101 + 148 -0.62657E-001-0.18099 -2.0292 1.9666 1.9101 + 148 -0.62657E-001-0.18099 -2.0292 1.9666 1.9101 + + ELEMENT= 995 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.66852E-001-0.56619E-001 -1.0051 1.0719 1.0158 + 146 0.66852E-001-0.56619E-001 -1.0051 1.0719 1.0158 + 241 0.66852E-001-0.56619E-001 -1.0051 1.0719 1.0158 + 241 0.66852E-001-0.56619E-001 -1.0051 1.0719 1.0158 + 289 0.66852E-001-0.56619E-001 -1.0051 1.0719 1.0158 + 289 0.66852E-001-0.56619E-001 -1.0051 1.0719 1.0158 + 289 0.66852E-001-0.56619E-001 -1.0051 1.0719 1.0158 + 289 0.66852E-001-0.56619E-001 -1.0051 1.0719 1.0158 + + ELEMENT= 996 SOLID185 + NODE S1 S2 S3 SINT SEQV + 292 0.18472E-001-0.41155E-001 -1.9164 1.9349 1.9057 + 27 0.18472E-001-0.41155E-001 -1.9164 1.9349 1.9057 + 149 0.18472E-001-0.41155E-001 -1.9164 1.9349 1.9057 + 149 0.18472E-001-0.41155E-001 -1.9164 1.9349 1.9057 + 146 0.18472E-001-0.41155E-001 -1.9164 1.9349 1.9057 + 146 0.18472E-001-0.41155E-001 -1.9164 1.9349 1.9057 + 146 0.18472E-001-0.41155E-001 -1.9164 1.9349 1.9057 + 146 0.18472E-001-0.41155E-001 -1.9164 1.9349 1.9057 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 997 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 -0.41993E-001-0.15548 -1.5155 1.4735 1.4202 + 142 -0.41993E-001-0.15548 -1.5155 1.4735 1.4202 + 143 -0.41993E-001-0.15548 -1.5155 1.4735 1.4202 + 143 -0.41993E-001-0.15548 -1.5155 1.4735 1.4202 + 146 -0.41993E-001-0.15548 -1.5155 1.4735 1.4202 + 146 -0.41993E-001-0.15548 -1.5155 1.4735 1.4202 + 146 -0.41993E-001-0.15548 -1.5155 1.4735 1.4202 + 146 -0.41993E-001-0.15548 -1.5155 1.4735 1.4202 + + ELEMENT= 998 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.11954 -0.22809 -1.3558 1.4753 1.3359 + 81 0.11954 -0.22809 -1.3558 1.4753 1.3359 + 85 0.11954 -0.22809 -1.3558 1.4753 1.3359 + 85 0.11954 -0.22809 -1.3558 1.4753 1.3359 + 84 0.11954 -0.22809 -1.3558 1.4753 1.3359 + 84 0.11954 -0.22809 -1.3558 1.4753 1.3359 + 84 0.11954 -0.22809 -1.3558 1.4753 1.3359 + 84 0.11954 -0.22809 -1.3558 1.4753 1.3359 + + ELEMENT= 999 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.77729E-001 0.15838E-001 -1.3492 1.4269 1.3970 + 142 0.77729E-001 0.15838E-001 -1.3492 1.4269 1.3970 + 146 0.77729E-001 0.15838E-001 -1.3492 1.4269 1.3970 + 146 0.77729E-001 0.15838E-001 -1.3492 1.4269 1.3970 + 145 0.77729E-001 0.15838E-001 -1.3492 1.4269 1.3970 + 145 0.77729E-001 0.15838E-001 -1.3492 1.4269 1.3970 + 145 0.77729E-001 0.15838E-001 -1.3492 1.4269 1.3970 + 145 0.77729E-001 0.15838E-001 -1.3492 1.4269 1.3970 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1000 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.28729 -0.22722 -1.2641 1.5514 1.3687 + 221 0.28729 -0.22722 -1.2641 1.5514 1.3687 + 236 0.28729 -0.22722 -1.2641 1.5514 1.3687 + 236 0.28729 -0.22722 -1.2641 1.5514 1.3687 + 91 0.28729 -0.22722 -1.2641 1.5514 1.3687 + 91 0.28729 -0.22722 -1.2641 1.5514 1.3687 + 91 0.28729 -0.22722 -1.2641 1.5514 1.3687 + 91 0.28729 -0.22722 -1.2641 1.5514 1.3687 + + ELEMENT= 1001 SOLID185 + NODE S1 S2 S3 SINT SEQV + 242 0.24781E-001-0.18254 -1.5071 1.5319 1.4394 + 241 0.24781E-001-0.18254 -1.5071 1.5319 1.4394 + 146 0.24781E-001-0.18254 -1.5071 1.5319 1.4394 + 146 0.24781E-001-0.18254 -1.5071 1.5319 1.4394 + 143 0.24781E-001-0.18254 -1.5071 1.5319 1.4394 + 143 0.24781E-001-0.18254 -1.5071 1.5319 1.4394 + 143 0.24781E-001-0.18254 -1.5071 1.5319 1.4394 + 143 0.24781E-001-0.18254 -1.5071 1.5319 1.4394 + + ELEMENT= 1002 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.12660 -0.60399E-001-0.64965 0.77625 0.70169 + 206 0.12660 -0.60399E-001-0.64965 0.77625 0.70169 + 196 0.12660 -0.60399E-001-0.64965 0.77625 0.70169 + 196 0.12660 -0.60399E-001-0.64965 0.77625 0.70169 + 203 0.12660 -0.60399E-001-0.64965 0.77625 0.70169 + 203 0.12660 -0.60399E-001-0.64965 0.77625 0.70169 + 203 0.12660 -0.60399E-001-0.64965 0.77625 0.70169 + 203 0.12660 -0.60399E-001-0.64965 0.77625 0.70169 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1003 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.11132 -0.19410E-001 -1.4531 1.5644 1.5033 + 144 0.11132 -0.19410E-001 -1.4531 1.5644 1.5033 + 61 0.11132 -0.19410E-001 -1.4531 1.5644 1.5033 + 61 0.11132 -0.19410E-001 -1.4531 1.5644 1.5033 + 62 0.11132 -0.19410E-001 -1.4531 1.5644 1.5033 + 62 0.11132 -0.19410E-001 -1.4531 1.5644 1.5033 + 62 0.11132 -0.19410E-001 -1.4531 1.5644 1.5033 + 62 0.11132 -0.19410E-001 -1.4531 1.5644 1.5033 + + ELEMENT= 1004 SOLID185 + NODE S1 S2 S3 SINT SEQV + 318 0.51543E-001-0.11175 -1.8731 1.9246 1.8484 + 147 0.51543E-001-0.11175 -1.8731 1.9246 1.8484 + 61 0.51543E-001-0.11175 -1.8731 1.9246 1.8484 + 61 0.51543E-001-0.11175 -1.8731 1.9246 1.8484 + 144 0.51543E-001-0.11175 -1.8731 1.9246 1.8484 + 144 0.51543E-001-0.11175 -1.8731 1.9246 1.8484 + 144 0.51543E-001-0.11175 -1.8731 1.9246 1.8484 + 144 0.51543E-001-0.11175 -1.8731 1.9246 1.8484 + + ELEMENT= 1005 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 0.73799 0.47708E-001-0.83686E-001 0.82168 0.76450 + 95 0.73799 0.47708E-001-0.83686E-001 0.82168 0.76450 + 303 0.73799 0.47708E-001-0.83686E-001 0.82168 0.76450 + 303 0.73799 0.47708E-001-0.83686E-001 0.82168 0.76450 + 94 0.73799 0.47708E-001-0.83686E-001 0.82168 0.76450 + 94 0.73799 0.47708E-001-0.83686E-001 0.82168 0.76450 + 94 0.73799 0.47708E-001-0.83686E-001 0.82168 0.76450 + 94 0.73799 0.47708E-001-0.83686E-001 0.82168 0.76450 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1006 SOLID185 + NODE S1 S2 S3 SINT SEQV + 115 2.1063 0.90523E-001-0.25438E-001 2.1317 2.0762 + 210 2.1063 0.90523E-001-0.25438E-001 2.1317 2.0762 + 213 2.1063 0.90523E-001-0.25438E-001 2.1317 2.0762 + 213 2.1063 0.90523E-001-0.25438E-001 2.1317 2.0762 + 112 2.1063 0.90523E-001-0.25438E-001 2.1317 2.0762 + 112 2.1063 0.90523E-001-0.25438E-001 2.1317 2.0762 + 112 2.1063 0.90523E-001-0.25438E-001 2.1317 2.0762 + 112 2.1063 0.90523E-001-0.25438E-001 2.1317 2.0762 + + ELEMENT= 1007 SOLID185 + NODE S1 S2 S3 SINT SEQV + 284 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 7 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 131 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 131 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 50 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 50 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 50 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 50 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + + ELEMENT= 1008 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 0.44264E-001-0.13039 -1.1339 1.1781 1.1013 + 257 0.44264E-001-0.13039 -1.1339 1.1781 1.1013 + 127 0.44264E-001-0.13039 -1.1339 1.1781 1.1013 + 127 0.44264E-001-0.13039 -1.1339 1.1781 1.1013 + 130 0.44264E-001-0.13039 -1.1339 1.1781 1.1013 + 130 0.44264E-001-0.13039 -1.1339 1.1781 1.1013 + 130 0.44264E-001-0.13039 -1.1339 1.1781 1.1013 + 130 0.44264E-001-0.13039 -1.1339 1.1781 1.1013 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1009 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.18323 0.32589E-002-0.83963 1.0229 0.94581 + 231 0.18323 0.32589E-002-0.83963 1.0229 0.94581 + 182 0.18323 0.32589E-002-0.83963 1.0229 0.94581 + 182 0.18323 0.32589E-002-0.83963 1.0229 0.94581 + 179 0.18323 0.32589E-002-0.83963 1.0229 0.94581 + 179 0.18323 0.32589E-002-0.83963 1.0229 0.94581 + 179 0.18323 0.32589E-002-0.83963 1.0229 0.94581 + 179 0.18323 0.32589E-002-0.83963 1.0229 0.94581 + + ELEMENT= 1010 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 0.44301 -0.14155E-001-0.14166 0.58467 0.53249 + 316 0.44301 -0.14155E-001-0.14166 0.58467 0.53249 + 80 0.44301 -0.14155E-001-0.14166 0.58467 0.53249 + 80 0.44301 -0.14155E-001-0.14166 0.58467 0.53249 + 239 0.44301 -0.14155E-001-0.14166 0.58467 0.53249 + 239 0.44301 -0.14155E-001-0.14166 0.58467 0.53249 + 239 0.44301 -0.14155E-001-0.14166 0.58467 0.53249 + 239 0.44301 -0.14155E-001-0.14166 0.58467 0.53249 + + ELEMENT= 1011 SOLID185 + NODE S1 S2 S3 SINT SEQV + 222 1.6094 0.10717 -0.14420E-001 1.6238 1.5666 + 105 1.6094 0.10717 -0.14420E-001 1.6238 1.5666 + 106 1.6094 0.10717 -0.14420E-001 1.6238 1.5666 + 106 1.6094 0.10717 -0.14420E-001 1.6238 1.5666 + 109 1.6094 0.10717 -0.14420E-001 1.6238 1.5666 + 109 1.6094 0.10717 -0.14420E-001 1.6238 1.5666 + 109 1.6094 0.10717 -0.14420E-001 1.6238 1.5666 + 109 1.6094 0.10717 -0.14420E-001 1.6238 1.5666 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1012 SOLID185 + NODE S1 S2 S3 SINT SEQV + 281 -0.70595E-001-0.15426 -1.1479 1.0773 1.0380 + 140 -0.70595E-001-0.15426 -1.1479 1.0773 1.0380 + 143 -0.70595E-001-0.15426 -1.1479 1.0773 1.0380 + 143 -0.70595E-001-0.15426 -1.1479 1.0773 1.0380 + 139 -0.70595E-001-0.15426 -1.1479 1.0773 1.0380 + 139 -0.70595E-001-0.15426 -1.1479 1.0773 1.0380 + 139 -0.70595E-001-0.15426 -1.1479 1.0773 1.0380 + 139 -0.70595E-001-0.15426 -1.1479 1.0773 1.0380 + + ELEMENT= 1013 SOLID185 + NODE S1 S2 S3 SINT SEQV + 226 0.25085 -0.11792 -0.38175 0.63259 0.55035 + 178 0.25085 -0.11792 -0.38175 0.63259 0.55035 + 174 0.25085 -0.11792 -0.38175 0.63259 0.55035 + 174 0.25085 -0.11792 -0.38175 0.63259 0.55035 + 175 0.25085 -0.11792 -0.38175 0.63259 0.55035 + 175 0.25085 -0.11792 -0.38175 0.63259 0.55035 + 175 0.25085 -0.11792 -0.38175 0.63259 0.55035 + 175 0.25085 -0.11792 -0.38175 0.63259 0.55035 + + ELEMENT= 1014 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.10124 -0.15050 -1.3674 1.4686 1.3604 + 244 0.10124 -0.15050 -1.3674 1.4686 1.3604 + 292 0.10124 -0.15050 -1.3674 1.4686 1.3604 + 292 0.10124 -0.15050 -1.3674 1.4686 1.3604 + 84 0.10124 -0.15050 -1.3674 1.4686 1.3604 + 84 0.10124 -0.15050 -1.3674 1.4686 1.3604 + 84 0.10124 -0.15050 -1.3674 1.4686 1.3604 + 84 0.10124 -0.15050 -1.3674 1.4686 1.3604 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1015 SOLID185 + NODE S1 S2 S3 SINT SEQV + 141 0.16416E-001-0.11028 -1.4524 1.4689 1.4098 + 202 0.16416E-001-0.11028 -1.4524 1.4689 1.4098 + 144 0.16416E-001-0.11028 -1.4524 1.4689 1.4098 + 144 0.16416E-001-0.11028 -1.4524 1.4689 1.4098 + 145 0.16416E-001-0.11028 -1.4524 1.4689 1.4098 + 145 0.16416E-001-0.11028 -1.4524 1.4689 1.4098 + 145 0.16416E-001-0.11028 -1.4524 1.4689 1.4098 + 145 0.16416E-001-0.11028 -1.4524 1.4689 1.4098 + + ELEMENT= 1016 SOLID185 + NODE S1 S2 S3 SINT SEQV + 226 0.93216 0.84765E-001-0.23766 1.1698 1.0465 + 178 0.93216 0.84765E-001-0.23766 1.1698 1.0465 + 177 0.93216 0.84765E-001-0.23766 1.1698 1.0465 + 177 0.93216 0.84765E-001-0.23766 1.1698 1.0465 + 174 0.93216 0.84765E-001-0.23766 1.1698 1.0465 + 174 0.93216 0.84765E-001-0.23766 1.1698 1.0465 + 174 0.93216 0.84765E-001-0.23766 1.1698 1.0465 + 174 0.93216 0.84765E-001-0.23766 1.1698 1.0465 + + ELEMENT= 1017 SOLID185 + NODE S1 S2 S3 SINT SEQV + 228 0.75141E-001-0.98770E-001 -1.2829 1.3580 1.2800 + 63 0.75141E-001-0.98770E-001 -1.2829 1.3580 1.2800 + 138 0.75141E-001-0.98770E-001 -1.2829 1.3580 1.2800 + 138 0.75141E-001-0.98770E-001 -1.2829 1.3580 1.2800 + 141 0.75141E-001-0.98770E-001 -1.2829 1.3580 1.2800 + 141 0.75141E-001-0.98770E-001 -1.2829 1.3580 1.2800 + 141 0.75141E-001-0.98770E-001 -1.2829 1.3580 1.2800 + 141 0.75141E-001-0.98770E-001 -1.2829 1.3580 1.2800 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1018 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 0.37079E-001-0.93055E-001-0.72658 0.76366 0.70762 + 252 0.37079E-001-0.93055E-001-0.72658 0.76366 0.70762 + 299 0.37079E-001-0.93055E-001-0.72658 0.76366 0.70762 + 299 0.37079E-001-0.93055E-001-0.72658 0.76366 0.70762 + 271 0.37079E-001-0.93055E-001-0.72658 0.76366 0.70762 + 271 0.37079E-001-0.93055E-001-0.72658 0.76366 0.70762 + 271 0.37079E-001-0.93055E-001-0.72658 0.76366 0.70762 + 271 0.37079E-001-0.93055E-001-0.72658 0.76366 0.70762 + + ELEMENT= 1019 SOLID185 + NODE S1 S2 S3 SINT SEQV + 327 0.79589 0.46964E-001-0.20296 0.99885 0.90029 + 290 0.79589 0.46964E-001-0.20296 0.99885 0.90029 + 316 0.79589 0.46964E-001-0.20296 0.99885 0.90029 + 316 0.79589 0.46964E-001-0.20296 0.99885 0.90029 + 331 0.79589 0.46964E-001-0.20296 0.99885 0.90029 + 331 0.79589 0.46964E-001-0.20296 0.99885 0.90029 + 331 0.79589 0.46964E-001-0.20296 0.99885 0.90029 + 331 0.79589 0.46964E-001-0.20296 0.99885 0.90029 + + ELEMENT= 1020 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 0.10160 0.25051E-001 -1.0757 1.1773 1.1409 + 29 0.10160 0.25051E-001 -1.0757 1.1773 1.1409 + 143 0.10160 0.25051E-001 -1.0757 1.1773 1.1409 + 143 0.10160 0.25051E-001 -1.0757 1.1773 1.1409 + 140 0.10160 0.25051E-001 -1.0757 1.1773 1.1409 + 140 0.10160 0.25051E-001 -1.0757 1.1773 1.1409 + 140 0.10160 0.25051E-001 -1.0757 1.1773 1.1409 + 140 0.10160 0.25051E-001 -1.0757 1.1773 1.1409 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1021 SOLID185 + NODE S1 S2 S3 SINT SEQV + 277 0.20180 0.41654E-003-0.44399 0.64579 0.57232 + 253 0.20180 0.41654E-003-0.44399 0.64579 0.57232 + 280 0.20180 0.41654E-003-0.44399 0.64579 0.57232 + 280 0.20180 0.41654E-003-0.44399 0.64579 0.57232 + 294 0.20180 0.41654E-003-0.44399 0.64579 0.57232 + 294 0.20180 0.41654E-003-0.44399 0.64579 0.57232 + 294 0.20180 0.41654E-003-0.44399 0.64579 0.57232 + 294 0.20180 0.41654E-003-0.44399 0.64579 0.57232 + + ELEMENT= 1022 SOLID185 + NODE S1 S2 S3 SINT SEQV + 252 -0.27315E-001-0.23979 -0.96635 0.93904 0.85289 + 140 -0.27315E-001-0.23979 -0.96635 0.93904 0.85289 + 136 -0.27315E-001-0.23979 -0.96635 0.93904 0.85289 + 136 -0.27315E-001-0.23979 -0.96635 0.93904 0.85289 + 137 -0.27315E-001-0.23979 -0.96635 0.93904 0.85289 + 137 -0.27315E-001-0.23979 -0.96635 0.93904 0.85289 + 137 -0.27315E-001-0.23979 -0.96635 0.93904 0.85289 + 137 -0.27315E-001-0.23979 -0.96635 0.93904 0.85289 + + ELEMENT= 1023 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 -0.87259E-002-0.91100E-001-0.68171 0.67298 0.63581 + 299 -0.87259E-002-0.91100E-001-0.68171 0.67298 0.63581 + 252 -0.87259E-002-0.91100E-001-0.68171 0.67298 0.63581 + 252 -0.87259E-002-0.91100E-001-0.68171 0.67298 0.63581 + 140 -0.87259E-002-0.91100E-001-0.68171 0.67298 0.63581 + 140 -0.87259E-002-0.91100E-001-0.68171 0.67298 0.63581 + 140 -0.87259E-002-0.91100E-001-0.68171 0.67298 0.63581 + 140 -0.87259E-002-0.91100E-001-0.68171 0.67298 0.63581 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1024 SOLID185 + NODE S1 S2 S3 SINT SEQV + 272 0.60193 0.23257E-001-0.11970 0.72162 0.66183 + 316 0.60193 0.23257E-001-0.11970 0.72162 0.66183 + 290 0.60193 0.23257E-001-0.11970 0.72162 0.66183 + 290 0.60193 0.23257E-001-0.11970 0.72162 0.66183 + 331 0.60193 0.23257E-001-0.11970 0.72162 0.66183 + 331 0.60193 0.23257E-001-0.11970 0.72162 0.66183 + 331 0.60193 0.23257E-001-0.11970 0.72162 0.66183 + 331 0.60193 0.23257E-001-0.11970 0.72162 0.66183 + + ELEMENT= 1025 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 0.35338E-001-0.14810 -0.92402 0.95935 0.88206 + 64 0.35338E-001-0.14810 -0.92402 0.95935 0.88206 + 135 0.35338E-001-0.14810 -0.92402 0.95935 0.88206 + 135 0.35338E-001-0.14810 -0.92402 0.95935 0.88206 + 138 0.35338E-001-0.14810 -0.92402 0.95935 0.88206 + 138 0.35338E-001-0.14810 -0.92402 0.95935 0.88206 + 138 0.35338E-001-0.14810 -0.92402 0.95935 0.88206 + 138 0.35338E-001-0.14810 -0.92402 0.95935 0.88206 + + ELEMENT= 1026 SOLID185 + NODE S1 S2 S3 SINT SEQV + 202 0.55151E-001-0.49131E-001 -1.8569 1.9121 1.8621 + 148 0.55151E-001-0.49131E-001 -1.8569 1.9121 1.8621 + 147 0.55151E-001-0.49131E-001 -1.8569 1.9121 1.8621 + 147 0.55151E-001-0.49131E-001 -1.8569 1.9121 1.8621 + 144 0.55151E-001-0.49131E-001 -1.8569 1.9121 1.8621 + 144 0.55151E-001-0.49131E-001 -1.8569 1.9121 1.8621 + 144 0.55151E-001-0.49131E-001 -1.8569 1.9121 1.8621 + 144 0.55151E-001-0.49131E-001 -1.8569 1.9121 1.8621 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1027 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.39335 -0.54100E-001-0.39226 0.78560 0.68254 + 169 0.39335 -0.54100E-001-0.39226 0.78560 0.68254 + 293 0.39335 -0.54100E-001-0.39226 0.78560 0.68254 + 293 0.39335 -0.54100E-001-0.39226 0.78560 0.68254 + 170 0.39335 -0.54100E-001-0.39226 0.78560 0.68254 + 170 0.39335 -0.54100E-001-0.39226 0.78560 0.68254 + 170 0.39335 -0.54100E-001-0.39226 0.78560 0.68254 + 170 0.39335 -0.54100E-001-0.39226 0.78560 0.68254 + + ELEMENT= 1028 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 0.57965E-001-0.48812E-001-0.90295 0.96091 0.91222 + 138 0.57965E-001-0.48812E-001-0.90295 0.96091 0.91222 + 135 0.57965E-001-0.48812E-001-0.90295 0.96091 0.91222 + 135 0.57965E-001-0.48812E-001-0.90295 0.96091 0.91222 + 139 0.57965E-001-0.48812E-001-0.90295 0.96091 0.91222 + 139 0.57965E-001-0.48812E-001-0.90295 0.96091 0.91222 + 139 0.57965E-001-0.48812E-001-0.90295 0.96091 0.91222 + 139 0.57965E-001-0.48812E-001-0.90295 0.96091 0.91222 + + ELEMENT= 1029 SOLID185 + NODE S1 S2 S3 SINT SEQV + 225 0.95099 -0.78221E-001-0.23233 1.1833 1.1143 + 266 0.95099 -0.78221E-001-0.23233 1.1833 1.1143 + 297 0.95099 -0.78221E-001-0.23233 1.1833 1.1143 + 297 0.95099 -0.78221E-001-0.23233 1.1833 1.1143 + 180 0.95099 -0.78221E-001-0.23233 1.1833 1.1143 + 180 0.95099 -0.78221E-001-0.23233 1.1833 1.1143 + 180 0.95099 -0.78221E-001-0.23233 1.1833 1.1143 + 180 0.95099 -0.78221E-001-0.23233 1.1833 1.1143 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1030 SOLID185 + NODE S1 S2 S3 SINT SEQV + 252 0.79635E-002-0.64226E-001-0.83004 0.83800 0.80434 + 140 0.79635E-002-0.64226E-001-0.83004 0.83800 0.80434 + 139 0.79635E-002-0.64226E-001-0.83004 0.83800 0.80434 + 139 0.79635E-002-0.64226E-001-0.83004 0.83800 0.80434 + 136 0.79635E-002-0.64226E-001-0.83004 0.83800 0.80434 + 136 0.79635E-002-0.64226E-001-0.83004 0.83800 0.80434 + 136 0.79635E-002-0.64226E-001-0.83004 0.83800 0.80434 + 136 0.79635E-002-0.64226E-001-0.83004 0.83800 0.80434 + + ELEMENT= 1031 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.18974 -0.39027E-001-0.61995 0.80969 0.72298 + 252 0.18974 -0.39027E-001-0.61995 0.80969 0.72298 + 298 0.18974 -0.39027E-001-0.61995 0.80969 0.72298 + 298 0.18974 -0.39027E-001-0.61995 0.80969 0.72298 + 271 0.18974 -0.39027E-001-0.61995 0.80969 0.72298 + 271 0.18974 -0.39027E-001-0.61995 0.80969 0.72298 + 271 0.18974 -0.39027E-001-0.61995 0.80969 0.72298 + 271 0.18974 -0.39027E-001-0.61995 0.80969 0.72298 + + ELEMENT= 1032 SOLID185 + NODE S1 S2 S3 SINT SEQV + 239 0.87312 0.14304 0.49521E-001 0.82360 0.78105 + 83 0.87312 0.14304 0.49521E-001 0.82360 0.78105 + 79 0.87312 0.14304 0.49521E-001 0.82360 0.78105 + 79 0.87312 0.14304 0.49521E-001 0.82360 0.78105 + 80 0.87312 0.14304 0.49521E-001 0.82360 0.78105 + 80 0.87312 0.14304 0.49521E-001 0.82360 0.78105 + 80 0.87312 0.14304 0.49521E-001 0.82360 0.78105 + 80 0.87312 0.14304 0.49521E-001 0.82360 0.78105 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1033 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.73659 0.45672E-001-0.21004E-001 0.75760 0.72656 + 278 0.73659 0.45672E-001-0.21004E-001 0.75760 0.72656 + 307 0.73659 0.45672E-001-0.21004E-001 0.75760 0.72656 + 307 0.73659 0.45672E-001-0.21004E-001 0.75760 0.72656 + 305 0.73659 0.45672E-001-0.21004E-001 0.75760 0.72656 + 305 0.73659 0.45672E-001-0.21004E-001 0.75760 0.72656 + 305 0.73659 0.45672E-001-0.21004E-001 0.75760 0.72656 + 305 0.73659 0.45672E-001-0.21004E-001 0.75760 0.72656 + + ELEMENT= 1034 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 0.14532 -0.66203E-002-0.88997 1.0353 0.96830 + 63 0.14532 -0.66203E-002-0.88997 1.0353 0.96830 + 64 0.14532 -0.66203E-002-0.88997 1.0353 0.96830 + 64 0.14532 -0.66203E-002-0.88997 1.0353 0.96830 + 138 0.14532 -0.66203E-002-0.88997 1.0353 0.96830 + 138 0.14532 -0.66203E-002-0.88997 1.0353 0.96830 + 138 0.14532 -0.66203E-002-0.88997 1.0353 0.96830 + 138 0.14532 -0.66203E-002-0.88997 1.0353 0.96830 + + ELEMENT= 1035 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.88341 0.13536 -0.40091E-001 0.92350 0.84947 + 99 0.88341 0.13536 -0.40091E-001 0.92350 0.84947 + 102 0.88341 0.13536 -0.40091E-001 0.92350 0.84947 + 102 0.88341 0.13536 -0.40091E-001 0.92350 0.84947 + 13 0.88341 0.13536 -0.40091E-001 0.92350 0.84947 + 13 0.88341 0.13536 -0.40091E-001 0.92350 0.84947 + 13 0.88341 0.13536 -0.40091E-001 0.92350 0.84947 + 13 0.88341 0.13536 -0.40091E-001 0.92350 0.84947 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1036 SOLID185 + NODE S1 S2 S3 SINT SEQV + 223 1.8146 0.70247E-001-0.30340E-001 1.8449 1.7967 + 109 1.8146 0.70247E-001-0.30340E-001 1.8449 1.7967 + 112 1.8146 0.70247E-001-0.30340E-001 1.8449 1.7967 + 112 1.8146 0.70247E-001-0.30340E-001 1.8449 1.7967 + 108 1.8146 0.70247E-001-0.30340E-001 1.8449 1.7967 + 108 1.8146 0.70247E-001-0.30340E-001 1.8449 1.7967 + 108 1.8146 0.70247E-001-0.30340E-001 1.8449 1.7967 + 108 1.8146 0.70247E-001-0.30340E-001 1.8449 1.7967 + + ELEMENT= 1037 SOLID185 + NODE S1 S2 S3 SINT SEQV + 231 0.62144E-001-0.79952E-001 -1.3898 1.4519 1.3863 + 141 0.62144E-001-0.79952E-001 -1.3898 1.4519 1.3863 + 144 0.62144E-001-0.79952E-001 -1.3898 1.4519 1.3863 + 144 0.62144E-001-0.79952E-001 -1.3898 1.4519 1.3863 + 62 0.62144E-001-0.79952E-001 -1.3898 1.4519 1.3863 + 62 0.62144E-001-0.79952E-001 -1.3898 1.4519 1.3863 + 62 0.62144E-001-0.79952E-001 -1.3898 1.4519 1.3863 + 62 0.62144E-001-0.79952E-001 -1.3898 1.4519 1.3863 + + ELEMENT= 1038 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 1.1798 0.10814 -0.16998E-001 1.1968 1.1394 + 105 1.1798 0.10814 -0.16998E-001 1.1968 1.1394 + 14 1.1798 0.10814 -0.16998E-001 1.1968 1.1394 + 14 1.1798 0.10814 -0.16998E-001 1.1968 1.1394 + 102 1.1798 0.10814 -0.16998E-001 1.1968 1.1394 + 102 1.1798 0.10814 -0.16998E-001 1.1968 1.1394 + 102 1.1798 0.10814 -0.16998E-001 1.1968 1.1394 + 102 1.1798 0.10814 -0.16998E-001 1.1968 1.1394 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1039 SOLID185 + NODE S1 S2 S3 SINT SEQV + 227 0.24628E-001-0.13081 -1.1936 1.2182 1.1484 + 139 0.24628E-001-0.13081 -1.1936 1.2182 1.1484 + 281 0.24628E-001-0.13081 -1.1936 1.2182 1.1484 + 281 0.24628E-001-0.13081 -1.1936 1.2182 1.1484 + 142 0.24628E-001-0.13081 -1.1936 1.2182 1.1484 + 142 0.24628E-001-0.13081 -1.1936 1.2182 1.1484 + 142 0.24628E-001-0.13081 -1.1936 1.2182 1.1484 + 142 0.24628E-001-0.13081 -1.1936 1.2182 1.1484 + + ELEMENT= 1040 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.77421E-001-0.32352E-001-0.47942 0.55684 0.51087 + 137 0.77421E-001-0.32352E-001-0.47942 0.55684 0.51087 + 134 0.77421E-001-0.32352E-001-0.47942 0.55684 0.51087 + 134 0.77421E-001-0.32352E-001-0.47942 0.55684 0.51087 + 31 0.77421E-001-0.32352E-001-0.47942 0.55684 0.51087 + 31 0.77421E-001-0.32352E-001-0.47942 0.55684 0.51087 + 31 0.77421E-001-0.32352E-001-0.47942 0.55684 0.51087 + 31 0.77421E-001-0.32352E-001-0.47942 0.55684 0.51087 + + ELEMENT= 1041 SOLID185 + NODE S1 S2 S3 SINT SEQV + 197 1.8324 0.58082E-001 0.22020E-001 1.8104 1.7926 + 109 1.8324 0.58082E-001 0.22020E-001 1.8104 1.7926 + 113 1.8324 0.58082E-001 0.22020E-001 1.8104 1.7926 + 113 1.8324 0.58082E-001 0.22020E-001 1.8104 1.7926 + 112 1.8324 0.58082E-001 0.22020E-001 1.8104 1.7926 + 112 1.8324 0.58082E-001 0.22020E-001 1.8104 1.7926 + 112 1.8324 0.58082E-001 0.22020E-001 1.8104 1.7926 + 112 1.8324 0.58082E-001 0.22020E-001 1.8104 1.7926 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1042 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 0.17206 0.65907E-001-0.25912E-001 0.19797 0.17160 + 282 0.17206 0.65907E-001-0.25912E-001 0.19797 0.17160 + 309 0.17206 0.65907E-001-0.25912E-001 0.19797 0.17160 + 309 0.17206 0.65907E-001-0.25912E-001 0.19797 0.17160 + 162 0.17206 0.65907E-001-0.25912E-001 0.19797 0.17160 + 162 0.17206 0.65907E-001-0.25912E-001 0.19797 0.17160 + 162 0.17206 0.65907E-001-0.25912E-001 0.19797 0.17160 + 162 0.17206 0.65907E-001-0.25912E-001 0.19797 0.17160 + + ELEMENT= 1043 SOLID185 + NODE S1 S2 S3 SINT SEQV + 263 -0.14754 -0.15986 -0.31324 0.16571 0.15990 + 293 -0.14754 -0.15986 -0.31324 0.16571 0.15990 + 132 -0.14754 -0.15986 -0.31324 0.16571 0.15990 + 132 -0.14754 -0.15986 -0.31324 0.16571 0.15990 + 283 -0.14754 -0.15986 -0.31324 0.16571 0.15990 + 283 -0.14754 -0.15986 -0.31324 0.16571 0.15990 + 283 -0.14754 -0.15986 -0.31324 0.16571 0.15990 + 283 -0.14754 -0.15986 -0.31324 0.16571 0.15990 + + ELEMENT= 1044 SOLID185 + NODE S1 S2 S3 SINT SEQV + 227 0.92015E-001 0.16950E-001 -1.2728 1.3648 1.3289 + 141 0.92015E-001 0.16950E-001 -1.2728 1.3648 1.3289 + 138 0.92015E-001 0.16950E-001 -1.2728 1.3648 1.3289 + 138 0.92015E-001 0.16950E-001 -1.2728 1.3648 1.3289 + 142 0.92015E-001 0.16950E-001 -1.2728 1.3648 1.3289 + 142 0.92015E-001 0.16950E-001 -1.2728 1.3648 1.3289 + 142 0.92015E-001 0.16950E-001 -1.2728 1.3648 1.3289 + 142 0.92015E-001 0.16950E-001 -1.2728 1.3648 1.3289 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1045 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 -0.12017E-001-0.11038 -0.31093 0.29892 0.26386 + 283 -0.12017E-001-0.11038 -0.31093 0.29892 0.26386 + 263 -0.12017E-001-0.11038 -0.31093 0.29892 0.26386 + 263 -0.12017E-001-0.11038 -0.31093 0.29892 0.26386 + 133 -0.12017E-001-0.11038 -0.31093 0.29892 0.26386 + 133 -0.12017E-001-0.11038 -0.31093 0.29892 0.26386 + 133 -0.12017E-001-0.11038 -0.31093 0.29892 0.26386 + 133 -0.12017E-001-0.11038 -0.31093 0.29892 0.26386 + + ELEMENT= 1046 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 0.28694 -0.66735E-001-0.37933 0.66627 0.57738 + 134 0.28694 -0.66735E-001-0.37933 0.66627 0.57738 + 56 0.28694 -0.66735E-001-0.37933 0.66627 0.57738 + 56 0.28694 -0.66735E-001-0.37933 0.66627 0.57738 + 32 0.28694 -0.66735E-001-0.37933 0.66627 0.57738 + 32 0.28694 -0.66735E-001-0.37933 0.66627 0.57738 + 32 0.28694 -0.66735E-001-0.37933 0.66627 0.57738 + 32 0.28694 -0.66735E-001-0.37933 0.66627 0.57738 + + ELEMENT= 1047 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.39423 -0.99673E-001-0.63341 1.0276 0.89018 + 77 0.39423 -0.99673E-001-0.63341 1.0276 0.89018 + 76 0.39423 -0.99673E-001-0.63341 1.0276 0.89018 + 76 0.39423 -0.99673E-001-0.63341 1.0276 0.89018 + 73 0.39423 -0.99673E-001-0.63341 1.0276 0.89018 + 73 0.39423 -0.99673E-001-0.63341 1.0276 0.89018 + 73 0.39423 -0.99673E-001-0.63341 1.0276 0.89018 + 73 0.39423 -0.99673E-001-0.63341 1.0276 0.89018 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1048 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.16120 -0.18306 -0.86970 1.0309 0.90905 + 72 0.16120 -0.18306 -0.86970 1.0309 0.90905 + 31 0.16120 -0.18306 -0.86970 1.0309 0.90905 + 31 0.16120 -0.18306 -0.86970 1.0309 0.90905 + 32 0.16120 -0.18306 -0.86970 1.0309 0.90905 + 32 0.16120 -0.18306 -0.86970 1.0309 0.90905 + 32 0.16120 -0.18306 -0.86970 1.0309 0.90905 + 32 0.16120 -0.18306 -0.86970 1.0309 0.90905 + + ELEMENT= 1049 SOLID185 + NODE S1 S2 S3 SINT SEQV + 230 0.15629 0.20879E-001-0.65891 0.81521 0.75664 + 205 0.15629 0.20879E-001-0.65891 0.81521 0.75664 + 318 0.15629 0.20879E-001-0.65891 0.81521 0.75664 + 318 0.15629 0.20879E-001-0.65891 0.81521 0.75664 + 202 0.15629 0.20879E-001-0.65891 0.81521 0.75664 + 202 0.15629 0.20879E-001-0.65891 0.81521 0.75664 + 202 0.15629 0.20879E-001-0.65891 0.81521 0.75664 + 202 0.15629 0.20879E-001-0.65891 0.81521 0.75664 + + ELEMENT= 1050 SOLID185 + NODE S1 S2 S3 SINT SEQV + 213 2.0653 -0.32001E-001-0.96588E-001 2.1619 2.1303 + 112 2.0653 -0.32001E-001-0.96588E-001 2.1619 2.1303 + 116 2.0653 -0.32001E-001-0.96588E-001 2.1619 2.1303 + 116 2.0653 -0.32001E-001-0.96588E-001 2.1619 2.1303 + 115 2.0653 -0.32001E-001-0.96588E-001 2.1619 2.1303 + 115 2.0653 -0.32001E-001-0.96588E-001 2.1619 2.1303 + 115 2.0653 -0.32001E-001-0.96588E-001 2.1619 2.1303 + 115 2.0653 -0.32001E-001-0.96588E-001 2.1619 2.1303 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1051 SOLID185 + NODE S1 S2 S3 SINT SEQV + 305 0.52482 -0.26190E-001-0.12358 0.64840 0.60561 + 38 0.52482 -0.26190E-001-0.12358 0.64840 0.60561 + 174 0.52482 -0.26190E-001-0.12358 0.64840 0.60561 + 174 0.52482 -0.26190E-001-0.12358 0.64840 0.60561 + 177 0.52482 -0.26190E-001-0.12358 0.64840 0.60561 + 177 0.52482 -0.26190E-001-0.12358 0.64840 0.60561 + 177 0.52482 -0.26190E-001-0.12358 0.64840 0.60561 + 177 0.52482 -0.26190E-001-0.12358 0.64840 0.60561 + + ELEMENT= 1052 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.24399 0.13108E-004-0.70709E-001 0.31470 0.28597 + 274 0.24399 0.13108E-004-0.70709E-001 0.31470 0.28597 + 161 0.24399 0.13108E-004-0.70709E-001 0.31470 0.28597 + 161 0.24399 0.13108E-004-0.70709E-001 0.31470 0.28597 + 326 0.24399 0.13108E-004-0.70709E-001 0.31470 0.28597 + 326 0.24399 0.13108E-004-0.70709E-001 0.31470 0.28597 + 326 0.24399 0.13108E-004-0.70709E-001 0.31470 0.28597 + 326 0.24399 0.13108E-004-0.70709E-001 0.31470 0.28597 + + ELEMENT= 1053 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 -0.87476E-001-0.36907 -0.69393 0.60646 0.52565 + 134 -0.87476E-001-0.36907 -0.69393 0.60646 0.52565 + 137 -0.87476E-001-0.36907 -0.69393 0.60646 0.52565 + 137 -0.87476E-001-0.36907 -0.69393 0.60646 0.52565 + 133 -0.87476E-001-0.36907 -0.69393 0.60646 0.52565 + 133 -0.87476E-001-0.36907 -0.69393 0.60646 0.52565 + 133 -0.87476E-001-0.36907 -0.69393 0.60646 0.52565 + 133 -0.87476E-001-0.36907 -0.69393 0.60646 0.52565 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1054 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.31479 -0.70070E-001-0.44572 0.76051 0.65864 + 172 0.31479 -0.70070E-001-0.44572 0.76051 0.65864 + 175 0.31479 -0.70070E-001-0.44572 0.76051 0.65864 + 175 0.31479 -0.70070E-001-0.44572 0.76051 0.65864 + 171 0.31479 -0.70070E-001-0.44572 0.76051 0.65864 + 171 0.31479 -0.70070E-001-0.44572 0.76051 0.65864 + 171 0.31479 -0.70070E-001-0.44572 0.76051 0.65864 + 171 0.31479 -0.70070E-001-0.44572 0.76051 0.65864 + + ELEMENT= 1055 SOLID185 + NODE S1 S2 S3 SINT SEQV + 284 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 7 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 51 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 51 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 131 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 131 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 131 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + 131 -0.61438 -0.78251 -2.5157 1.9013 1.8230 + + ELEMENT= 1056 SOLID185 + NODE S1 S2 S3 SINT SEQV + 129 -0.30967 -0.34551 -1.7436 1.4339 1.4164 + 258 -0.30967 -0.34551 -1.7436 1.4339 1.4164 + 300 -0.30967 -0.34551 -1.7436 1.4339 1.4164 + 300 -0.30967 -0.34551 -1.7436 1.4339 1.4164 + 126 -0.30967 -0.34551 -1.7436 1.4339 1.4164 + 126 -0.30967 -0.34551 -1.7436 1.4339 1.4164 + 126 -0.30967 -0.34551 -1.7436 1.4339 1.4164 + 126 -0.30967 -0.34551 -1.7436 1.4339 1.4164 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1057 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.36462 0.12413 -0.13808 0.50270 0.43549 + 326 0.36462 0.12413 -0.13808 0.50270 0.43549 + 98 0.36462 0.12413 -0.13808 0.50270 0.43549 + 98 0.36462 0.12413 -0.13808 0.50270 0.43549 + 97 0.36462 0.12413 -0.13808 0.50270 0.43549 + 97 0.36462 0.12413 -0.13808 0.50270 0.43549 + 97 0.36462 0.12413 -0.13808 0.50270 0.43549 + 97 0.36462 0.12413 -0.13808 0.50270 0.43549 + + ELEMENT= 1058 SOLID185 + NODE S1 S2 S3 SINT SEQV + 207 0.10626 -0.10873 -2.4658 2.5720 2.4715 + 153 0.10626 -0.10873 -2.4658 2.5720 2.4715 + 150 0.10626 -0.10873 -2.4658 2.5720 2.4715 + 150 0.10626 -0.10873 -2.4658 2.5720 2.4715 + 154 0.10626 -0.10873 -2.4658 2.5720 2.4715 + 154 0.10626 -0.10873 -2.4658 2.5720 2.4715 + 154 0.10626 -0.10873 -2.4658 2.5720 2.4715 + 154 0.10626 -0.10873 -2.4658 2.5720 2.4715 + + ELEMENT= 1059 SOLID185 + NODE S1 S2 S3 SINT SEQV + 292 0.93171E-003-0.24562 -1.9688 1.9697 1.8588 + 289 0.93171E-003-0.24562 -1.9688 1.9697 1.8588 + 146 0.93171E-003-0.24562 -1.9688 1.9697 1.8588 + 146 0.93171E-003-0.24562 -1.9688 1.9697 1.8588 + 149 0.93171E-003-0.24562 -1.9688 1.9697 1.8588 + 149 0.93171E-003-0.24562 -1.9688 1.9697 1.8588 + 149 0.93171E-003-0.24562 -1.9688 1.9697 1.8588 + 149 0.93171E-003-0.24562 -1.9688 1.9697 1.8588 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1060 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 53 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 129 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 129 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 52 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 52 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 52 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + 52 -0.53395 -0.69015 -2.2267 1.6927 1.6203 + + ELEMENT= 1061 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.16411 0.31225E-001-0.74383 0.90794 0.84933 + 241 0.16411 0.31225E-001-0.74383 0.90794 0.84933 + 78 0.16411 0.31225E-001-0.74383 0.90794 0.84933 + 78 0.16411 0.31225E-001-0.74383 0.90794 0.84933 + 81 0.16411 0.31225E-001-0.74383 0.90794 0.84933 + 81 0.16411 0.31225E-001-0.74383 0.90794 0.84933 + 81 0.16411 0.31225E-001-0.74383 0.90794 0.84933 + 81 0.16411 0.31225E-001-0.74383 0.90794 0.84933 + + ELEMENT= 1062 SOLID185 + NODE S1 S2 S3 SINT SEQV + 262 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 131 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 128 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 128 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 50 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 50 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 50 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + 50 0.75607E-001-0.18746 -0.82546 0.90107 0.80255 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1063 SOLID185 + NODE S1 S2 S3 SINT SEQV + 288 -0.33918 -0.98484 -3.4876 3.1484 2.8803 + 51 -0.33918 -0.98484 -3.4876 3.1484 2.8803 + 156 -0.33918 -0.98484 -3.4876 3.1484 2.8803 + 156 -0.33918 -0.98484 -3.4876 3.1484 2.8803 + 52 -0.33918 -0.98484 -3.4876 3.1484 2.8803 + 52 -0.33918 -0.98484 -3.4876 3.1484 2.8803 + 52 -0.33918 -0.98484 -3.4876 3.1484 2.8803 + 52 -0.33918 -0.98484 -3.4876 3.1484 2.8803 + + ELEMENT= 1064 SOLID185 + NODE S1 S2 S3 SINT SEQV + 288 -0.20601 -0.54111 -3.3877 3.1817 3.0281 + 157 -0.20601 -0.54111 -3.3877 3.1817 3.0281 + 52 -0.20601 -0.54111 -3.3877 3.1817 3.0281 + 52 -0.20601 -0.54111 -3.3877 3.1817 3.0281 + 156 -0.20601 -0.54111 -3.3877 3.1817 3.0281 + 156 -0.20601 -0.54111 -3.3877 3.1817 3.0281 + 156 -0.20601 -0.54111 -3.3877 3.1817 3.0281 + 156 -0.20601 -0.54111 -3.3877 3.1817 3.0281 + + ELEMENT= 1065 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 131 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 130 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 130 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 127 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 127 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 127 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + 127 -0.32914E-001-0.29227 -1.1362 1.1033 0.99916 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1066 SOLID185 + NODE S1 S2 S3 SINT SEQV + 212 1.8773 0.13876 -0.21497 2.0922 1.9397 + 234 1.8773 0.13876 -0.21497 2.0922 1.9397 + 219 1.8773 0.13876 -0.21497 2.0922 1.9397 + 219 1.8773 0.13876 -0.21497 2.0922 1.9397 + 213 1.8773 0.13876 -0.21497 2.0922 1.9397 + 213 1.8773 0.13876 -0.21497 2.0922 1.9397 + 213 1.8773 0.13876 -0.21497 2.0922 1.9397 + 213 1.8773 0.13876 -0.21497 2.0922 1.9397 + + ELEMENT= 1067 SOLID185 + NODE S1 S2 S3 SINT SEQV + 301 -0.15878 -0.86233 -3.3618 3.2030 2.9156 + 4 -0.15878 -0.86233 -3.3618 3.2030 2.9156 + 53 -0.15878 -0.86233 -3.3618 3.2030 2.9156 + 53 -0.15878 -0.86233 -3.3618 3.2030 2.9156 + 158 -0.15878 -0.86233 -3.3618 3.2030 2.9156 + 158 -0.15878 -0.86233 -3.3618 3.2030 2.9156 + 158 -0.15878 -0.86233 -3.3618 3.2030 2.9156 + 158 -0.15878 -0.86233 -3.3618 3.2030 2.9156 + + ELEMENT= 1068 SOLID185 + NODE S1 S2 S3 SINT SEQV + 325 1.0288 0.30154 0.17739 0.85137 0.79659 + 48 1.0288 0.30154 0.17739 0.85137 0.79659 + 49 1.0288 0.30154 0.17739 0.85137 0.79659 + 49 1.0288 0.30154 0.17739 0.85137 0.79659 + 125 1.0288 0.30154 0.17739 0.85137 0.79659 + 125 1.0288 0.30154 0.17739 0.85137 0.79659 + 125 1.0288 0.30154 0.17739 0.85137 0.79659 + 125 1.0288 0.30154 0.17739 0.85137 0.79659 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1069 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.44473 0.73938E-001-0.40696 0.85170 0.73964 + 250 0.44473 0.73938E-001-0.40696 0.85170 0.73964 + 72 0.44473 0.73938E-001-0.40696 0.85170 0.73964 + 72 0.44473 0.73938E-001-0.40696 0.85170 0.73964 + 69 0.44473 0.73938E-001-0.40696 0.85170 0.73964 + 69 0.44473 0.73938E-001-0.40696 0.85170 0.73964 + 69 0.44473 0.73938E-001-0.40696 0.85170 0.73964 + 69 0.44473 0.73938E-001-0.40696 0.85170 0.73964 + + ELEMENT= 1070 SOLID185 + NODE S1 S2 S3 SINT SEQV + 197 1.8357 0.10847 0.27918E-001 1.8078 1.7689 + 113 1.8357 0.10847 0.27918E-001 1.8078 1.7689 + 109 1.8357 0.10847 0.27918E-001 1.8078 1.7689 + 109 1.8357 0.10847 0.27918E-001 1.8078 1.7689 + 110 1.8357 0.10847 0.27918E-001 1.8078 1.7689 + 110 1.8357 0.10847 0.27918E-001 1.8078 1.7689 + 110 1.8357 0.10847 0.27918E-001 1.8078 1.7689 + 110 1.8357 0.10847 0.27918E-001 1.8078 1.7689 + + ELEMENT= 1071 SOLID185 + NODE S1 S2 S3 SINT SEQV + 309 0.73581E-001-0.19995 -0.32961 0.40320 0.35651 + 133 0.73581E-001-0.19995 -0.32961 0.40320 0.35651 + 55 0.73581E-001-0.19995 -0.32961 0.40320 0.35651 + 55 0.73581E-001-0.19995 -0.32961 0.40320 0.35651 + 134 0.73581E-001-0.19995 -0.32961 0.40320 0.35651 + 134 0.73581E-001-0.19995 -0.32961 0.40320 0.35651 + 134 0.73581E-001-0.19995 -0.32961 0.40320 0.35651 + 134 0.73581E-001-0.19995 -0.32961 0.40320 0.35651 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1072 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 0.10373 -0.75202E-001-0.70589 0.80962 0.73664 + 271 0.10373 -0.75202E-001-0.70589 0.80962 0.73664 + 299 0.10373 -0.75202E-001-0.70589 0.80962 0.73664 + 299 0.10373 -0.75202E-001-0.70589 0.80962 0.73664 + 75 0.10373 -0.75202E-001-0.70589 0.80962 0.73664 + 75 0.10373 -0.75202E-001-0.70589 0.80962 0.73664 + 75 0.10373 -0.75202E-001-0.70589 0.80962 0.73664 + 75 0.10373 -0.75202E-001-0.70589 0.80962 0.73664 + + ELEMENT= 1073 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.13175 -0.58963 -3.2782 3.1465 2.9444 + 301 -0.13175 -0.58963 -3.2782 3.1465 2.9444 + 53 -0.13175 -0.58963 -3.2782 3.1465 2.9444 + 53 -0.13175 -0.58963 -3.2782 3.1465 2.9444 + 158 -0.13175 -0.58963 -3.2782 3.1465 2.9444 + 158 -0.13175 -0.58963 -3.2782 3.1465 2.9444 + 158 -0.13175 -0.58963 -3.2782 3.1465 2.9444 + 158 -0.13175 -0.58963 -3.2782 3.1465 2.9444 + + ELEMENT= 1074 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 -0.10445 -0.40377 -3.2276 3.1232 2.9848 + 157 -0.10445 -0.40377 -3.2276 3.1232 2.9848 + 158 -0.10445 -0.40377 -3.2276 3.1232 2.9848 + 158 -0.10445 -0.40377 -3.2276 3.1232 2.9848 + 53 -0.10445 -0.40377 -3.2276 3.1232 2.9848 + 53 -0.10445 -0.40377 -3.2276 3.1232 2.9848 + 53 -0.10445 -0.40377 -3.2276 3.1232 2.9848 + 53 -0.10445 -0.40377 -3.2276 3.1232 2.9848 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1075 SOLID185 + NODE S1 S2 S3 SINT SEQV + 126 0.19434E-001-0.46975E-001-0.73931 0.75874 0.72782 + 258 0.19434E-001-0.46975E-001-0.73931 0.75874 0.72782 + 300 0.19434E-001-0.46975E-001-0.73931 0.75874 0.72782 + 300 0.19434E-001-0.46975E-001-0.73931 0.75874 0.72782 + 257 0.19434E-001-0.46975E-001-0.73931 0.75874 0.72782 + 257 0.19434E-001-0.46975E-001-0.73931 0.75874 0.72782 + 257 0.19434E-001-0.46975E-001-0.73931 0.75874 0.72782 + 257 0.19434E-001-0.46975E-001-0.73931 0.75874 0.72782 + + ELEMENT= 1076 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 0.36724 -0.14517 -0.90865 1.2759 1.1121 + 88 0.36724 -0.14517 -0.90865 1.2759 1.1121 + 92 0.36724 -0.14517 -0.90865 1.2759 1.1121 + 92 0.36724 -0.14517 -0.90865 1.2759 1.1121 + 91 0.36724 -0.14517 -0.90865 1.2759 1.1121 + 91 0.36724 -0.14517 -0.90865 1.2759 1.1121 + 91 0.36724 -0.14517 -0.90865 1.2759 1.1121 + 91 0.36724 -0.14517 -0.90865 1.2759 1.1121 + + ELEMENT= 1077 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.52364 0.61011E-001-0.30268 0.82632 0.71732 + 238 0.52364 0.61011E-001-0.30268 0.82632 0.71732 + 242 0.52364 0.61011E-001-0.30268 0.82632 0.71732 + 242 0.52364 0.61011E-001-0.30268 0.82632 0.71732 + 272 0.52364 0.61011E-001-0.30268 0.82632 0.71732 + 272 0.52364 0.61011E-001-0.30268 0.82632 0.71732 + 272 0.52364 0.61011E-001-0.30268 0.82632 0.71732 + 272 0.52364 0.61011E-001-0.30268 0.82632 0.71732 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1078 SOLID185 + NODE S1 S2 S3 SINT SEQV + 297 1.4916 0.81054E-001-0.24092E-001 1.5157 1.4659 + 107 1.4916 0.81054E-001-0.24092E-001 1.5157 1.4659 + 39 1.4916 0.81054E-001-0.24092E-001 1.5157 1.4659 + 39 1.4916 0.81054E-001-0.24092E-001 1.5157 1.4659 + 40 1.4916 0.81054E-001-0.24092E-001 1.5157 1.4659 + 40 1.4916 0.81054E-001-0.24092E-001 1.5157 1.4659 + 40 1.4916 0.81054E-001-0.24092E-001 1.5157 1.4659 + 40 1.4916 0.81054E-001-0.24092E-001 1.5157 1.4659 + + ELEMENT= 1079 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 1.4606 0.33024 0.20162 1.2590 1.1998 + 303 1.4606 0.33024 0.20162 1.2590 1.1998 + 237 1.4606 0.33024 0.20162 1.2590 1.1998 + 237 1.4606 0.33024 0.20162 1.2590 1.1998 + 123 1.4606 0.33024 0.20162 1.2590 1.1998 + 123 1.4606 0.33024 0.20162 1.2590 1.1998 + 123 1.4606 0.33024 0.20162 1.2590 1.1998 + 123 1.4606 0.33024 0.20162 1.2590 1.1998 + + ELEMENT= 1080 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 1.3093 0.10771 -0.76730E-001 1.3860 1.3036 + 269 1.3093 0.10771 -0.76730E-001 1.3860 1.3036 + 189 1.3093 0.10771 -0.76730E-001 1.3860 1.3036 + 189 1.3093 0.10771 -0.76730E-001 1.3860 1.3036 + 192 1.3093 0.10771 -0.76730E-001 1.3860 1.3036 + 192 1.3093 0.10771 -0.76730E-001 1.3860 1.3036 + 192 1.3093 0.10771 -0.76730E-001 1.3860 1.3036 + 192 1.3093 0.10771 -0.76730E-001 1.3860 1.3036 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1081 SOLID185 + NODE S1 S2 S3 SINT SEQV + 303 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 123 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 126 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 126 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 21 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 21 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 21 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + 21 0.86446 0.20711 -0.36014E-001 0.90047 0.80686 + + ELEMENT= 1082 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 3.4412 0.76237 0.36108 3.0801 2.9004 + 122 3.4412 0.76237 0.36108 3.0801 2.9004 + 323 3.4412 0.76237 0.36108 3.0801 2.9004 + 323 3.4412 0.76237 0.36108 3.0801 2.9004 + 45 3.4412 0.76237 0.36108 3.0801 2.9004 + 45 3.4412 0.76237 0.36108 3.0801 2.9004 + 45 3.4412 0.76237 0.36108 3.0801 2.9004 + 45 3.4412 0.76237 0.36108 3.0801 2.9004 + + ELEMENT= 1083 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 2.0345 0.39963E-001-0.49110E-001 2.0836 2.0406 + 44 2.0345 0.39963E-001-0.49110E-001 2.0836 2.0406 + 269 2.0345 0.39963E-001-0.49110E-001 2.0836 2.0406 + 269 2.0345 0.39963E-001-0.49110E-001 2.0836 2.0406 + 192 2.0345 0.39963E-001-0.49110E-001 2.0836 2.0406 + 192 2.0345 0.39963E-001-0.49110E-001 2.0836 2.0406 + 192 2.0345 0.39963E-001-0.49110E-001 2.0836 2.0406 + 192 2.0345 0.39963E-001-0.49110E-001 2.0836 2.0406 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1084 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 1.4210 0.16473 0.75367E-001 1.3457 1.3033 + 325 1.4210 0.16473 0.75367E-001 1.3457 1.3033 + 323 1.4210 0.16473 0.75367E-001 1.3457 1.3033 + 323 1.4210 0.16473 0.75367E-001 1.3457 1.3033 + 192 1.4210 0.16473 0.75367E-001 1.3457 1.3033 + 192 1.4210 0.16473 0.75367E-001 1.3457 1.3033 + 192 1.4210 0.16473 0.75367E-001 1.3457 1.3033 + 192 1.4210 0.16473 0.75367E-001 1.3457 1.3033 + + ELEMENT= 1085 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 0.15774 -0.20331E-001-0.33025 0.48800 0.42773 + 190 0.15774 -0.20331E-001-0.33025 0.48800 0.42773 + 193 0.15774 -0.20331E-001-0.33025 0.48800 0.42773 + 193 0.15774 -0.20331E-001-0.33025 0.48800 0.42773 + 189 0.15774 -0.20331E-001-0.33025 0.48800 0.42773 + 189 0.15774 -0.20331E-001-0.33025 0.48800 0.42773 + 189 0.15774 -0.20331E-001-0.33025 0.48800 0.42773 + 189 0.15774 -0.20331E-001-0.33025 0.48800 0.42773 + + ELEMENT= 1086 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.94019 0.10925 -0.92917E-001 1.0331 0.94833 + 331 0.94019 0.10925 -0.92917E-001 1.0331 0.94833 + 222 0.94019 0.10925 -0.92917E-001 1.0331 0.94833 + 222 0.94019 0.10925 -0.92917E-001 1.0331 0.94833 + 239 0.94019 0.10925 -0.92917E-001 1.0331 0.94833 + 239 0.94019 0.10925 -0.92917E-001 1.0331 0.94833 + 239 0.94019 0.10925 -0.92917E-001 1.0331 0.94833 + 239 0.94019 0.10925 -0.92917E-001 1.0331 0.94833 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1087 SOLID185 + NODE S1 S2 S3 SINT SEQV + 213 2.5138 0.99557E-001-0.18611E-001 2.5324 2.4754 + 116 2.5138 0.99557E-001-0.18611E-001 2.5324 2.4754 + 119 2.5138 0.99557E-001-0.18611E-001 2.5324 2.4754 + 119 2.5138 0.99557E-001-0.18611E-001 2.5324 2.4754 + 115 2.5138 0.99557E-001-0.18611E-001 2.5324 2.4754 + 115 2.5138 0.99557E-001-0.18611E-001 2.5324 2.4754 + 115 2.5138 0.99557E-001-0.18611E-001 2.5324 2.4754 + 115 2.5138 0.99557E-001-0.18611E-001 2.5324 2.4754 + + ELEMENT= 1088 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 1.8075 0.15889 -0.95818E-001 1.9033 1.7896 + 324 1.8075 0.15889 -0.95818E-001 1.9033 1.7896 + 189 1.8075 0.15889 -0.95818E-001 1.9033 1.7896 + 189 1.8075 0.15889 -0.95818E-001 1.9033 1.7896 + 269 1.8075 0.15889 -0.95818E-001 1.9033 1.7896 + 269 1.8075 0.15889 -0.95818E-001 1.9033 1.7896 + 269 1.8075 0.15889 -0.95818E-001 1.9033 1.7896 + 269 1.8075 0.15889 -0.95818E-001 1.9033 1.7896 + + ELEMENT= 1089 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 128 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 127 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 127 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 124 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 124 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 124 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 124 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1090 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 -0.37292E-001-0.29941 -0.87190 0.83461 0.73926 + 126 -0.37292E-001-0.29941 -0.87190 0.83461 0.73926 + 130 -0.37292E-001-0.29941 -0.87190 0.83461 0.73926 + 130 -0.37292E-001-0.29941 -0.87190 0.83461 0.73926 + 300 -0.37292E-001-0.29941 -0.87190 0.83461 0.73926 + 300 -0.37292E-001-0.29941 -0.87190 0.83461 0.73926 + 300 -0.37292E-001-0.29941 -0.87190 0.83461 0.73926 + 300 -0.37292E-001-0.29941 -0.87190 0.83461 0.73926 + + ELEMENT= 1091 SOLID185 + NODE S1 S2 S3 SINT SEQV + 234 2.2447 0.37927 0.26037 1.9843 1.9276 + 264 2.2447 0.37927 0.26037 1.9843 1.9276 + 323 2.2447 0.37927 0.26037 1.9843 1.9276 + 323 2.2447 0.37927 0.26037 1.9843 1.9276 + 269 2.2447 0.37927 0.26037 1.9843 1.9276 + 269 2.2447 0.37927 0.26037 1.9843 1.9276 + 269 2.2447 0.37927 0.26037 1.9843 1.9276 + 269 2.2447 0.37927 0.26037 1.9843 1.9276 + + ELEMENT= 1092 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.29674E-001-0.41169 -2.3522 2.3225 2.1570 + 300 -0.29674E-001-0.41169 -2.3522 2.3225 2.1570 + 288 -0.29674E-001-0.41169 -2.3522 2.3225 2.1570 + 288 -0.29674E-001-0.41169 -2.3522 2.3225 2.1570 + 157 -0.29674E-001-0.41169 -2.3522 2.3225 2.1570 + 157 -0.29674E-001-0.41169 -2.3522 2.3225 2.1570 + 157 -0.29674E-001-0.41169 -2.3522 2.3225 2.1570 + 157 -0.29674E-001-0.41169 -2.3522 2.3225 2.1570 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1093 SOLID185 + NODE S1 S2 S3 SINT SEQV + 254 0.43419 0.19746E-001-0.20642 0.64061 0.56271 + 278 0.43419 0.19746E-001-0.20642 0.64061 0.56271 + 253 0.43419 0.19746E-001-0.20642 0.64061 0.56271 + 253 0.43419 0.19746E-001-0.20642 0.64061 0.56271 + 285 0.43419 0.19746E-001-0.20642 0.64061 0.56271 + 285 0.43419 0.19746E-001-0.20642 0.64061 0.56271 + 285 0.43419 0.19746E-001-0.20642 0.64061 0.56271 + 285 0.43419 0.19746E-001-0.20642 0.64061 0.56271 + + ELEMENT= 1094 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 0.85428E-002-0.31992E-001-0.73626 0.74481 0.72539 + 267 0.85428E-002-0.31992E-001-0.73626 0.74481 0.72539 + 127 0.85428E-002-0.31992E-001-0.73626 0.74481 0.72539 + 127 0.85428E-002-0.31992E-001-0.73626 0.74481 0.72539 + 215 0.85428E-002-0.31992E-001-0.73626 0.74481 0.72539 + 215 0.85428E-002-0.31992E-001-0.73626 0.74481 0.72539 + 215 0.85428E-002-0.31992E-001-0.73626 0.74481 0.72539 + 215 0.85428E-002-0.31992E-001-0.73626 0.74481 0.72539 + + ELEMENT= 1095 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 0.21530 0.34804E-002-0.55417 0.76947 0.68845 + 271 0.21530 0.34804E-002-0.55417 0.76947 0.68845 + 75 0.21530 0.34804E-002-0.55417 0.76947 0.68845 + 75 0.21530 0.34804E-002-0.55417 0.76947 0.68845 + 72 0.21530 0.34804E-002-0.55417 0.76947 0.68845 + 72 0.21530 0.34804E-002-0.55417 0.76947 0.68845 + 72 0.21530 0.34804E-002-0.55417 0.76947 0.68845 + 72 0.21530 0.34804E-002-0.55417 0.76947 0.68845 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1096 SOLID185 + NODE S1 S2 S3 SINT SEQV + 47 3.4508 0.99156 0.48001 2.9708 2.7509 + 46 3.4508 0.99156 0.48001 2.9708 2.7509 + 120 3.4508 0.99156 0.48001 2.9708 2.7509 + 120 3.4508 0.99156 0.48001 2.9708 2.7509 + 235 3.4508 0.99156 0.48001 2.9708 2.7509 + 235 3.4508 0.99156 0.48001 2.9708 2.7509 + 235 3.4508 0.99156 0.48001 2.9708 2.7509 + 235 3.4508 0.99156 0.48001 2.9708 2.7509 + + ELEMENT= 1097 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 -0.22670 -0.40724 -2.9356 2.7089 2.6233 + 24 -0.22670 -0.40724 -2.9356 2.7089 2.6233 + 25 -0.22670 -0.40724 -2.9356 2.7089 2.6233 + 25 -0.22670 -0.40724 -2.9356 2.7089 2.6233 + 93 -0.22670 -0.40724 -2.9356 2.7089 2.6233 + 93 -0.22670 -0.40724 -2.9356 2.7089 2.6233 + 93 -0.22670 -0.40724 -2.9356 2.7089 2.6233 + 93 -0.22670 -0.40724 -2.9356 2.7089 2.6233 + + ELEMENT= 1098 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.25061 -0.92797E-001-0.20650 0.45711 0.41219 + 311 0.25061 -0.92797E-001-0.20650 0.45711 0.41219 + 276 0.25061 -0.92797E-001-0.20650 0.45711 0.41219 + 276 0.25061 -0.92797E-001-0.20650 0.45711 0.41219 + 74 0.25061 -0.92797E-001-0.20650 0.45711 0.41219 + 74 0.25061 -0.92797E-001-0.20650 0.45711 0.41219 + 74 0.25061 -0.92797E-001-0.20650 0.45711 0.41219 + 74 0.25061 -0.92797E-001-0.20650 0.45711 0.41219 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1099 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 0.37128E-001-0.15938 -1.3874 1.4245 1.3371 + 216 0.37128E-001-0.15938 -1.3874 1.4245 1.3371 + 218 0.37128E-001-0.15938 -1.3874 1.4245 1.3371 + 218 0.37128E-001-0.15938 -1.3874 1.4245 1.3371 + 215 0.37128E-001-0.15938 -1.3874 1.4245 1.3371 + 215 0.37128E-001-0.15938 -1.3874 1.4245 1.3371 + 215 0.37128E-001-0.15938 -1.3874 1.4245 1.3371 + 215 0.37128E-001-0.15938 -1.3874 1.4245 1.3371 + + ELEMENT= 1100 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 0.73514 0.16499 0.49129E-001 0.68601 0.63605 + 331 0.73514 0.16499 0.49129E-001 0.68601 0.63605 + 265 0.73514 0.16499 0.49129E-001 0.68601 0.63605 + 265 0.73514 0.16499 0.49129E-001 0.68601 0.63605 + 290 0.73514 0.16499 0.49129E-001 0.68601 0.63605 + 290 0.73514 0.16499 0.49129E-001 0.68601 0.63605 + 290 0.73514 0.16499 0.49129E-001 0.68601 0.63605 + 290 0.73514 0.16499 0.49129E-001 0.68601 0.63605 + + ELEMENT= 1101 SOLID185 + NODE S1 S2 S3 SINT SEQV + 327 0.85504 0.11669 -0.34410E-001 0.88945 0.82435 + 100 0.85504 0.11669 -0.34410E-001 0.88945 0.82435 + 306 0.85504 0.11669 -0.34410E-001 0.88945 0.82435 + 306 0.85504 0.11669 -0.34410E-001 0.88945 0.82435 + 103 0.85504 0.11669 -0.34410E-001 0.88945 0.82435 + 103 0.85504 0.11669 -0.34410E-001 0.88945 0.82435 + 103 0.85504 0.11669 -0.34410E-001 0.88945 0.82435 + 103 0.85504 0.11669 -0.34410E-001 0.88945 0.82435 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1102 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.35048 -0.79625E-001-0.41069 0.76116 0.66104 + 293 0.35048 -0.79625E-001-0.41069 0.76116 0.66104 + 294 0.35048 -0.79625E-001-0.41069 0.76116 0.66104 + 294 0.35048 -0.79625E-001-0.41069 0.76116 0.66104 + 170 0.35048 -0.79625E-001-0.41069 0.76116 0.66104 + 170 0.35048 -0.79625E-001-0.41069 0.76116 0.66104 + 170 0.35048 -0.79625E-001-0.41069 0.76116 0.66104 + 170 0.35048 -0.79625E-001-0.41069 0.76116 0.66104 + + ELEMENT= 1103 SOLID185 + NODE S1 S2 S3 SINT SEQV + 237 3.1459 0.32046 0.45488E-001 3.1004 2.9725 + 20 3.1459 0.32046 0.45488E-001 3.1004 2.9725 + 120 3.1459 0.32046 0.45488E-001 3.1004 2.9725 + 120 3.1459 0.32046 0.45488E-001 3.1004 2.9725 + 47 3.1459 0.32046 0.45488E-001 3.1004 2.9725 + 47 3.1459 0.32046 0.45488E-001 3.1004 2.9725 + 47 3.1459 0.32046 0.45488E-001 3.1004 2.9725 + 47 3.1459 0.32046 0.45488E-001 3.1004 2.9725 + + ELEMENT= 1104 SOLID185 + NODE S1 S2 S3 SINT SEQV + 237 2.3361 0.72641 0.56950 1.7666 1.6936 + 123 2.3361 0.72641 0.56950 1.7666 1.6936 + 3 2.3361 0.72641 0.56950 1.7666 1.6936 + 3 2.3361 0.72641 0.56950 1.7666 1.6936 + 47 2.3361 0.72641 0.56950 1.7666 1.6936 + 47 2.3361 0.72641 0.56950 1.7666 1.6936 + 47 2.3361 0.72641 0.56950 1.7666 1.6936 + 47 2.3361 0.72641 0.56950 1.7666 1.6936 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1105 SOLID185 + NODE S1 S2 S3 SINT SEQV + 46 1.9579 0.59142 0.40775 1.5502 1.4670 + 124 1.9579 0.59142 0.40775 1.5502 1.4670 + 235 1.9579 0.59142 0.40775 1.5502 1.4670 + 235 1.9579 0.59142 0.40775 1.5502 1.4670 + 47 1.9579 0.59142 0.40775 1.5502 1.4670 + 47 1.9579 0.59142 0.40775 1.5502 1.4670 + 47 1.9579 0.59142 0.40775 1.5502 1.4670 + 47 1.9579 0.59142 0.40775 1.5502 1.4670 + + ELEMENT= 1106 SOLID185 + NODE S1 S2 S3 SINT SEQV + 196 1.3811 0.18358 0.26980E-001 1.3541 1.2830 + 259 1.3811 0.18358 0.26980E-001 1.3541 1.2830 + 210 1.3811 0.18358 0.26980E-001 1.3541 1.2830 + 210 1.3811 0.18358 0.26980E-001 1.3541 1.2830 + 197 1.3811 0.18358 0.26980E-001 1.3541 1.2830 + 197 1.3811 0.18358 0.26980E-001 1.3541 1.2830 + 197 1.3811 0.18358 0.26980E-001 1.3541 1.2830 + 197 1.3811 0.18358 0.26980E-001 1.3541 1.2830 + + ELEMENT= 1107 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.36757 -0.70728E-002-0.25234 0.61991 0.54074 + 270 0.36757 -0.70728E-002-0.25234 0.61991 0.54074 + 278 0.36757 -0.70728E-002-0.25234 0.61991 0.54074 + 278 0.36757 -0.70728E-002-0.25234 0.61991 0.54074 + 290 0.36757 -0.70728E-002-0.25234 0.61991 0.54074 + 290 0.36757 -0.70728E-002-0.25234 0.61991 0.54074 + 290 0.36757 -0.70728E-002-0.25234 0.61991 0.54074 + 290 0.36757 -0.70728E-002-0.25234 0.61991 0.54074 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1108 SOLID185 + NODE S1 S2 S3 SINT SEQV + 297 0.95127 -0.47115E-003-0.21354 1.1648 1.0742 + 197 0.95127 -0.47115E-003-0.21354 1.1648 1.0742 + 225 0.95127 -0.47115E-003-0.21354 1.1648 1.0742 + 225 0.95127 -0.47115E-003-0.21354 1.1648 1.0742 + 265 0.95127 -0.47115E-003-0.21354 1.1648 1.0742 + 265 0.95127 -0.47115E-003-0.21354 1.1648 1.0742 + 265 0.95127 -0.47115E-003-0.21354 1.1648 1.0742 + 265 0.95127 -0.47115E-003-0.21354 1.1648 1.0742 + + ELEMENT= 1109 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 0.38672 0.17738E-001 -1.1551 1.5418 1.3944 + 90 0.38672 0.17738E-001 -1.1551 1.5418 1.3944 + 93 0.38672 0.17738E-001 -1.1551 1.5418 1.3944 + 93 0.38672 0.17738E-001 -1.1551 1.5418 1.3944 + 25 0.38672 0.17738E-001 -1.1551 1.5418 1.3944 + 25 0.38672 0.17738E-001 -1.1551 1.5418 1.3944 + 25 0.38672 0.17738E-001 -1.1551 1.5418 1.3944 + 25 0.38672 0.17738E-001 -1.1551 1.5418 1.3944 + + ELEMENT= 1110 SOLID185 + NODE S1 S2 S3 SINT SEQV + 202 -0.35834E-002-0.12414 -1.9937 1.9901 1.9327 + 148 -0.35834E-002-0.12414 -1.9937 1.9901 1.9327 + 144 -0.35834E-002-0.12414 -1.9937 1.9901 1.9327 + 144 -0.35834E-002-0.12414 -1.9937 1.9901 1.9327 + 145 -0.35834E-002-0.12414 -1.9937 1.9901 1.9327 + 145 -0.35834E-002-0.12414 -1.9937 1.9901 1.9327 + 145 -0.35834E-002-0.12414 -1.9937 1.9901 1.9327 + 145 -0.35834E-002-0.12414 -1.9937 1.9901 1.9327 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1111 SOLID185 + NODE S1 S2 S3 SINT SEQV + 301 0.32272 -0.17648 -1.4354 1.7581 1.5692 + 24 0.32272 -0.17648 -1.4354 1.7581 1.5692 + 93 0.32272 -0.17648 -1.4354 1.7581 1.5692 + 93 0.32272 -0.17648 -1.4354 1.7581 1.5692 + 23 0.32272 -0.17648 -1.4354 1.7581 1.5692 + 23 0.32272 -0.17648 -1.4354 1.7581 1.5692 + 23 0.32272 -0.17648 -1.4354 1.7581 1.5692 + 23 0.32272 -0.17648 -1.4354 1.7581 1.5692 + + ELEMENT= 1112 SOLID185 + NODE S1 S2 S3 SINT SEQV + 234 2.7440 0.14889 -0.28087 3.0249 2.8346 + 122 2.7440 0.14889 -0.28087 3.0249 2.8346 + 118 2.7440 0.14889 -0.28087 3.0249 2.8346 + 118 2.7440 0.14889 -0.28087 3.0249 2.8346 + 119 2.7440 0.14889 -0.28087 3.0249 2.8346 + 119 2.7440 0.14889 -0.28087 3.0249 2.8346 + 119 2.7440 0.14889 -0.28087 3.0249 2.8346 + 119 2.7440 0.14889 -0.28087 3.0249 2.8346 + + ELEMENT= 1113 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 2.7315 0.20902 0.13764E-002 2.7301 2.6324 + 20 2.7315 0.20902 0.13764E-002 2.7301 2.6324 + 19 2.7315 0.20902 0.13764E-002 2.7301 2.6324 + 19 2.7315 0.20902 0.13764E-002 2.7301 2.6324 + 120 2.7315 0.20902 0.13764E-002 2.7301 2.6324 + 120 2.7315 0.20902 0.13764E-002 2.7301 2.6324 + 120 2.7315 0.20902 0.13764E-002 2.7301 2.6324 + 120 2.7315 0.20902 0.13764E-002 2.7301 2.6324 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1114 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.43782 0.13835E-001-0.35868 0.79651 0.69028 + 85 0.43782 0.13835E-001-0.35868 0.79651 0.69028 + 199 0.43782 0.13835E-001-0.35868 0.79651 0.69028 + 199 0.43782 0.13835E-001-0.35868 0.79651 0.69028 + 248 0.43782 0.13835E-001-0.35868 0.79651 0.69028 + 248 0.43782 0.13835E-001-0.35868 0.79651 0.69028 + 248 0.43782 0.13835E-001-0.35868 0.79651 0.69028 + 248 0.43782 0.13835E-001-0.35868 0.79651 0.69028 + + ELEMENT= 1115 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 1.1852 0.29840E-001-0.89528E-002 1.1941 1.1752 + 106 1.1852 0.29840E-001-0.89528E-002 1.1941 1.1752 + 103 1.1852 0.29840E-001-0.89528E-002 1.1941 1.1752 + 103 1.1852 0.29840E-001-0.89528E-002 1.1941 1.1752 + 107 1.1852 0.29840E-001-0.89528E-002 1.1941 1.1752 + 107 1.1852 0.29840E-001-0.89528E-002 1.1941 1.1752 + 107 1.1852 0.29840E-001-0.89528E-002 1.1941 1.1752 + 107 1.1852 0.29840E-001-0.89528E-002 1.1941 1.1752 + + ELEMENT= 1116 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 3.4856 0.93647 0.34277 3.1428 2.8920 + 122 3.4856 0.93647 0.34277 3.1428 2.8920 + 6 3.4856 0.93647 0.34277 3.1428 2.8920 + 6 3.4856 0.93647 0.34277 3.1428 2.8920 + 45 3.4856 0.93647 0.34277 3.1428 2.8920 + 45 3.4856 0.93647 0.34277 3.1428 2.8920 + 45 3.4856 0.93647 0.34277 3.1428 2.8920 + 45 3.4856 0.93647 0.34277 3.1428 2.8920 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1117 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 2.5307 0.12835 -0.43991E-002 2.5351 2.4714 + 42 2.5307 0.12835 -0.43991E-002 2.5351 2.4714 + 43 2.5307 0.12835 -0.43991E-002 2.5351 2.4714 + 43 2.5307 0.12835 -0.43991E-002 2.5351 2.4714 + 116 2.5307 0.12835 -0.43991E-002 2.5351 2.4714 + 116 2.5307 0.12835 -0.43991E-002 2.5351 2.4714 + 116 2.5307 0.12835 -0.43991E-002 2.5351 2.4714 + 116 2.5307 0.12835 -0.43991E-002 2.5351 2.4714 + + ELEMENT= 1118 SOLID185 + NODE S1 S2 S3 SINT SEQV + 234 3.1047 0.34295 -0.13052 3.2352 3.0263 + 122 3.1047 0.34295 -0.13052 3.2352 3.0263 + 121 3.1047 0.34295 -0.13052 3.2352 3.0263 + 121 3.1047 0.34295 -0.13052 3.2352 3.0263 + 118 3.1047 0.34295 -0.13052 3.2352 3.0263 + 118 3.1047 0.34295 -0.13052 3.2352 3.0263 + 118 3.1047 0.34295 -0.13052 3.2352 3.0263 + 118 3.1047 0.34295 -0.13052 3.2352 3.0263 + + ELEMENT= 1119 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 0.17561E-001-0.34085E-001 -1.0382 1.0557 1.0309 + 258 0.17561E-001-0.34085E-001 -1.0382 1.0557 1.0309 + 301 0.17561E-001-0.34085E-001 -1.0382 1.0557 1.0309 + 301 0.17561E-001-0.34085E-001 -1.0382 1.0557 1.0309 + 93 0.17561E-001-0.34085E-001 -1.0382 1.0557 1.0309 + 93 0.17561E-001-0.34085E-001 -1.0382 1.0557 1.0309 + 93 0.17561E-001-0.34085E-001 -1.0382 1.0557 1.0309 + 93 0.17561E-001-0.34085E-001 -1.0382 1.0557 1.0309 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1120 SOLID185 + NODE S1 S2 S3 SINT SEQV + 213 2.4325 0.12839 -0.51280E-001 2.4838 2.3990 + 119 2.4325 0.12839 -0.51280E-001 2.4838 2.3990 + 118 2.4325 0.12839 -0.51280E-001 2.4838 2.3990 + 118 2.4325 0.12839 -0.51280E-001 2.4838 2.3990 + 115 2.4325 0.12839 -0.51280E-001 2.4838 2.3990 + 115 2.4325 0.12839 -0.51280E-001 2.4838 2.3990 + 115 2.4325 0.12839 -0.51280E-001 2.4838 2.3990 + 115 2.4325 0.12839 -0.51280E-001 2.4838 2.3990 + + ELEMENT= 1121 SOLID185 + NODE S1 S2 S3 SINT SEQV + 264 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 128 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 124 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 124 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 125 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 125 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 125 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + 125 1.2280 0.33175 0.98955E-001 1.1291 1.0326 + + ELEMENT= 1122 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 1.5932 0.76270E-001-0.89533E-001 1.6827 1.6063 + 42 1.5932 0.76270E-001-0.89533E-001 1.6827 1.6063 + 116 1.5932 0.76270E-001-0.89533E-001 1.6827 1.6063 + 116 1.5932 0.76270E-001-0.89533E-001 1.6827 1.6063 + 259 1.5932 0.76270E-001-0.89533E-001 1.6827 1.6063 + 259 1.5932 0.76270E-001-0.89533E-001 1.6827 1.6063 + 259 1.5932 0.76270E-001-0.89533E-001 1.6827 1.6063 + 259 1.5932 0.76270E-001-0.89533E-001 1.6827 1.6063 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1123 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 3.0571 0.43429 0.24343 2.8137 2.7232 + 46 3.0571 0.43429 0.24343 2.8137 2.7232 + 120 3.0571 0.43429 0.24343 2.8137 2.7232 + 120 3.0571 0.43429 0.24343 2.8137 2.7232 + 121 3.0571 0.43429 0.24343 2.8137 2.7232 + 121 3.0571 0.43429 0.24343 2.8137 2.7232 + 121 3.0571 0.43429 0.24343 2.8137 2.7232 + 121 3.0571 0.43429 0.24343 2.8137 2.7232 + + ELEMENT= 1124 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.21064 -0.33314 -1.5070 1.7176 1.5205 + 267 0.21064 -0.33314 -1.5070 1.7176 1.5205 + 262 0.21064 -0.33314 -1.5070 1.7176 1.5205 + 262 0.21064 -0.33314 -1.5070 1.7176 1.5205 + 131 0.21064 -0.33314 -1.5070 1.7176 1.5205 + 131 0.21064 -0.33314 -1.5070 1.7176 1.5205 + 131 0.21064 -0.33314 -1.5070 1.7176 1.5205 + 131 0.21064 -0.33314 -1.5070 1.7176 1.5205 + + ELEMENT= 1125 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 1.5722 0.34747 0.20113 1.3711 1.3041 + 126 1.5722 0.34747 0.20113 1.3711 1.3041 + 303 1.5722 0.34747 0.20113 1.3711 1.3041 + 303 1.5722 0.34747 0.20113 1.3711 1.3041 + 123 1.5722 0.34747 0.20113 1.3711 1.3041 + 123 1.5722 0.34747 0.20113 1.3711 1.3041 + 123 1.5722 0.34747 0.20113 1.3711 1.3041 + 123 1.5722 0.34747 0.20113 1.3711 1.3041 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1126 SOLID185 + NODE S1 S2 S3 SINT SEQV + 265 1.6067 0.38729E-001 0.10870E-001 1.5959 1.5821 + 109 1.6067 0.38729E-001 0.10870E-001 1.5959 1.5821 + 106 1.6067 0.38729E-001 0.10870E-001 1.5959 1.5821 + 106 1.6067 0.38729E-001 0.10870E-001 1.5959 1.5821 + 110 1.6067 0.38729E-001 0.10870E-001 1.5959 1.5821 + 110 1.6067 0.38729E-001 0.10870E-001 1.5959 1.5821 + 110 1.6067 0.38729E-001 0.10870E-001 1.5959 1.5821 + 110 1.6067 0.38729E-001 0.10870E-001 1.5959 1.5821 + + ELEMENT= 1127 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 1.3766 0.40244 0.63917E-001 1.3127 1.1804 + 88 1.3766 0.40244 0.63917E-001 1.3127 1.1804 + 89 1.3766 0.40244 0.63917E-001 1.3127 1.1804 + 89 1.3766 0.40244 0.63917E-001 1.3127 1.1804 + 92 1.3766 0.40244 0.63917E-001 1.3127 1.1804 + 92 1.3766 0.40244 0.63917E-001 1.3127 1.1804 + 92 1.3766 0.40244 0.63917E-001 1.3127 1.1804 + 92 1.3766 0.40244 0.63917E-001 1.3127 1.1804 + + ELEMENT= 1128 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.4879 0.96050E-001-0.92044E-001 1.5799 1.4948 + 114 1.4879 0.96050E-001-0.92044E-001 1.5799 1.4948 + 328 1.4879 0.96050E-001-0.92044E-001 1.5799 1.4948 + 328 1.4879 0.96050E-001-0.92044E-001 1.5799 1.4948 + 18 1.4879 0.96050E-001-0.92044E-001 1.5799 1.4948 + 18 1.4879 0.96050E-001-0.92044E-001 1.5799 1.4948 + 18 1.4879 0.96050E-001-0.92044E-001 1.5799 1.4948 + 18 1.4879 0.96050E-001-0.92044E-001 1.5799 1.4948 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1129 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.79062 0.35838E-001-0.37303 1.1636 1.0225 + 272 0.79062 0.35838E-001-0.37303 1.1636 1.0225 + 239 0.79062 0.35838E-001-0.37303 1.1636 1.0225 + 239 0.79062 0.35838E-001-0.37303 1.1636 1.0225 + 316 0.79062 0.35838E-001-0.37303 1.1636 1.0225 + 316 0.79062 0.35838E-001-0.37303 1.1636 1.0225 + 316 0.79062 0.35838E-001-0.37303 1.1636 1.0225 + 316 0.79062 0.35838E-001-0.37303 1.1636 1.0225 + + ELEMENT= 1130 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 0.29581E-001-0.23101 -0.87032 0.89990 0.80201 + 135 0.29581E-001-0.23101 -0.87032 0.89990 0.80201 + 136 0.29581E-001-0.23101 -0.87032 0.89990 0.80201 + 136 0.29581E-001-0.23101 -0.87032 0.89990 0.80201 + 139 0.29581E-001-0.23101 -0.87032 0.89990 0.80201 + 139 0.29581E-001-0.23101 -0.87032 0.89990 0.80201 + 139 0.29581E-001-0.23101 -0.87032 0.89990 0.80201 + 139 0.29581E-001-0.23101 -0.87032 0.89990 0.80201 + + ELEMENT= 1131 SOLID185 + NODE S1 S2 S3 SINT SEQV + 197 1.0703 0.80712E-001-0.51433E-001 1.1217 1.0618 + 110 1.0703 0.80712E-001-0.51433E-001 1.1217 1.0618 + 297 1.0703 0.80712E-001-0.51433E-001 1.1217 1.0618 + 297 1.0703 0.80712E-001-0.51433E-001 1.1217 1.0618 + 266 1.0703 0.80712E-001-0.51433E-001 1.1217 1.0618 + 266 1.0703 0.80712E-001-0.51433E-001 1.1217 1.0618 + 266 1.0703 0.80712E-001-0.51433E-001 1.1217 1.0618 + 266 1.0703 0.80712E-001-0.51433E-001 1.1217 1.0618 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1132 SOLID185 + NODE S1 S2 S3 SINT SEQV + 227 -0.96467E-001-0.25708 -1.4521 1.3557 1.2829 + 141 -0.96467E-001-0.25708 -1.4521 1.3557 1.2829 + 142 -0.96467E-001-0.25708 -1.4521 1.3557 1.2829 + 142 -0.96467E-001-0.25708 -1.4521 1.3557 1.2829 + 145 -0.96467E-001-0.25708 -1.4521 1.3557 1.2829 + 145 -0.96467E-001-0.25708 -1.4521 1.3557 1.2829 + 145 -0.96467E-001-0.25708 -1.4521 1.3557 1.2829 + 145 -0.96467E-001-0.25708 -1.4521 1.3557 1.2829 + + ELEMENT= 1133 SOLID185 + NODE S1 S2 S3 SINT SEQV + 259 1.1806 0.34114E-003-0.14002 1.3206 1.2563 + 320 1.1806 0.34114E-003-0.14002 1.3206 1.2563 + 41 1.1806 0.34114E-003-0.14002 1.3206 1.2563 + 41 1.1806 0.34114E-003-0.14002 1.3206 1.2563 + 113 1.1806 0.34114E-003-0.14002 1.3206 1.2563 + 113 1.1806 0.34114E-003-0.14002 1.3206 1.2563 + 113 1.1806 0.34114E-003-0.14002 1.3206 1.2563 + 113 1.1806 0.34114E-003-0.14002 1.3206 1.2563 + + ELEMENT= 1134 SOLID185 + NODE S1 S2 S3 SINT SEQV + 320 2.0320 0.31936 0.81296E-001 1.9507 1.8432 + 40 2.0320 0.31936 0.81296E-001 1.9507 1.8432 + 183 2.0320 0.31936 0.81296E-001 1.9507 1.8432 + 183 2.0320 0.31936 0.81296E-001 1.9507 1.8432 + 41 2.0320 0.31936 0.81296E-001 1.9507 1.8432 + 41 2.0320 0.31936 0.81296E-001 1.9507 1.8432 + 41 2.0320 0.31936 0.81296E-001 1.9507 1.8432 + 41 2.0320 0.31936 0.81296E-001 1.9507 1.8432 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1135 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.61062 -0.96194 -2.4329 1.8222 1.6745 + 284 -0.61062 -0.96194 -2.4329 1.8222 1.6745 + 288 -0.61062 -0.96194 -2.4329 1.8222 1.6745 + 288 -0.61062 -0.96194 -2.4329 1.8222 1.6745 + 131 -0.61062 -0.96194 -2.4329 1.8222 1.6745 + 131 -0.61062 -0.96194 -2.4329 1.8222 1.6745 + 131 -0.61062 -0.96194 -2.4329 1.8222 1.6745 + 131 -0.61062 -0.96194 -2.4329 1.8222 1.6745 + + ELEMENT= 1136 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 -0.19671 -0.32225 -1.8401 1.6434 1.5844 + 267 -0.19671 -0.32225 -1.8401 1.6434 1.5844 + 300 -0.19671 -0.32225 -1.8401 1.6434 1.5844 + 300 -0.19671 -0.32225 -1.8401 1.6434 1.5844 + 257 -0.19671 -0.32225 -1.8401 1.6434 1.5844 + 257 -0.19671 -0.32225 -1.8401 1.6434 1.5844 + 257 -0.19671 -0.32225 -1.8401 1.6434 1.5844 + 257 -0.19671 -0.32225 -1.8401 1.6434 1.5844 + + ELEMENT= 1137 SOLID185 + NODE S1 S2 S3 SINT SEQV + 232 2.9622 0.39804 0.16780 2.7944 2.6867 + 120 2.9622 0.39804 0.16780 2.7944 2.6867 + 117 2.9622 0.39804 0.16780 2.7944 2.6867 + 117 2.9622 0.39804 0.16780 2.7944 2.6867 + 121 2.9622 0.39804 0.16780 2.7944 2.6867 + 121 2.9622 0.39804 0.16780 2.7944 2.6867 + 121 2.9622 0.39804 0.16780 2.7944 2.6867 + 121 2.9622 0.39804 0.16780 2.7944 2.6867 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1138 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.68316 0.63947E-001-0.22732 0.91049 0.80538 + 13 0.68316 0.63947E-001-0.22732 0.91049 0.80538 + 71 0.68316 0.63947E-001-0.22732 0.91049 0.80538 + 71 0.68316 0.63947E-001-0.22732 0.91049 0.80538 + 12 0.68316 0.63947E-001-0.22732 0.91049 0.80538 + 12 0.68316 0.63947E-001-0.22732 0.91049 0.80538 + 12 0.68316 0.63947E-001-0.22732 0.91049 0.80538 + 12 0.68316 0.63947E-001-0.22732 0.91049 0.80538 + + ELEMENT= 1139 SOLID185 + NODE S1 S2 S3 SINT SEQV + 236 0.36207 -0.22831 -0.81774 1.1798 1.0217 + 95 0.36207 -0.22831 -0.81774 1.1798 1.0217 + 94 0.36207 -0.22831 -0.81774 1.1798 1.0217 + 94 0.36207 -0.22831 -0.81774 1.1798 1.0217 + 91 0.36207 -0.22831 -0.81774 1.1798 1.0217 + 91 0.36207 -0.22831 -0.81774 1.1798 1.0217 + 91 0.36207 -0.22831 -0.81774 1.1798 1.0217 + 91 0.36207 -0.22831 -0.81774 1.1798 1.0217 + + ELEMENT= 1140 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 1.2864 0.35416E-002-0.11894 1.4053 1.3483 + 219 1.2864 0.35416E-002-0.11894 1.4053 1.3483 + 114 1.2864 0.35416E-002-0.11894 1.4053 1.3483 + 114 1.2864 0.35416E-002-0.11894 1.4053 1.3483 + 115 1.2864 0.35416E-002-0.11894 1.4053 1.3483 + 115 1.2864 0.35416E-002-0.11894 1.4053 1.3483 + 115 1.2864 0.35416E-002-0.11894 1.4053 1.3483 + 115 1.2864 0.35416E-002-0.11894 1.4053 1.3483 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1141 SOLID185 + NODE S1 S2 S3 SINT SEQV + 219 2.4755 0.17789 -0.14483E-001 2.4899 2.3996 + 115 2.4755 0.17789 -0.14483E-001 2.4899 2.3996 + 118 2.4755 0.17789 -0.14483E-001 2.4899 2.3996 + 118 2.4755 0.17789 -0.14483E-001 2.4899 2.3996 + 114 2.4755 0.17789 -0.14483E-001 2.4899 2.3996 + 114 2.4755 0.17789 -0.14483E-001 2.4899 2.3996 + 114 2.4755 0.17789 -0.14483E-001 2.4899 2.3996 + 114 2.4755 0.17789 -0.14483E-001 2.4899 2.3996 + + ELEMENT= 1142 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 1.1621 -0.79601E-001-0.36219 1.5243 1.4045 + 186 1.1621 -0.79601E-001-0.36219 1.5243 1.4045 + 189 1.1621 -0.79601E-001-0.36219 1.5243 1.4045 + 189 1.1621 -0.79601E-001-0.36219 1.5243 1.4045 + 42 1.1621 -0.79601E-001-0.36219 1.5243 1.4045 + 42 1.1621 -0.79601E-001-0.36219 1.5243 1.4045 + 42 1.1621 -0.79601E-001-0.36219 1.5243 1.4045 + 42 1.1621 -0.79601E-001-0.36219 1.5243 1.4045 + + ELEMENT= 1143 SOLID185 + NODE S1 S2 S3 SINT SEQV + 237 1.9030 0.37567 0.17517 1.7278 1.6368 + 95 1.9030 0.37567 0.17517 1.7278 1.6368 + 3 1.9030 0.37567 0.17517 1.7278 1.6368 + 3 1.9030 0.37567 0.17517 1.7278 1.6368 + 21 1.9030 0.37567 0.17517 1.7278 1.6368 + 21 1.9030 0.37567 0.17517 1.7278 1.6368 + 21 1.9030 0.37567 0.17517 1.7278 1.6368 + 21 1.9030 0.37567 0.17517 1.7278 1.6368 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1144 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 1.3038 -0.21739E-001-0.49632 1.8002 1.6160 + 95 1.3038 -0.21739E-001-0.49632 1.8002 1.6160 + 92 1.3038 -0.21739E-001-0.49632 1.8002 1.6160 + 92 1.3038 -0.21739E-001-0.49632 1.8002 1.6160 + 20 1.3038 -0.21739E-001-0.49632 1.8002 1.6160 + 20 1.3038 -0.21739E-001-0.49632 1.8002 1.6160 + 20 1.3038 -0.21739E-001-0.49632 1.8002 1.6160 + 20 1.3038 -0.21739E-001-0.49632 1.8002 1.6160 + + ELEMENT= 1145 SOLID185 + NODE S1 S2 S3 SINT SEQV + 255 0.42480 -0.55166E-001-0.75007 1.1749 1.0231 + 236 0.42480 -0.55166E-001-0.75007 1.1749 1.0231 + 257 0.42480 -0.55166E-001-0.75007 1.1749 1.0231 + 257 0.42480 -0.55166E-001-0.75007 1.1749 1.0231 + 258 0.42480 -0.55166E-001-0.75007 1.1749 1.0231 + 258 0.42480 -0.55166E-001-0.75007 1.1749 1.0231 + 258 0.42480 -0.55166E-001-0.75007 1.1749 1.0231 + 258 0.42480 -0.55166E-001-0.75007 1.1749 1.0231 + + ELEMENT= 1146 SOLID185 + NODE S1 S2 S3 SINT SEQV + 303 0.43115E-001-0.11825 -0.25255 0.29566 0.25641 + 126 0.43115E-001-0.11825 -0.25255 0.29566 0.25641 + 258 0.43115E-001-0.11825 -0.25255 0.29566 0.25641 + 258 0.43115E-001-0.11825 -0.25255 0.29566 0.25641 + 22 0.43115E-001-0.11825 -0.25255 0.29566 0.25641 + 22 0.43115E-001-0.11825 -0.25255 0.29566 0.25641 + 22 0.43115E-001-0.11825 -0.25255 0.29566 0.25641 + 22 0.43115E-001-0.11825 -0.25255 0.29566 0.25641 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1147 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 0.10661 -0.20682 -2.0586 2.1652 2.0268 + 256 0.10661 -0.20682 -2.0586 2.1652 2.0268 + 93 0.10661 -0.20682 -2.0586 2.1652 2.0268 + 93 0.10661 -0.20682 -2.0586 2.1652 2.0268 + 301 0.10661 -0.20682 -2.0586 2.1652 2.0268 + 301 0.10661 -0.20682 -2.0586 2.1652 2.0268 + 301 0.10661 -0.20682 -2.0586 2.1652 2.0268 + 301 0.10661 -0.20682 -2.0586 2.1652 2.0268 + + ELEMENT= 1148 SOLID185 + NODE S1 S2 S3 SINT SEQV + 267 -0.22470 -0.27023 -1.3532 1.1285 1.1065 + 300 -0.22470 -0.27023 -1.3532 1.1285 1.1065 + 130 -0.22470 -0.27023 -1.3532 1.1285 1.1065 + 130 -0.22470 -0.27023 -1.3532 1.1285 1.1065 + 288 -0.22470 -0.27023 -1.3532 1.1285 1.1065 + 288 -0.22470 -0.27023 -1.3532 1.1285 1.1065 + 288 -0.22470 -0.27023 -1.3532 1.1285 1.1065 + 288 -0.22470 -0.27023 -1.3532 1.1285 1.1065 + + ELEMENT= 1149 SOLID185 + NODE S1 S2 S3 SINT SEQV + 246 0.80594 0.59159E-002-0.31229 1.1182 0.99793 + 219 0.80594 0.59159E-002-0.31229 1.1182 0.99793 + 215 0.80594 0.59159E-002-0.31229 1.1182 0.99793 + 215 0.80594 0.59159E-002-0.31229 1.1182 0.99793 + 236 0.80594 0.59159E-002-0.31229 1.1182 0.99793 + 236 0.80594 0.59159E-002-0.31229 1.1182 0.99793 + 236 0.80594 0.59159E-002-0.31229 1.1182 0.99793 + 236 0.80594 0.59159E-002-0.31229 1.1182 0.99793 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1150 SOLID185 + NODE S1 S2 S3 SINT SEQV + 276 0.62947 0.87061E-001-0.13326 0.76273 0.67989 + 73 0.62947 0.87061E-001-0.13326 0.76273 0.67989 + 74 0.62947 0.87061E-001-0.13326 0.76273 0.67989 + 74 0.62947 0.87061E-001-0.13326 0.76273 0.67989 + 77 0.62947 0.87061E-001-0.13326 0.76273 0.67989 + 77 0.62947 0.87061E-001-0.13326 0.76273 0.67989 + 77 0.62947 0.87061E-001-0.13326 0.76273 0.67989 + 77 0.62947 0.87061E-001-0.13326 0.76273 0.67989 + + ELEMENT= 1151 SOLID185 + NODE S1 S2 S3 SINT SEQV + 130 -0.21045E-001-0.32406 -1.2752 1.2541 1.1334 + 257 -0.21045E-001-0.32406 -1.2752 1.2541 1.1334 + 127 -0.21045E-001-0.32406 -1.2752 1.2541 1.1334 + 127 -0.21045E-001-0.32406 -1.2752 1.2541 1.1334 + 126 -0.21045E-001-0.32406 -1.2752 1.2541 1.1334 + 126 -0.21045E-001-0.32406 -1.2752 1.2541 1.1334 + 126 -0.21045E-001-0.32406 -1.2752 1.2541 1.1334 + 126 -0.21045E-001-0.32406 -1.2752 1.2541 1.1334 + + ELEMENT= 1152 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.25670 0.15297 0.51693E-001 0.20501 0.17755 + 314 0.25670 0.15297 0.51693E-001 0.20501 0.17755 + 326 0.25670 0.15297 0.51693E-001 0.20501 0.17755 + 326 0.25670 0.15297 0.51693E-001 0.20501 0.17755 + 97 0.25670 0.15297 0.51693E-001 0.20501 0.17755 + 97 0.25670 0.15297 0.51693E-001 0.20501 0.17755 + 97 0.25670 0.15297 0.51693E-001 0.20501 0.17755 + 97 0.25670 0.15297 0.51693E-001 0.20501 0.17755 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1153 SOLID185 + NODE S1 S2 S3 SINT SEQV + 199 0.84573 0.78977E-001-0.50361 1.3493 1.1722 + 240 0.84573 0.78977E-001-0.50361 1.3493 1.1722 + 248 0.84573 0.78977E-001-0.50361 1.3493 1.1722 + 248 0.84573 0.78977E-001-0.50361 1.3493 1.1722 + 85 0.84573 0.78977E-001-0.50361 1.3493 1.1722 + 85 0.84573 0.78977E-001-0.50361 1.3493 1.1722 + 85 0.84573 0.78977E-001-0.50361 1.3493 1.1722 + 85 0.84573 0.78977E-001-0.50361 1.3493 1.1722 + + ELEMENT= 1154 SOLID185 + NODE S1 S2 S3 SINT SEQV + 183 1.2235 0.32685E-001-0.81638E-001 1.3052 1.2519 + 41 1.2235 0.32685E-001-0.81638E-001 1.3052 1.2519 + 259 1.2235 0.32685E-001-0.81638E-001 1.3052 1.2519 + 259 1.2235 0.32685E-001-0.81638E-001 1.3052 1.2519 + 320 1.2235 0.32685E-001-0.81638E-001 1.3052 1.2519 + 320 1.2235 0.32685E-001-0.81638E-001 1.3052 1.2519 + 320 1.2235 0.32685E-001-0.81638E-001 1.3052 1.2519 + 320 1.2235 0.32685E-001-0.81638E-001 1.3052 1.2519 + + ELEMENT= 1155 SOLID185 + NODE S1 S2 S3 SINT SEQV + 328 1.2698 -0.56196E-001-0.43642 1.7062 1.5515 + 19 1.2698 -0.56196E-001-0.43642 1.7062 1.5515 + 92 1.2698 -0.56196E-001-0.43642 1.7062 1.5515 + 92 1.2698 -0.56196E-001-0.43642 1.7062 1.5515 + 89 1.2698 -0.56196E-001-0.43642 1.7062 1.5515 + 89 1.2698 -0.56196E-001-0.43642 1.7062 1.5515 + 89 1.2698 -0.56196E-001-0.43642 1.7062 1.5515 + 89 1.2698 -0.56196E-001-0.43642 1.7062 1.5515 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1156 SOLID185 + NODE S1 S2 S3 SINT SEQV + 321 0.96366 -0.94815E-001-0.40868 1.3723 1.2454 + 83 0.96366 -0.94815E-001-0.40868 1.3723 1.2454 + 17 0.96366 -0.94815E-001-0.40868 1.3723 1.2454 + 17 0.96366 -0.94815E-001-0.40868 1.3723 1.2454 + 86 0.96366 -0.94815E-001-0.40868 1.3723 1.2454 + 86 0.96366 -0.94815E-001-0.40868 1.3723 1.2454 + 86 0.96366 -0.94815E-001-0.40868 1.3723 1.2454 + 86 0.96366 -0.94815E-001-0.40868 1.3723 1.2454 + + ELEMENT= 1157 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.0890 -0.10386 -0.48556 1.5746 1.4227 + 86 1.0890 -0.10386 -0.48556 1.5746 1.4227 + 18 1.0890 -0.10386 -0.48556 1.5746 1.4227 + 18 1.0890 -0.10386 -0.48556 1.5746 1.4227 + 89 1.0890 -0.10386 -0.48556 1.5746 1.4227 + 89 1.0890 -0.10386 -0.48556 1.5746 1.4227 + 89 1.0890 -0.10386 -0.48556 1.5746 1.4227 + 89 1.0890 -0.10386 -0.48556 1.5746 1.4227 + + ELEMENT= 1158 SOLID185 + NODE S1 S2 S3 SINT SEQV + 321 1.9396 0.31679 0.13978 1.7998 1.7182 + 16 1.9396 0.31679 0.13978 1.7998 1.7182 + 17 1.9396 0.31679 0.13978 1.7998 1.7182 + 17 1.9396 0.31679 0.13978 1.7998 1.7182 + 83 1.9396 0.31679 0.13978 1.7998 1.7182 + 83 1.9396 0.31679 0.13978 1.7998 1.7182 + 83 1.9396 0.31679 0.13978 1.7998 1.7182 + 83 1.9396 0.31679 0.13978 1.7998 1.7182 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1159 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.13772E-001-0.15278 -0.84456 0.85833 0.78836 + 178 0.13772E-001-0.15278 -0.84456 0.85833 0.78836 + 179 0.13772E-001-0.15278 -0.84456 0.85833 0.78836 + 179 0.13772E-001-0.15278 -0.84456 0.85833 0.78836 + 182 0.13772E-001-0.15278 -0.84456 0.85833 0.78836 + 182 0.13772E-001-0.15278 -0.84456 0.85833 0.78836 + 182 0.13772E-001-0.15278 -0.84456 0.85833 0.78836 + 182 0.13772E-001-0.15278 -0.84456 0.85833 0.78836 + + ELEMENT= 1160 SOLID185 + NODE S1 S2 S3 SINT SEQV + 113 2.0516 0.73721E-001-0.36888E-001 2.0885 2.0354 + 259 2.0516 0.73721E-001-0.36888E-001 2.0885 2.0354 + 42 2.0516 0.73721E-001-0.36888E-001 2.0885 2.0354 + 42 2.0516 0.73721E-001-0.36888E-001 2.0885 2.0354 + 41 2.0516 0.73721E-001-0.36888E-001 2.0885 2.0354 + 41 2.0516 0.73721E-001-0.36888E-001 2.0885 2.0354 + 41 2.0516 0.73721E-001-0.36888E-001 2.0885 2.0354 + 41 2.0516 0.73721E-001-0.36888E-001 2.0885 2.0354 + + ELEMENT= 1161 SOLID185 + NODE S1 S2 S3 SINT SEQV + 269 1.0000 0.32337 -0.73270E-001 1.0733 0.93997 + 212 1.0000 0.32337 -0.73270E-001 1.0733 0.93997 + 264 1.0000 0.32337 -0.73270E-001 1.0733 0.93997 + 264 1.0000 0.32337 -0.73270E-001 1.0733 0.93997 + 260 1.0000 0.32337 -0.73270E-001 1.0733 0.93997 + 260 1.0000 0.32337 -0.73270E-001 1.0733 0.93997 + 260 1.0000 0.32337 -0.73270E-001 1.0733 0.93997 + 260 1.0000 0.32337 -0.73270E-001 1.0733 0.93997 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1162 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.26385 0.52562E-001-0.10950 0.37335 0.32426 + 275 0.26385 0.52562E-001-0.10950 0.37335 0.32426 + 285 0.26385 0.52562E-001-0.10950 0.37335 0.32426 + 285 0.26385 0.52562E-001-0.10950 0.37335 0.32426 + 274 0.26385 0.52562E-001-0.10950 0.37335 0.32426 + 274 0.26385 0.52562E-001-0.10950 0.37335 0.32426 + 274 0.26385 0.52562E-001-0.10950 0.37335 0.32426 + 274 0.26385 0.52562E-001-0.10950 0.37335 0.32426 + + ELEMENT= 1163 SOLID185 + NODE S1 S2 S3 SINT SEQV + 126 0.10876 0.17088E-001-0.13341 0.24217 0.21178 + 236 0.10876 0.17088E-001-0.13341 0.24217 0.21178 + 257 0.10876 0.17088E-001-0.13341 0.24217 0.21178 + 257 0.10876 0.17088E-001-0.13341 0.24217 0.21178 + 127 0.10876 0.17088E-001-0.13341 0.24217 0.21178 + 127 0.10876 0.17088E-001-0.13341 0.24217 0.21178 + 127 0.10876 0.17088E-001-0.13341 0.24217 0.21178 + 127 0.10876 0.17088E-001-0.13341 0.24217 0.21178 + + ELEMENT= 1164 SOLID185 + NODE S1 S2 S3 SINT SEQV + 181 0.78014E-001-0.16292 -0.39635 0.47437 0.41083 + 180 0.78014E-001-0.16292 -0.39635 0.47437 0.41083 + 184 0.78014E-001-0.16292 -0.39635 0.47437 0.41083 + 184 0.78014E-001-0.16292 -0.39635 0.47437 0.41083 + 225 0.78014E-001-0.16292 -0.39635 0.47437 0.41083 + 225 0.78014E-001-0.16292 -0.39635 0.47437 0.41083 + 225 0.78014E-001-0.16292 -0.39635 0.47437 0.41083 + 225 0.78014E-001-0.16292 -0.39635 0.47437 0.41083 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1165 SOLID185 + NODE S1 S2 S3 SINT SEQV + 225 0.61370 -0.24214E-001-0.15047 0.76417 0.70952 + 297 0.61370 -0.24214E-001-0.15047 0.76417 0.70952 + 226 0.61370 -0.24214E-001-0.15047 0.76417 0.70952 + 226 0.61370 -0.24214E-001-0.15047 0.76417 0.70952 + 177 0.61370 -0.24214E-001-0.15047 0.76417 0.70952 + 177 0.61370 -0.24214E-001-0.15047 0.76417 0.70952 + 177 0.61370 -0.24214E-001-0.15047 0.76417 0.70952 + 177 0.61370 -0.24214E-001-0.15047 0.76417 0.70952 + + ELEMENT= 1166 SOLID185 + NODE S1 S2 S3 SINT SEQV + 225 1.0803 0.13638 -0.15783 1.2381 1.1203 + 180 1.0803 0.13638 -0.15783 1.2381 1.1203 + 177 1.0803 0.13638 -0.15783 1.2381 1.1203 + 177 1.0803 0.13638 -0.15783 1.2381 1.1203 + 181 1.0803 0.13638 -0.15783 1.2381 1.1203 + 181 1.0803 0.13638 -0.15783 1.2381 1.1203 + 181 1.0803 0.13638 -0.15783 1.2381 1.1203 + 181 1.0803 0.13638 -0.15783 1.2381 1.1203 + + ELEMENT= 1167 SOLID185 + NODE S1 S2 S3 SINT SEQV + 200 0.15466 -0.39926E-001 -1.0150 1.1696 1.0855 + 242 0.15466 -0.39926E-001 -1.0150 1.1696 1.0855 + 241 0.15466 -0.39926E-001 -1.0150 1.1696 1.0855 + 241 0.15466 -0.39926E-001 -1.0150 1.1696 1.0855 + 289 0.15466 -0.39926E-001 -1.0150 1.1696 1.0855 + 289 0.15466 -0.39926E-001 -1.0150 1.1696 1.0855 + 289 0.15466 -0.39926E-001 -1.0150 1.1696 1.0855 + 289 0.15466 -0.39926E-001 -1.0150 1.1696 1.0855 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1168 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.22566 0.11197 -0.73230 0.95796 0.90648 + 208 0.22566 0.11197 -0.73230 0.95796 0.90648 + 244 0.22566 0.11197 -0.73230 0.95796 0.90648 + 244 0.22566 0.11197 -0.73230 0.95796 0.90648 + 221 0.22566 0.11197 -0.73230 0.95796 0.90648 + 221 0.22566 0.11197 -0.73230 0.95796 0.90648 + 221 0.22566 0.11197 -0.73230 0.95796 0.90648 + 221 0.22566 0.11197 -0.73230 0.95796 0.90648 + + ELEMENT= 1169 SOLID185 + NODE S1 S2 S3 SINT SEQV + 287 0.49110E-001-0.28880 -2.1866 2.2357 2.0873 + 284 0.49110E-001-0.28880 -2.1866 2.2357 2.0873 + 261 0.49110E-001-0.28880 -2.1866 2.2357 2.0873 + 261 0.49110E-001-0.28880 -2.1866 2.2357 2.0873 + 156 0.49110E-001-0.28880 -2.1866 2.2357 2.0873 + 156 0.49110E-001-0.28880 -2.1866 2.2357 2.0873 + 156 0.49110E-001-0.28880 -2.1866 2.2357 2.0873 + 156 0.49110E-001-0.28880 -2.1866 2.2357 2.0873 + + ELEMENT= 1170 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.4417 0.10099 -0.11122 1.5529 1.4584 + 223 1.4417 0.10099 -0.11122 1.5529 1.4584 + 321 1.4417 0.10099 -0.11122 1.5529 1.4584 + 321 1.4417 0.10099 -0.11122 1.5529 1.4584 + 248 1.4417 0.10099 -0.11122 1.5529 1.4584 + 248 1.4417 0.10099 -0.11122 1.5529 1.4584 + 248 1.4417 0.10099 -0.11122 1.5529 1.4584 + 248 1.4417 0.10099 -0.11122 1.5529 1.4584 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1171 SOLID185 + NODE S1 S2 S3 SINT SEQV + 248 1.5155 0.28423 0.59555E-001 1.4559 1.3576 + 199 1.5155 0.28423 0.59555E-001 1.4559 1.3576 + 247 1.5155 0.28423 0.59555E-001 1.4559 1.3576 + 247 1.5155 0.28423 0.59555E-001 1.4559 1.3576 + 223 1.5155 0.28423 0.59555E-001 1.4559 1.3576 + 223 1.5155 0.28423 0.59555E-001 1.4559 1.3576 + 223 1.5155 0.28423 0.59555E-001 1.4559 1.3576 + 223 1.5155 0.28423 0.59555E-001 1.4559 1.3576 + + ELEMENT= 1172 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 2.0023 0.44546 0.17733 1.8249 1.7067 + 159 2.0023 0.44546 0.17733 1.8249 1.7067 + 8 2.0023 0.44546 0.17733 1.8249 1.7067 + 8 2.0023 0.44546 0.17733 1.8249 1.7067 + 66 2.0023 0.44546 0.17733 1.8249 1.7067 + 66 2.0023 0.44546 0.17733 1.8249 1.7067 + 66 2.0023 0.44546 0.17733 1.8249 1.7067 + 66 2.0023 0.44546 0.17733 1.8249 1.7067 + + ELEMENT= 1173 SOLID185 + NODE S1 S2 S3 SINT SEQV + 216 -0.14560 -0.33461 -2.8214 2.6758 2.5865 + 154 -0.14560 -0.33461 -2.8214 2.6758 2.5865 + 158 -0.14560 -0.33461 -2.8214 2.6758 2.5865 + 158 -0.14560 -0.33461 -2.8214 2.6758 2.5865 + 157 -0.14560 -0.33461 -2.8214 2.6758 2.5865 + 157 -0.14560 -0.33461 -2.8214 2.6758 2.5865 + 157 -0.14560 -0.33461 -2.8214 2.6758 2.5865 + 157 -0.14560 -0.33461 -2.8214 2.6758 2.5865 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1174 SOLID185 + NODE S1 S2 S3 SINT SEQV + 239 0.40768 -0.16049 -0.66719 1.0749 0.93136 + 79 0.40768 -0.16049 -0.66719 1.0749 0.93136 + 83 0.40768 -0.16049 -0.66719 1.0749 0.93136 + 83 0.40768 -0.16049 -0.66719 1.0749 0.93136 + 82 0.40768 -0.16049 -0.66719 1.0749 0.93136 + 82 0.40768 -0.16049 -0.66719 1.0749 0.93136 + 82 0.40768 -0.16049 -0.66719 1.0749 0.93136 + 82 0.40768 -0.16049 -0.66719 1.0749 0.93136 + + ELEMENT= 1175 SOLID185 + NODE S1 S2 S3 SINT SEQV + 216 -0.14176 -0.23338 -2.8614 2.7197 2.6750 + 154 -0.14176 -0.23338 -2.8614 2.7197 2.6750 + 155 -0.14176 -0.23338 -2.8614 2.7197 2.6750 + 155 -0.14176 -0.23338 -2.8614 2.7197 2.6750 + 158 -0.14176 -0.23338 -2.8614 2.7197 2.6750 + 158 -0.14176 -0.23338 -2.8614 2.7197 2.6750 + 158 -0.14176 -0.23338 -2.8614 2.7197 2.6750 + 158 -0.14176 -0.23338 -2.8614 2.7197 2.6750 + + ELEMENT= 1176 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.26850E-002-0.10606 -2.6387 2.6414 2.5888 + 155 0.26850E-002-0.10606 -2.6387 2.6414 2.5888 + 151 0.26850E-002-0.10606 -2.6387 2.6414 2.5888 + 151 0.26850E-002-0.10606 -2.6387 2.6414 2.5888 + 152 0.26850E-002-0.10606 -2.6387 2.6414 2.5888 + 152 0.26850E-002-0.10606 -2.6387 2.6414 2.5888 + 152 0.26850E-002-0.10606 -2.6387 2.6414 2.5888 + 152 0.26850E-002-0.10606 -2.6387 2.6414 2.5888 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1177 SOLID185 + NODE S1 S2 S3 SINT SEQV + 260 1.3520 0.12548 0.82644E-001 1.2693 1.2485 + 264 1.3520 0.12548 0.82644E-001 1.2693 1.2485 + 269 1.3520 0.12548 0.82644E-001 1.2693 1.2485 + 269 1.3520 0.12548 0.82644E-001 1.2693 1.2485 + 192 1.3520 0.12548 0.82644E-001 1.2693 1.2485 + 192 1.3520 0.12548 0.82644E-001 1.2693 1.2485 + 192 1.3520 0.12548 0.82644E-001 1.2693 1.2485 + 192 1.3520 0.12548 0.82644E-001 1.2693 1.2485 + + ELEMENT= 1178 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 0.79070 0.13278E-001-0.64459E-001 0.85516 0.81907 + 107 0.79070 0.13278E-001-0.64459E-001 0.85516 0.81907 + 265 0.79070 0.13278E-001-0.64459E-001 0.85516 0.81907 + 265 0.79070 0.13278E-001-0.64459E-001 0.85516 0.81907 + 106 0.79070 0.13278E-001-0.64459E-001 0.85516 0.81907 + 106 0.79070 0.13278E-001-0.64459E-001 0.85516 0.81907 + 106 0.79070 0.13278E-001-0.64459E-001 0.85516 0.81907 + 106 0.79070 0.13278E-001-0.64459E-001 0.85516 0.81907 + + ELEMENT= 1179 SOLID185 + NODE S1 S2 S3 SINT SEQV + 278 0.39984 -0.20267E-001-0.44499 0.84484 0.73165 + 172 0.39984 -0.20267E-001-0.44499 0.84484 0.73165 + 277 0.39984 -0.20267E-001-0.44499 0.84484 0.73165 + 277 0.39984 -0.20267E-001-0.44499 0.84484 0.73165 + 175 0.39984 -0.20267E-001-0.44499 0.84484 0.73165 + 175 0.39984 -0.20267E-001-0.44499 0.84484 0.73165 + 175 0.39984 -0.20267E-001-0.44499 0.84484 0.73165 + 175 0.39984 -0.20267E-001-0.44499 0.84484 0.73165 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1180 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 2.1204 0.18350 0.38089E-001 2.0823 2.0135 + 234 2.1204 0.18350 0.38089E-001 2.0823 2.0135 + 122 2.1204 0.18350 0.38089E-001 2.0823 2.0135 + 122 2.1204 0.18350 0.38089E-001 2.0823 2.0135 + 121 2.1204 0.18350 0.38089E-001 2.0823 2.0135 + 121 2.1204 0.18350 0.38089E-001 2.0823 2.0135 + 121 2.1204 0.18350 0.38089E-001 2.0823 2.0135 + 121 2.1204 0.18350 0.38089E-001 2.0823 2.0135 + + ELEMENT= 1181 SOLID185 + NODE S1 S2 S3 SINT SEQV + 307 1.2227 0.12233 -0.23599E-001 1.2463 1.1801 + 331 1.2227 0.12233 -0.23599E-001 1.2463 1.1801 + 103 1.2227 0.12233 -0.23599E-001 1.2463 1.1801 + 103 1.2227 0.12233 -0.23599E-001 1.2463 1.1801 + 106 1.2227 0.12233 -0.23599E-001 1.2463 1.1801 + 106 1.2227 0.12233 -0.23599E-001 1.2463 1.1801 + 106 1.2227 0.12233 -0.23599E-001 1.2463 1.1801 + 106 1.2227 0.12233 -0.23599E-001 1.2463 1.1801 + + ELEMENT= 1182 SOLID185 + NODE S1 S2 S3 SINT SEQV + 319 2.4939 0.77469 0.60483 1.8891 1.8102 + 125 2.4939 0.77469 0.60483 1.8891 1.8102 + 124 2.4939 0.77469 0.60483 1.8891 1.8102 + 124 2.4939 0.77469 0.60483 1.8891 1.8102 + 46 2.4939 0.77469 0.60483 1.8891 1.8102 + 46 2.4939 0.77469 0.60483 1.8891 1.8102 + 46 2.4939 0.77469 0.60483 1.8891 1.8102 + 46 2.4939 0.77469 0.60483 1.8891 1.8102 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1183 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 0.79387 -0.93041E-001-0.39258 1.1865 1.0686 + 16 0.79387 -0.93041E-001-0.39258 1.1865 1.0686 + 83 0.79387 -0.93041E-001-0.39258 1.1865 1.0686 + 83 0.79387 -0.93041E-001-0.39258 1.1865 1.0686 + 80 0.79387 -0.93041E-001-0.39258 1.1865 1.0686 + 80 0.79387 -0.93041E-001-0.39258 1.1865 1.0686 + 80 0.79387 -0.93041E-001-0.39258 1.1865 1.0686 + 80 0.79387 -0.93041E-001-0.39258 1.1865 1.0686 + + ELEMENT= 1184 SOLID185 + NODE S1 S2 S3 SINT SEQV + 289 0.29244E-001-0.10131 -1.9786 2.0078 1.9458 + 145 0.29244E-001-0.10131 -1.9786 2.0078 1.9458 + 149 0.29244E-001-0.10131 -1.9786 2.0078 1.9458 + 149 0.29244E-001-0.10131 -1.9786 2.0078 1.9458 + 148 0.29244E-001-0.10131 -1.9786 2.0078 1.9458 + 148 0.29244E-001-0.10131 -1.9786 2.0078 1.9458 + 148 0.29244E-001-0.10131 -1.9786 2.0078 1.9458 + 148 0.29244E-001-0.10131 -1.9786 2.0078 1.9458 + + ELEMENT= 1185 SOLID185 + NODE S1 S2 S3 SINT SEQV + 213 1.7555 0.57439E-001-0.18052 1.9360 1.8287 + 116 1.7555 0.57439E-001-0.18052 1.9360 1.8287 + 112 1.7555 0.57439E-001-0.18052 1.9360 1.8287 + 112 1.7555 0.57439E-001-0.18052 1.9360 1.8287 + 259 1.7555 0.57439E-001-0.18052 1.9360 1.8287 + 259 1.7555 0.57439E-001-0.18052 1.9360 1.8287 + 259 1.7555 0.57439E-001-0.18052 1.9360 1.8287 + 259 1.7555 0.57439E-001-0.18052 1.9360 1.8287 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1186 SOLID185 + NODE S1 S2 S3 SINT SEQV + 201 0.40145 -0.81701E-001-0.58818 0.98963 0.85713 + 238 0.40145 -0.81701E-001-0.58818 0.98963 0.85713 + 272 0.40145 -0.81701E-001-0.58818 0.98963 0.85713 + 272 0.40145 -0.81701E-001-0.58818 0.98963 0.85713 + 239 0.40145 -0.81701E-001-0.58818 0.98963 0.85713 + 239 0.40145 -0.81701E-001-0.58818 0.98963 0.85713 + 239 0.40145 -0.81701E-001-0.58818 0.98963 0.85713 + 239 0.40145 -0.81701E-001-0.58818 0.98963 0.85713 + + ELEMENT= 1187 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.49273 -0.62821E-001-0.34819 0.84093 0.74069 + 74 0.49273 -0.62821E-001-0.34819 0.84093 0.74069 + 14 0.49273 -0.62821E-001-0.34819 0.84093 0.74069 + 14 0.49273 -0.62821E-001-0.34819 0.84093 0.74069 + 77 0.49273 -0.62821E-001-0.34819 0.84093 0.74069 + 77 0.49273 -0.62821E-001-0.34819 0.84093 0.74069 + 77 0.49273 -0.62821E-001-0.34819 0.84093 0.74069 + 77 0.49273 -0.62821E-001-0.34819 0.84093 0.74069 + + ELEMENT= 1188 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.56588 0.17319 0.52033E-001 0.51385 0.46525 + 100 0.56588 0.17319 0.52033E-001 0.51385 0.46525 + 275 0.56588 0.17319 0.52033E-001 0.51385 0.46525 + 275 0.56588 0.17319 0.52033E-001 0.51385 0.46525 + 97 0.56588 0.17319 0.52033E-001 0.51385 0.46525 + 97 0.56588 0.17319 0.52033E-001 0.51385 0.46525 + 97 0.56588 0.17319 0.52033E-001 0.51385 0.46525 + 97 0.56588 0.17319 0.52033E-001 0.51385 0.46525 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1189 SOLID185 + NODE S1 S2 S3 SINT SEQV + 112 1.1342 -0.27977E-001-0.14605 1.2803 1.2255 + 259 1.1342 -0.27977E-001-0.14605 1.2803 1.2255 + 113 1.1342 -0.27977E-001-0.14605 1.2803 1.2255 + 113 1.1342 -0.27977E-001-0.14605 1.2803 1.2255 + 197 1.1342 -0.27977E-001-0.14605 1.2803 1.2255 + 197 1.1342 -0.27977E-001-0.14605 1.2803 1.2255 + 197 1.1342 -0.27977E-001-0.14605 1.2803 1.2255 + 197 1.1342 -0.27977E-001-0.14605 1.2803 1.2255 + + ELEMENT= 1190 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.71837 0.59961E-001 0.11988E-001 0.70638 0.68366 + 102 0.71837 0.59961E-001 0.11988E-001 0.70638 0.68366 + 322 0.71837 0.59961E-001 0.11988E-001 0.70638 0.68366 + 322 0.71837 0.59961E-001 0.11988E-001 0.70638 0.68366 + 14 0.71837 0.59961E-001 0.11988E-001 0.70638 0.68366 + 14 0.71837 0.59961E-001 0.11988E-001 0.70638 0.68366 + 14 0.71837 0.59961E-001 0.11988E-001 0.70638 0.68366 + 14 0.71837 0.59961E-001 0.11988E-001 0.70638 0.68366 + + ELEMENT= 1191 SOLID185 + NODE S1 S2 S3 SINT SEQV + 327 0.88647 0.22638 0.10698E-002 0.88540 0.79700 + 100 0.88647 0.22638 0.10698E-002 0.88540 0.79700 + 103 0.88647 0.22638 0.10698E-002 0.88540 0.79700 + 103 0.88647 0.22638 0.10698E-002 0.88540 0.79700 + 99 0.88647 0.22638 0.10698E-002 0.88540 0.79700 + 99 0.88647 0.22638 0.10698E-002 0.88540 0.79700 + 99 0.88647 0.22638 0.10698E-002 0.88540 0.79700 + 99 0.88647 0.22638 0.10698E-002 0.88540 0.79700 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1192 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.99509 0.26032 -0.81420E-001 1.0765 0.95277 + 171 0.99509 0.26032 -0.81420E-001 1.0765 0.95277 + 37 0.99509 0.26032 -0.81420E-001 1.0765 0.95277 + 37 0.99509 0.26032 -0.81420E-001 1.0765 0.95277 + 36 0.99509 0.26032 -0.81420E-001 1.0765 0.95277 + 36 0.99509 0.26032 -0.81420E-001 1.0765 0.95277 + 36 0.99509 0.26032 -0.81420E-001 1.0765 0.95277 + 36 0.99509 0.26032 -0.81420E-001 1.0765 0.95277 + + ELEMENT= 1193 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 0.46294 -0.38567E-001-0.91458E-001 0.55440 0.52994 + 316 0.46294 -0.38567E-001-0.91458E-001 0.55440 0.52994 + 239 0.46294 -0.38567E-001-0.91458E-001 0.55440 0.52994 + 239 0.46294 -0.38567E-001-0.91458E-001 0.55440 0.52994 + 331 0.46294 -0.38567E-001-0.91458E-001 0.55440 0.52994 + 331 0.46294 -0.38567E-001-0.91458E-001 0.55440 0.52994 + 331 0.46294 -0.38567E-001-0.91458E-001 0.55440 0.52994 + 331 0.46294 -0.38567E-001-0.91458E-001 0.55440 0.52994 + + ELEMENT= 1194 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.18514 -0.13544E-001-0.47752 0.66266 0.58901 + 252 0.18514 -0.13544E-001-0.47752 0.66266 0.58901 + 270 0.18514 -0.13544E-001-0.47752 0.66266 0.58901 + 270 0.18514 -0.13544E-001-0.47752 0.66266 0.58901 + 280 0.18514 -0.13544E-001-0.47752 0.66266 0.58901 + 280 0.18514 -0.13544E-001-0.47752 0.66266 0.58901 + 280 0.18514 -0.13544E-001-0.47752 0.66266 0.58901 + 280 0.18514 -0.13544E-001-0.47752 0.66266 0.58901 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1195 SOLID185 + NODE S1 S2 S3 SINT SEQV + 326 0.38643 0.18696 -0.15716 0.54358 0.47628 + 34 0.38643 0.18696 -0.15716 0.54358 0.47628 + 98 0.38643 0.18696 -0.15716 0.54358 0.47628 + 98 0.38643 0.18696 -0.15716 0.54358 0.47628 + 97 0.38643 0.18696 -0.15716 0.54358 0.47628 + 97 0.38643 0.18696 -0.15716 0.54358 0.47628 + 97 0.38643 0.18696 -0.15716 0.54358 0.47628 + 97 0.38643 0.18696 -0.15716 0.54358 0.47628 + + ELEMENT= 1196 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 0.97956 -0.12228 -0.98907 1.9686 1.7089 + 159 0.97956 -0.12228 -0.98907 1.9686 1.7089 + 54 0.97956 -0.12228 -0.98907 1.9686 1.7089 + 54 0.97956 -0.12228 -0.98907 1.9686 1.7089 + 8 0.97956 -0.12228 -0.98907 1.9686 1.7089 + 8 0.97956 -0.12228 -0.98907 1.9686 1.7089 + 8 0.97956 -0.12228 -0.98907 1.9686 1.7089 + 8 0.97956 -0.12228 -0.98907 1.9686 1.7089 + + ELEMENT= 1197 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.47018 0.10031 -0.69025E-001 0.53921 0.47761 + 330 0.47018 0.10031 -0.69025E-001 0.53921 0.47761 + 306 0.47018 0.10031 -0.69025E-001 0.53921 0.47761 + 306 0.47018 0.10031 -0.69025E-001 0.53921 0.47761 + 254 0.47018 0.10031 -0.69025E-001 0.53921 0.47761 + 254 0.47018 0.10031 -0.69025E-001 0.53921 0.47761 + 254 0.47018 0.10031 -0.69025E-001 0.53921 0.47761 + 254 0.47018 0.10031 -0.69025E-001 0.53921 0.47761 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1198 SOLID185 + NODE S1 S2 S3 SINT SEQV + 211 0.13519 -0.18091 -0.53168 0.66687 0.57779 + 215 0.13519 -0.18091 -0.53168 0.66687 0.57779 + 246 0.13519 -0.18091 -0.53168 0.66687 0.57779 + 246 0.13519 -0.18091 -0.53168 0.66687 0.57779 + 219 0.13519 -0.18091 -0.53168 0.66687 0.57779 + 219 0.13519 -0.18091 -0.53168 0.66687 0.57779 + 219 0.13519 -0.18091 -0.53168 0.66687 0.57779 + 219 0.13519 -0.18091 -0.53168 0.66687 0.57779 + + ELEMENT= 1199 SOLID185 + NODE S1 S2 S3 SINT SEQV + 316 0.37417 -0.11621 -0.63466 1.0088 0.87379 + 76 0.37417 -0.11621 -0.63466 1.0088 0.87379 + 80 0.37417 -0.11621 -0.63466 1.0088 0.87379 + 80 0.37417 -0.11621 -0.63466 1.0088 0.87379 + 79 0.37417 -0.11621 -0.63466 1.0088 0.87379 + 79 0.37417 -0.11621 -0.63466 1.0088 0.87379 + 79 0.37417 -0.11621 -0.63466 1.0088 0.87379 + 79 0.37417 -0.11621 -0.63466 1.0088 0.87379 + + ELEMENT= 1200 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.71023 0.57519E-001-0.65489E-001 0.77572 0.72212 + 278 0.71023 0.57519E-001-0.65489E-001 0.77572 0.72212 + 305 0.71023 0.57519E-001-0.65489E-001 0.77572 0.72212 + 305 0.71023 0.57519E-001-0.65489E-001 0.77572 0.72212 + 174 0.71023 0.57519E-001-0.65489E-001 0.77572 0.72212 + 174 0.71023 0.57519E-001-0.65489E-001 0.77572 0.72212 + 174 0.71023 0.57519E-001-0.65489E-001 0.77572 0.72212 + 174 0.71023 0.57519E-001-0.65489E-001 0.77572 0.72212 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1201 SOLID185 + NODE S1 S2 S3 SINT SEQV + 293 1.2129 0.87675E-001-0.80651 2.0194 1.7527 + 65 1.2129 0.87675E-001-0.80651 2.0194 1.7527 + 8 1.2129 0.87675E-001-0.80651 2.0194 1.7527 + 8 1.2129 0.87675E-001-0.80651 2.0194 1.7527 + 132 1.2129 0.87675E-001-0.80651 2.0194 1.7527 + 132 1.2129 0.87675E-001-0.80651 2.0194 1.7527 + 132 1.2129 0.87675E-001-0.80651 2.0194 1.7527 + 132 1.2129 0.87675E-001-0.80651 2.0194 1.7527 + + ELEMENT= 1202 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.49640 0.66715E-001-0.23651E-001 0.52005 0.48128 + 254 0.49640 0.66715E-001-0.23651E-001 0.52005 0.48128 + 285 0.49640 0.66715E-001-0.23651E-001 0.52005 0.48128 + 285 0.49640 0.66715E-001-0.23651E-001 0.52005 0.48128 + 306 0.49640 0.66715E-001-0.23651E-001 0.52005 0.48128 + 306 0.49640 0.66715E-001-0.23651E-001 0.52005 0.48128 + 306 0.49640 0.66715E-001-0.23651E-001 0.52005 0.48128 + 306 0.49640 0.66715E-001-0.23651E-001 0.52005 0.48128 + + ELEMENT= 1203 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.71487 0.74430E-001-0.98953E-002 0.72476 0.68650 + 327 0.71487 0.74430E-001-0.98953E-002 0.72476 0.68650 + 322 0.71487 0.74430E-001-0.98953E-002 0.72476 0.68650 + 322 0.71487 0.74430E-001-0.98953E-002 0.72476 0.68650 + 102 0.71487 0.74430E-001-0.98953E-002 0.72476 0.68650 + 102 0.71487 0.74430E-001-0.98953E-002 0.72476 0.68650 + 102 0.71487 0.74430E-001-0.98953E-002 0.72476 0.68650 + 102 0.71487 0.74430E-001-0.98953E-002 0.72476 0.68650 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1204 SOLID185 + NODE S1 S2 S3 SINT SEQV + 281 0.14915 0.52288E-001-0.53283 0.68197 0.63907 + 139 0.14915 0.52288E-001-0.53283 0.68197 0.63907 + 252 0.14915 0.52288E-001-0.53283 0.68197 0.63907 + 252 0.14915 0.52288E-001-0.53283 0.68197 0.63907 + 140 0.14915 0.52288E-001-0.53283 0.68197 0.63907 + 140 0.14915 0.52288E-001-0.53283 0.68197 0.63907 + 140 0.14915 0.52288E-001-0.53283 0.68197 0.63907 + 140 0.14915 0.52288E-001-0.53283 0.68197 0.63907 + + ELEMENT= 1205 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 0.63530 -0.70856E-001-0.33429 0.96959 0.86838 + 15 0.63530 -0.70856E-001-0.33429 0.96959 0.86838 + 80 0.63530 -0.70856E-001-0.33429 0.96959 0.86838 + 80 0.63530 -0.70856E-001-0.33429 0.96959 0.86838 + 77 0.63530 -0.70856E-001-0.33429 0.96959 0.86838 + 77 0.63530 -0.70856E-001-0.33429 0.96959 0.86838 + 77 0.63530 -0.70856E-001-0.33429 0.96959 0.86838 + 77 0.63530 -0.70856E-001-0.33429 0.96959 0.86838 + + ELEMENT= 1206 SOLID185 + NODE S1 S2 S3 SINT SEQV + 245 -0.17027 -0.36385 -2.6344 2.4641 2.3733 + 26 -0.17027 -0.36385 -2.6344 2.4641 2.3733 + 90 -0.17027 -0.36385 -2.6344 2.4641 2.3733 + 90 -0.17027 -0.36385 -2.6344 2.4641 2.3733 + 25 -0.17027 -0.36385 -2.6344 2.4641 2.3733 + 25 -0.17027 -0.36385 -2.6344 2.4641 2.3733 + 25 -0.17027 -0.36385 -2.6344 2.4641 2.3733 + 25 -0.17027 -0.36385 -2.6344 2.4641 2.3733 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1207 SOLID185 + NODE S1 S2 S3 SINT SEQV + 248 1.1724 0.27504 0.82698E-001 1.0897 1.0074 + 86 1.1724 0.27504 0.82698E-001 1.0897 1.0074 + 89 1.1724 0.27504 0.82698E-001 1.0897 1.0074 + 89 1.1724 0.27504 0.82698E-001 1.0897 1.0074 + 85 1.1724 0.27504 0.82698E-001 1.0897 1.0074 + 85 1.1724 0.27504 0.82698E-001 1.0897 1.0074 + 85 1.1724 0.27504 0.82698E-001 1.0897 1.0074 + 85 1.1724 0.27504 0.82698E-001 1.0897 1.0074 + + ELEMENT= 1208 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.39006 -0.46679E-001-0.54758 0.93764 0.81265 + 74 0.39006 -0.46679E-001-0.54758 0.93764 0.81265 + 73 0.39006 -0.46679E-001-0.54758 0.93764 0.81265 + 73 0.39006 -0.46679E-001-0.54758 0.93764 0.81265 + 70 0.39006 -0.46679E-001-0.54758 0.93764 0.81265 + 70 0.39006 -0.46679E-001-0.54758 0.93764 0.81265 + 70 0.39006 -0.46679E-001-0.54758 0.93764 0.81265 + 70 0.39006 -0.46679E-001-0.54758 0.93764 0.81265 + + ELEMENT= 1209 SOLID185 + NODE S1 S2 S3 SINT SEQV + 322 0.70957 0.35343E-001-0.44422E-001 0.75399 0.71744 + 327 0.70957 0.35343E-001-0.44422E-001 0.75399 0.71744 + 331 0.70957 0.35343E-001-0.44422E-001 0.75399 0.71744 + 331 0.70957 0.35343E-001-0.44422E-001 0.75399 0.71744 + 102 0.70957 0.35343E-001-0.44422E-001 0.75399 0.71744 + 102 0.70957 0.35343E-001-0.44422E-001 0.75399 0.71744 + 102 0.70957 0.35343E-001-0.44422E-001 0.75399 0.71744 + 102 0.70957 0.35343E-001-0.44422E-001 0.75399 0.71744 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1210 SOLID185 + NODE S1 S2 S3 SINT SEQV + 298 -0.73748E-002-0.24790 -1.1253 1.1179 1.0191 + 75 -0.73748E-002-0.24790 -1.1253 1.1179 1.0191 + 30 -0.73748E-002-0.24790 -1.1253 1.1179 1.0191 + 30 -0.73748E-002-0.24790 -1.1253 1.1179 1.0191 + 31 -0.73748E-002-0.24790 -1.1253 1.1179 1.0191 + 31 -0.73748E-002-0.24790 -1.1253 1.1179 1.0191 + 31 -0.73748E-002-0.24790 -1.1253 1.1179 1.0191 + 31 -0.73748E-002-0.24790 -1.1253 1.1179 1.0191 + + ELEMENT= 1211 SOLID185 + NODE S1 S2 S3 SINT SEQV + 304 0.99541 0.20212 0.45058E-001 0.95035 0.88237 + 37 0.99541 0.20212 0.45058E-001 0.95035 0.88237 + 38 0.99541 0.20212 0.45058E-001 0.95035 0.88237 + 38 0.99541 0.20212 0.45058E-001 0.95035 0.88237 + 101 0.99541 0.20212 0.45058E-001 0.95035 0.88237 + 101 0.99541 0.20212 0.45058E-001 0.95035 0.88237 + 101 0.99541 0.20212 0.45058E-001 0.95035 0.88237 + 101 0.99541 0.20212 0.45058E-001 0.95035 0.88237 + + ELEMENT= 1212 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.54397 0.15215 0.44683E-001 0.49929 0.45517 + 97 0.54397 0.15215 0.44683E-001 0.49929 0.45517 + 101 0.54397 0.15215 0.44683E-001 0.49929 0.45517 + 101 0.54397 0.15215 0.44683E-001 0.49929 0.45517 + 100 0.54397 0.15215 0.44683E-001 0.49929 0.45517 + 100 0.54397 0.15215 0.44683E-001 0.49929 0.45517 + 100 0.54397 0.15215 0.44683E-001 0.49929 0.45517 + 100 0.54397 0.15215 0.44683E-001 0.49929 0.45517 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1213 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.39474 0.35029E-001-0.42935E-001 0.43768 0.40437 + 304 0.39474 0.35029E-001-0.42935E-001 0.43768 0.40437 + 101 0.39474 0.35029E-001-0.42935E-001 0.43768 0.40437 + 101 0.39474 0.35029E-001-0.42935E-001 0.43768 0.40437 + 37 0.39474 0.35029E-001-0.42935E-001 0.43768 0.40437 + 37 0.39474 0.35029E-001-0.42935E-001 0.43768 0.40437 + 37 0.39474 0.35029E-001-0.42935E-001 0.43768 0.40437 + 37 0.39474 0.35029E-001-0.42935E-001 0.43768 0.40437 + + ELEMENT= 1214 SOLID185 + NODE S1 S2 S3 SINT SEQV + 329 1.8816 0.19155 -1.5072 3.3888 2.9347 + 36 1.8816 0.19155 -1.5072 3.3888 2.9347 + 5 1.8816 0.19155 -1.5072 3.3888 2.9347 + 5 1.8816 0.19155 -1.5072 3.3888 2.9347 + 168 1.8816 0.19155 -1.5072 3.3888 2.9347 + 168 1.8816 0.19155 -1.5072 3.3888 2.9347 + 168 1.8816 0.19155 -1.5072 3.3888 2.9347 + 168 1.8816 0.19155 -1.5072 3.3888 2.9347 + + ELEMENT= 1215 SOLID185 + NODE S1 S2 S3 SINT SEQV + 329 0.44796 -0.21566E-001-0.53169 0.97965 0.84865 + 68 0.44796 -0.21566E-001-0.53169 0.97965 0.84865 + 35 0.44796 -0.21566E-001-0.53169 0.97965 0.84865 + 35 0.44796 -0.21566E-001-0.53169 0.97965 0.84865 + 161 0.44796 -0.21566E-001-0.53169 0.97965 0.84865 + 161 0.44796 -0.21566E-001-0.53169 0.97965 0.84865 + 161 0.44796 -0.21566E-001-0.53169 0.97965 0.84865 + 161 0.44796 -0.21566E-001-0.53169 0.97965 0.84865 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1216 SOLID185 + NODE S1 S2 S3 SINT SEQV + 254 0.40890 -0.15873E-001-0.51701 0.92591 0.80277 + 168 0.40890 -0.15873E-001-0.51701 0.92591 0.80277 + 169 0.40890 -0.15873E-001-0.51701 0.92591 0.80277 + 169 0.40890 -0.15873E-001-0.51701 0.92591 0.80277 + 172 0.40890 -0.15873E-001-0.51701 0.92591 0.80277 + 172 0.40890 -0.15873E-001-0.51701 0.92591 0.80277 + 172 0.40890 -0.15873E-001-0.51701 0.92591 0.80277 + 172 0.40890 -0.15873E-001-0.51701 0.92591 0.80277 + + ELEMENT= 1217 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.35192 0.16616 -0.34160 0.69352 0.62181 + 97 0.35192 0.16616 -0.34160 0.69352 0.62181 + 33 0.35192 0.16616 -0.34160 0.69352 0.62181 + 33 0.35192 0.16616 -0.34160 0.69352 0.62181 + 34 0.35192 0.16616 -0.34160 0.69352 0.62181 + 34 0.35192 0.16616 -0.34160 0.69352 0.62181 + 34 0.35192 0.16616 -0.34160 0.69352 0.62181 + 34 0.35192 0.16616 -0.34160 0.69352 0.62181 + + ELEMENT= 1218 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.23536 -0.64931E-001-0.86889 1.1042 0.98891 + 79 0.23536 -0.64931E-001-0.86889 1.1042 0.98891 + 78 0.23536 -0.64931E-001-0.86889 1.1042 0.98891 + 78 0.23536 -0.64931E-001-0.86889 1.1042 0.98891 + 75 0.23536 -0.64931E-001-0.86889 1.1042 0.98891 + 75 0.23536 -0.64931E-001-0.86889 1.1042 0.98891 + 75 0.23536 -0.64931E-001-0.86889 1.1042 0.98891 + 75 0.23536 -0.64931E-001-0.86889 1.1042 0.98891 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1219 SOLID185 + NODE S1 S2 S3 SINT SEQV + 308 0.21617 -0.21024 -0.61741 0.83358 0.72196 + 291 0.21617 -0.21024 -0.61741 0.83358 0.72196 + 168 0.21617 -0.21024 -0.61741 0.83358 0.72196 + 168 0.21617 -0.21024 -0.61741 0.83358 0.72196 + 329 0.21617 -0.21024 -0.61741 0.83358 0.72196 + 329 0.21617 -0.21024 -0.61741 0.83358 0.72196 + 329 0.21617 -0.21024 -0.61741 0.83358 0.72196 + 329 0.21617 -0.21024 -0.61741 0.83358 0.72196 + + ELEMENT= 1220 SOLID185 + NODE S1 S2 S3 SINT SEQV + 274 0.15332 -0.26517E-001-0.23259 0.38591 0.33446 + 163 0.15332 -0.26517E-001-0.23259 0.38591 0.33446 + 160 0.15332 -0.26517E-001-0.23259 0.38591 0.33446 + 160 0.15332 -0.26517E-001-0.23259 0.38591 0.33446 + 164 0.15332 -0.26517E-001-0.23259 0.38591 0.33446 + 164 0.15332 -0.26517E-001-0.23259 0.38591 0.33446 + 164 0.15332 -0.26517E-001-0.23259 0.38591 0.33446 + 164 0.15332 -0.26517E-001-0.23259 0.38591 0.33446 + + ELEMENT= 1221 SOLID185 + NODE S1 S2 S3 SINT SEQV + 229 0.35006 -0.11369E-001-0.39563 0.74569 0.64589 + 226 0.35006 -0.11369E-001-0.39563 0.74569 0.64589 + 175 0.35006 -0.11369E-001-0.39563 0.74569 0.64589 + 175 0.35006 -0.11369E-001-0.39563 0.74569 0.64589 + 178 0.35006 -0.11369E-001-0.39563 0.74569 0.64589 + 178 0.35006 -0.11369E-001-0.39563 0.74569 0.64589 + 178 0.35006 -0.11369E-001-0.39563 0.74569 0.64589 + 178 0.35006 -0.11369E-001-0.39563 0.74569 0.64589 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1222 SOLID185 + NODE S1 S2 S3 SINT SEQV + 330 0.39411 0.79214E-001-0.61871E-001 0.45598 0.40434 + 306 0.39411 0.79214E-001-0.61871E-001 0.45598 0.40434 + 100 0.39411 0.79214E-001-0.61871E-001 0.45598 0.40434 + 100 0.39411 0.79214E-001-0.61871E-001 0.45598 0.40434 + 101 0.39411 0.79214E-001-0.61871E-001 0.45598 0.40434 + 101 0.39411 0.79214E-001-0.61871E-001 0.45598 0.40434 + 101 0.39411 0.79214E-001-0.61871E-001 0.45598 0.40434 + 101 0.39411 0.79214E-001-0.61871E-001 0.45598 0.40434 + + ELEMENT= 1223 SOLID185 + NODE S1 S2 S3 SINT SEQV + 295 0.79665E-001-0.63098E-001-0.84832 0.92798 0.86548 + 280 0.79665E-001-0.63098E-001-0.84832 0.92798 0.86548 + 277 0.79665E-001-0.63098E-001-0.84832 0.92798 0.86548 + 277 0.79665E-001-0.63098E-001-0.84832 0.92798 0.86548 + 228 0.79665E-001-0.63098E-001-0.84832 0.92798 0.86548 + 228 0.79665E-001-0.63098E-001-0.84832 0.92798 0.86548 + 228 0.79665E-001-0.63098E-001-0.84832 0.92798 0.86548 + 228 0.79665E-001-0.63098E-001-0.84832 0.92798 0.86548 + + ELEMENT= 1224 SOLID185 + NODE S1 S2 S3 SINT SEQV + 275 0.59655 0.12864 -0.27962E-001 0.62451 0.56279 + 99 0.59655 0.12864 -0.27962E-001 0.62451 0.56279 + 96 0.59655 0.12864 -0.27962E-001 0.62451 0.56279 + 96 0.59655 0.12864 -0.27962E-001 0.62451 0.56279 + 100 0.59655 0.12864 -0.27962E-001 0.62451 0.56279 + 100 0.59655 0.12864 -0.27962E-001 0.62451 0.56279 + 100 0.59655 0.12864 -0.27962E-001 0.62451 0.56279 + 100 0.59655 0.12864 -0.27962E-001 0.62451 0.56279 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1225 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.47300 0.31209E-001-0.45890 0.93190 0.80741 + 74 0.47300 0.31209E-001-0.45890 0.93190 0.80741 + 70 0.47300 0.31209E-001-0.45890 0.93190 0.80741 + 70 0.47300 0.31209E-001-0.45890 0.93190 0.80741 + 71 0.47300 0.31209E-001-0.45890 0.93190 0.80741 + 71 0.47300 0.31209E-001-0.45890 0.93190 0.80741 + 71 0.47300 0.31209E-001-0.45890 0.93190 0.80741 + 71 0.47300 0.31209E-001-0.45890 0.93190 0.80741 + + ELEMENT= 1226 SOLID185 + NODE S1 S2 S3 SINT SEQV + 305 1.2312 0.16267 -0.68189E-001 1.2994 1.2007 + 107 1.2312 0.16267 -0.68189E-001 1.2994 1.2007 + 307 1.2312 0.16267 -0.68189E-001 1.2994 1.2007 + 307 1.2312 0.16267 -0.68189E-001 1.2994 1.2007 + 104 1.2312 0.16267 -0.68189E-001 1.2994 1.2007 + 104 1.2312 0.16267 -0.68189E-001 1.2994 1.2007 + 104 1.2312 0.16267 -0.68189E-001 1.2994 1.2007 + 104 1.2312 0.16267 -0.68189E-001 1.2994 1.2007 + + ELEMENT= 1227 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.51031 0.12181 -0.89364E-002 0.51924 0.46778 + 275 0.51031 0.12181 -0.89364E-002 0.51924 0.46778 + 312 0.51031 0.12181 -0.89364E-002 0.51924 0.46778 + 312 0.51031 0.12181 -0.89364E-002 0.51924 0.46778 + 99 0.51031 0.12181 -0.89364E-002 0.51924 0.46778 + 99 0.51031 0.12181 -0.89364E-002 0.51924 0.46778 + 99 0.51031 0.12181 -0.89364E-002 0.51924 0.46778 + 99 0.51031 0.12181 -0.89364E-002 0.51924 0.46778 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1228 SOLID185 + NODE S1 S2 S3 SINT SEQV + 329 0.60519E-001-0.28349 -3.2451 3.3056 3.1477 + 68 0.60519E-001-0.28349 -3.2451 3.3056 3.1477 + 5 0.60519E-001-0.28349 -3.2451 3.3056 3.1477 + 5 0.60519E-001-0.28349 -3.2451 3.3056 3.1477 + 35 0.60519E-001-0.28349 -3.2451 3.3056 3.1477 + 35 0.60519E-001-0.28349 -3.2451 3.3056 3.1477 + 35 0.60519E-001-0.28349 -3.2451 3.3056 3.1477 + 35 0.60519E-001-0.28349 -3.2451 3.3056 3.1477 + + ELEMENT= 1229 SOLID185 + NODE S1 S2 S3 SINT SEQV + 253 0.18393E-001-0.50064E-001-0.52282 0.54122 0.51044 + 280 0.18393E-001-0.50064E-001-0.52282 0.54122 0.51044 + 294 0.18393E-001-0.50064E-001-0.52282 0.54122 0.51044 + 294 0.18393E-001-0.50064E-001-0.52282 0.54122 0.51044 + 283 0.18393E-001-0.50064E-001-0.52282 0.54122 0.51044 + 283 0.18393E-001-0.50064E-001-0.52282 0.54122 0.51044 + 283 0.18393E-001-0.50064E-001-0.52282 0.54122 0.51044 + 283 0.18393E-001-0.50064E-001-0.52282 0.54122 0.51044 + + ELEMENT= 1230 SOLID185 + NODE S1 S2 S3 SINT SEQV + 261 0.59008E-001-0.78642E-001 -1.7470 1.8060 1.7412 + 58 0.59008E-001-0.78642E-001 -1.7470 1.8060 1.7412 + 302 0.59008E-001-0.78642E-001 -1.7470 1.8060 1.7412 + 302 0.59008E-001-0.78642E-001 -1.7470 1.8060 1.7412 + 153 0.59008E-001-0.78642E-001 -1.7470 1.8060 1.7412 + 153 0.59008E-001-0.78642E-001 -1.7470 1.8060 1.7412 + 153 0.59008E-001-0.78642E-001 -1.7470 1.8060 1.7412 + 153 0.59008E-001-0.78642E-001 -1.7470 1.8060 1.7412 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1231 SOLID185 + NODE S1 S2 S3 SINT SEQV + 309 0.34425 0.55061E-001-0.89939E-001 0.43419 0.38287 + 55 0.34425 0.55061E-001-0.89939E-001 0.43419 0.38287 + 162 0.34425 0.55061E-001-0.89939E-001 0.43419 0.38287 + 162 0.34425 0.55061E-001-0.89939E-001 0.43419 0.38287 + 165 0.34425 0.55061E-001-0.89939E-001 0.43419 0.38287 + 165 0.34425 0.55061E-001-0.89939E-001 0.43419 0.38287 + 165 0.34425 0.55061E-001-0.89939E-001 0.43419 0.38287 + 165 0.34425 0.55061E-001-0.89939E-001 0.43419 0.38287 + + ELEMENT= 1232 SOLID185 + NODE S1 S2 S3 SINT SEQV + 271 0.33998 -0.77555E-001-0.76554 1.1055 0.96691 + 72 0.33998 -0.77555E-001-0.76554 1.1055 0.96691 + 76 0.33998 -0.77555E-001-0.76554 1.1055 0.96691 + 76 0.33998 -0.77555E-001-0.76554 1.1055 0.96691 + 75 0.33998 -0.77555E-001-0.76554 1.1055 0.96691 + 75 0.33998 -0.77555E-001-0.76554 1.1055 0.96691 + 75 0.33998 -0.77555E-001-0.76554 1.1055 0.96691 + 75 0.33998 -0.77555E-001-0.76554 1.1055 0.96691 + + ELEMENT= 1233 SOLID185 + NODE S1 S2 S3 SINT SEQV + 315 0.38858 0.18071 -0.35400 0.74258 0.66353 + 311 0.38858 0.18071 -0.35400 0.74258 0.66353 + 71 0.38858 0.18071 -0.35400 0.74258 0.66353 + 71 0.38858 0.18071 -0.35400 0.74258 0.66353 + 12 0.38858 0.18071 -0.35400 0.74258 0.66353 + 12 0.38858 0.18071 -0.35400 0.74258 0.66353 + 12 0.38858 0.18071 -0.35400 0.74258 0.66353 + 12 0.38858 0.18071 -0.35400 0.74258 0.66353 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1234 SOLID185 + NODE S1 S2 S3 SINT SEQV + 310 1.4211 -0.30699E-001 -1.1062 2.5273 2.1968 + 32 1.4211 -0.30699E-001 -1.1062 2.5273 2.1968 + 1 1.4211 -0.30699E-001 -1.1062 2.5273 2.1968 + 1 1.4211 -0.30699E-001 -1.1062 2.5273 2.1968 + 69 1.4211 -0.30699E-001 -1.1062 2.5273 2.1968 + 69 1.4211 -0.30699E-001 -1.1062 2.5273 2.1968 + 69 1.4211 -0.30699E-001 -1.1062 2.5273 2.1968 + 69 1.4211 -0.30699E-001 -1.1062 2.5273 2.1968 + + ELEMENT= 1235 SOLID185 + NODE S1 S2 S3 SINT SEQV + 313 0.30814 0.50236E-002-0.64497 0.95311 0.84345 + 71 0.30814 0.50236E-002-0.64497 0.95311 0.84345 + 70 0.30814 0.50236E-002-0.64497 0.95311 0.84345 + 70 0.30814 0.50236E-002-0.64497 0.95311 0.84345 + 10 0.30814 0.50236E-002-0.64497 0.95311 0.84345 + 10 0.30814 0.50236E-002-0.64497 0.95311 0.84345 + 10 0.30814 0.50236E-002-0.64497 0.95311 0.84345 + 10 0.30814 0.50236E-002-0.64497 0.95311 0.84345 + + ELEMENT= 1236 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.37807 0.29454 0.12887 0.24921 0.21969 + 275 0.37807 0.29454 0.12887 0.24921 0.21969 + 96 0.37807 0.29454 0.12887 0.24921 0.21969 + 96 0.37807 0.29454 0.12887 0.24921 0.21969 + 97 0.37807 0.29454 0.12887 0.24921 0.21969 + 97 0.37807 0.29454 0.12887 0.24921 0.21969 + 97 0.37807 0.29454 0.12887 0.24921 0.21969 + 97 0.37807 0.29454 0.12887 0.24921 0.21969 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1237 SOLID185 + NODE S1 S2 S3 SINT SEQV + 273 0.16243 -0.93253E-001-0.66408 0.82651 0.73292 + 313 0.16243 -0.93253E-001-0.66408 0.82651 0.73292 + 315 0.16243 -0.93253E-001-0.66408 0.82651 0.73292 + 315 0.16243 -0.93253E-001-0.66408 0.82651 0.73292 + 71 0.16243 -0.93253E-001-0.66408 0.82651 0.73292 + 71 0.16243 -0.93253E-001-0.66408 0.82651 0.73292 + 71 0.16243 -0.93253E-001-0.66408 0.82651 0.73292 + 71 0.16243 -0.93253E-001-0.66408 0.82651 0.73292 + + ELEMENT= 1238 SOLID185 + NODE S1 S2 S3 SINT SEQV + 271 0.42871 0.47000E-001-0.31030 0.73901 0.64012 + 73 0.42871 0.47000E-001-0.31030 0.73901 0.64012 + 76 0.42871 0.47000E-001-0.31030 0.73901 0.64012 + 76 0.42871 0.47000E-001-0.31030 0.73901 0.64012 + 72 0.42871 0.47000E-001-0.31030 0.73901 0.64012 + 72 0.42871 0.47000E-001-0.31030 0.73901 0.64012 + 72 0.42871 0.47000E-001-0.31030 0.73901 0.64012 + 72 0.42871 0.47000E-001-0.31030 0.73901 0.64012 + + ELEMENT= 1239 SOLID185 + NODE S1 S2 S3 SINT SEQV + 237 3.4670 0.65698 0.34375 3.1233 2.9790 + 3 3.4670 0.65698 0.34375 3.1233 2.9790 + 95 3.4670 0.65698 0.34375 3.1233 2.9790 + 95 3.4670 0.65698 0.34375 3.1233 2.9790 + 20 3.4670 0.65698 0.34375 3.1233 2.9790 + 20 3.4670 0.65698 0.34375 3.1233 2.9790 + 20 3.4670 0.65698 0.34375 3.1233 2.9790 + 20 3.4670 0.65698 0.34375 3.1233 2.9790 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1240 SOLID185 + NODE S1 S2 S3 SINT SEQV + 281 -0.27509E-001-0.11526 -1.1956 1.1681 1.1268 + 142 -0.27509E-001-0.11526 -1.1956 1.1681 1.1268 + 139 -0.27509E-001-0.11526 -1.1956 1.1681 1.1268 + 139 -0.27509E-001-0.11526 -1.1956 1.1681 1.1268 + 143 -0.27509E-001-0.11526 -1.1956 1.1681 1.1268 + 143 -0.27509E-001-0.11526 -1.1956 1.1681 1.1268 + 143 -0.27509E-001-0.11526 -1.1956 1.1681 1.1268 + 143 -0.27509E-001-0.11526 -1.1956 1.1681 1.1268 + + ELEMENT= 1241 SOLID185 + NODE S1 S2 S3 SINT SEQV + 301 -0.52907 -0.94054 -3.7105 3.1815 2.9970 + 4 -0.52907 -0.94054 -3.7105 3.1815 2.9970 + 24 -0.52907 -0.94054 -3.7105 3.1815 2.9970 + 24 -0.52907 -0.94054 -3.7105 3.1815 2.9970 + 23 -0.52907 -0.94054 -3.7105 3.1815 2.9970 + 23 -0.52907 -0.94054 -3.7105 3.1815 2.9970 + 23 -0.52907 -0.94054 -3.7105 3.1815 2.9970 + 23 -0.52907 -0.94054 -3.7105 3.1815 2.9970 + + ELEMENT= 1242 SOLID185 + NODE S1 S2 S3 SINT SEQV + 314 0.88801E-002-0.10898 -0.21563 0.22451 0.19451 + 164 0.88801E-002-0.10898 -0.21563 0.22451 0.19451 + 274 0.88801E-002-0.10898 -0.21563 0.22451 0.19451 + 274 0.88801E-002-0.10898 -0.21563 0.22451 0.19451 + 326 0.88801E-002-0.10898 -0.21563 0.22451 0.19451 + 326 0.88801E-002-0.10898 -0.21563 0.22451 0.19451 + 326 0.88801E-002-0.10898 -0.21563 0.22451 0.19451 + 326 0.88801E-002-0.10898 -0.21563 0.22451 0.19451 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1243 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 -0.31245E-003-0.37125E-001 -2.0209 2.0205 2.0024 + 301 -0.31245E-003-0.37125E-001 -2.0209 2.0205 2.0024 + 24 -0.31245E-003-0.37125E-001 -2.0209 2.0205 2.0024 + 24 -0.31245E-003-0.37125E-001 -2.0209 2.0205 2.0024 + 93 -0.31245E-003-0.37125E-001 -2.0209 2.0205 2.0024 + 93 -0.31245E-003-0.37125E-001 -2.0209 2.0205 2.0024 + 93 -0.31245E-003-0.37125E-001 -2.0209 2.0205 2.0024 + 93 -0.31245E-003-0.37125E-001 -2.0209 2.0205 2.0024 + + ELEMENT= 1244 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.28443 -0.35245E-001-0.34918 0.63361 0.54873 + 246 0.28443 -0.35245E-001-0.34918 0.63361 0.54873 + 91 0.28443 -0.35245E-001-0.34918 0.63361 0.54873 + 91 0.28443 -0.35245E-001-0.34918 0.63361 0.54873 + 88 0.28443 -0.35245E-001-0.34918 0.63361 0.54873 + 88 0.28443 -0.35245E-001-0.34918 0.63361 0.54873 + 88 0.28443 -0.35245E-001-0.34918 0.63361 0.54873 + 88 0.28443 -0.35245E-001-0.34918 0.63361 0.54873 + + ELEMENT= 1245 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 1.9618 -0.75748E-001-0.25484 2.2167 2.1328 + 20 1.9618 -0.75748E-001-0.25484 2.2167 2.1328 + 237 1.9618 -0.75748E-001-0.25484 2.2167 2.1328 + 237 1.9618 -0.75748E-001-0.25484 2.2167 2.1328 + 95 1.9618 -0.75748E-001-0.25484 2.2167 2.1328 + 95 1.9618 -0.75748E-001-0.25484 2.2167 2.1328 + 95 1.9618 -0.75748E-001-0.25484 2.2167 2.1328 + 95 1.9618 -0.75748E-001-0.25484 2.2167 2.1328 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1246 SOLID185 + NODE S1 S2 S3 SINT SEQV + 205 -0.61415E-001-0.38653 -1.3093 1.2479 1.1212 + 184 -0.61415E-001-0.38653 -1.3093 1.2479 1.1212 + 185 -0.61415E-001-0.38653 -1.3093 1.2479 1.1212 + 185 -0.61415E-001-0.38653 -1.3093 1.2479 1.1212 + 188 -0.61415E-001-0.38653 -1.3093 1.2479 1.1212 + 188 -0.61415E-001-0.38653 -1.3093 1.2479 1.1212 + 188 -0.61415E-001-0.38653 -1.3093 1.2479 1.1212 + 188 -0.61415E-001-0.38653 -1.3093 1.2479 1.1212 + + ELEMENT= 1247 SOLID185 + NODE S1 S2 S3 SINT SEQV + 42 1.5504 0.47958E-001-0.10935 1.6598 1.5870 + 186 1.5504 0.47958E-001-0.10935 1.6598 1.5870 + 259 1.5504 0.47958E-001-0.10935 1.6598 1.5870 + 259 1.5504 0.47958E-001-0.10935 1.6598 1.5870 + 324 1.5504 0.47958E-001-0.10935 1.6598 1.5870 + 324 1.5504 0.47958E-001-0.10935 1.6598 1.5870 + 324 1.5504 0.47958E-001-0.10935 1.6598 1.5870 + 324 1.5504 0.47958E-001-0.10935 1.6598 1.5870 + + ELEMENT= 1248 SOLID185 + NODE S1 S2 S3 SINT SEQV + 303 0.56724 0.18140 -0.30981 0.87706 0.76138 + 21 0.56724 0.18140 -0.30981 0.87706 0.76138 + 22 0.56724 0.18140 -0.30981 0.87706 0.76138 + 22 0.56724 0.18140 -0.30981 0.87706 0.76138 + 94 0.56724 0.18140 -0.30981 0.87706 0.76138 + 94 0.56724 0.18140 -0.30981 0.87706 0.76138 + 94 0.56724 0.18140 -0.30981 0.87706 0.76138 + 94 0.56724 0.18140 -0.30981 0.87706 0.76138 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1249 SOLID185 + NODE S1 S2 S3 SINT SEQV + 233 2.8404 0.18864 -0.59277E-001 2.8997 2.7840 + 19 2.8404 0.18864 -0.59277E-001 2.8997 2.7840 + 117 2.8404 0.18864 -0.59277E-001 2.8997 2.7840 + 117 2.8404 0.18864 -0.59277E-001 2.8997 2.7840 + 120 2.8404 0.18864 -0.59277E-001 2.8997 2.7840 + 120 2.8404 0.18864 -0.59277E-001 2.8997 2.7840 + 120 2.8404 0.18864 -0.59277E-001 2.8997 2.7840 + 120 2.8404 0.18864 -0.59277E-001 2.8997 2.7840 + + ELEMENT= 1250 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.12172 -0.14839 -0.23398 0.35570 0.32156 + 134 0.12172 -0.14839 -0.23398 0.35570 0.32156 + 310 0.12172 -0.14839 -0.23398 0.35570 0.32156 + 310 0.12172 -0.14839 -0.23398 0.35570 0.32156 + 32 0.12172 -0.14839 -0.23398 0.35570 0.32156 + 32 0.12172 -0.14839 -0.23398 0.35570 0.32156 + 32 0.12172 -0.14839 -0.23398 0.35570 0.32156 + 32 0.12172 -0.14839 -0.23398 0.35570 0.32156 + + ELEMENT= 1251 SOLID185 + NODE S1 S2 S3 SINT SEQV + 300 0.24505E-001-0.14340 -1.3642 1.3887 1.3128 + 258 0.24505E-001-0.14340 -1.3642 1.3887 1.3128 + 129 0.24505E-001-0.14340 -1.3642 1.3887 1.3128 + 129 0.24505E-001-0.14340 -1.3642 1.3887 1.3128 + 301 0.24505E-001-0.14340 -1.3642 1.3887 1.3128 + 301 0.24505E-001-0.14340 -1.3642 1.3887 1.3128 + 301 0.24505E-001-0.14340 -1.3642 1.3887 1.3128 + 301 0.24505E-001-0.14340 -1.3642 1.3887 1.3128 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1252 SOLID185 + NODE S1 S2 S3 SINT SEQV + 323 3.3354 0.36424 0.42589E-002 3.3312 3.1666 + 6 3.3354 0.36424 0.42589E-002 3.3312 3.1666 + 122 3.3354 0.36424 0.42589E-002 3.3312 3.1666 + 122 3.3354 0.36424 0.42589E-002 3.3312 3.1666 + 44 3.3354 0.36424 0.42589E-002 3.3312 3.1666 + 44 3.3354 0.36424 0.42589E-002 3.3312 3.1666 + 44 3.3354 0.36424 0.42589E-002 3.3312 3.1666 + 44 3.3354 0.36424 0.42589E-002 3.3312 3.1666 + + ELEMENT= 1253 SOLID185 + NODE S1 S2 S3 SINT SEQV + 221 0.33604 0.25994 -0.12765 0.46369 0.43071 + 88 0.33604 0.25994 -0.12765 0.46369 0.43071 + 91 0.33604 0.25994 -0.12765 0.46369 0.43071 + 91 0.33604 0.25994 -0.12765 0.46369 0.43071 + 87 0.33604 0.25994 -0.12765 0.46369 0.43071 + 87 0.33604 0.25994 -0.12765 0.46369 0.43071 + 87 0.33604 0.25994 -0.12765 0.46369 0.43071 + 87 0.33604 0.25994 -0.12765 0.46369 0.43071 + + ELEMENT= 1254 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 1.9579 0.59142 0.40775 1.5502 1.4670 + 123 1.9579 0.59142 0.40775 1.5502 1.4670 + 127 1.9579 0.59142 0.40775 1.5502 1.4670 + 127 1.9579 0.59142 0.40775 1.5502 1.4670 + 126 1.9579 0.59142 0.40775 1.5502 1.4670 + 126 1.9579 0.59142 0.40775 1.5502 1.4670 + 126 1.9579 0.59142 0.40775 1.5502 1.4670 + 126 1.9579 0.59142 0.40775 1.5502 1.4670 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1255 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 1.9579 0.59142 0.40775 1.5502 1.4670 + 127 1.9579 0.59142 0.40775 1.5502 1.4670 + 123 1.9579 0.59142 0.40775 1.5502 1.4670 + 123 1.9579 0.59142 0.40775 1.5502 1.4670 + 124 1.9579 0.59142 0.40775 1.5502 1.4670 + 124 1.9579 0.59142 0.40775 1.5502 1.4670 + 124 1.9579 0.59142 0.40775 1.5502 1.4670 + 124 1.9579 0.59142 0.40775 1.5502 1.4670 + + ELEMENT= 1256 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 0.26048 0.88984E-001-0.43645 0.69693 0.62897 + 187 0.26048 0.88984E-001-0.43645 0.69693 0.62897 + 217 0.26048 0.88984E-001-0.43645 0.69693 0.62897 + 217 0.26048 0.88984E-001-0.43645 0.69693 0.62897 + 190 0.26048 0.88984E-001-0.43645 0.69693 0.62897 + 190 0.26048 0.88984E-001-0.43645 0.69693 0.62897 + 190 0.26048 0.88984E-001-0.43645 0.69693 0.62897 + 190 0.26048 0.88984E-001-0.43645 0.69693 0.62897 + + ELEMENT= 1257 SOLID185 + NODE S1 S2 S3 SINT SEQV + 324 2.4914 0.54045E-001-0.46847E-001 2.5382 2.4893 + 43 2.4914 0.54045E-001-0.46847E-001 2.5382 2.4893 + 119 2.4914 0.54045E-001-0.46847E-001 2.5382 2.4893 + 119 2.4914 0.54045E-001-0.46847E-001 2.5382 2.4893 + 116 2.4914 0.54045E-001-0.46847E-001 2.5382 2.4893 + 116 2.4914 0.54045E-001-0.46847E-001 2.5382 2.4893 + 116 2.4914 0.54045E-001-0.46847E-001 2.5382 2.4893 + 116 2.4914 0.54045E-001-0.46847E-001 2.5382 2.4893 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1258 SOLID185 + NODE S1 S2 S3 SINT SEQV + 256 0.12513 -0.13877 -1.6991 1.8242 1.7076 + 216 0.12513 -0.13877 -1.6991 1.8242 1.7076 + 245 0.12513 -0.13877 -1.6991 1.8242 1.7076 + 245 0.12513 -0.13877 -1.6991 1.8242 1.7076 + 155 0.12513 -0.13877 -1.6991 1.8242 1.7076 + 155 0.12513 -0.13877 -1.6991 1.8242 1.7076 + 155 0.12513 -0.13877 -1.6991 1.8242 1.7076 + 155 0.12513 -0.13877 -1.6991 1.8242 1.7076 + + ELEMENT= 1259 SOLID185 + NODE S1 S2 S3 SINT SEQV + 127 0.10801 -0.11934 -0.54792 0.65594 0.57690 + 236 0.10801 -0.11934 -0.54792 0.65594 0.57690 + 257 0.10801 -0.11934 -0.54792 0.65594 0.57690 + 257 0.10801 -0.11934 -0.54792 0.65594 0.57690 + 215 0.10801 -0.11934 -0.54792 0.65594 0.57690 + 215 0.10801 -0.11934 -0.54792 0.65594 0.57690 + 215 0.10801 -0.11934 -0.54792 0.65594 0.57690 + 215 0.10801 -0.11934 -0.54792 0.65594 0.57690 + + ELEMENT= 1260 SOLID185 + NODE S1 S2 S3 SINT SEQV + 245 0.12165 -0.87410E-001 -1.4971 1.6188 1.5251 + 152 0.12165 -0.87410E-001 -1.4971 1.6188 1.5251 + 244 0.12165 -0.87410E-001 -1.4971 1.6188 1.5251 + 244 0.12165 -0.87410E-001 -1.4971 1.6188 1.5251 + 26 0.12165 -0.87410E-001 -1.4971 1.6188 1.5251 + 26 0.12165 -0.87410E-001 -1.4971 1.6188 1.5251 + 26 0.12165 -0.87410E-001 -1.4971 1.6188 1.5251 + 26 0.12165 -0.87410E-001 -1.4971 1.6188 1.5251 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1261 SOLID185 + NODE S1 S2 S3 SINT SEQV + 332 1.4500 0.14230 -0.11642 1.5664 1.4544 + 248 1.4500 0.14230 -0.11642 1.5664 1.4544 + 321 1.4500 0.14230 -0.11642 1.5664 1.4544 + 321 1.4500 0.14230 -0.11642 1.5664 1.4544 + 86 1.4500 0.14230 -0.11642 1.5664 1.4544 + 86 1.4500 0.14230 -0.11642 1.5664 1.4544 + 86 1.4500 0.14230 -0.11642 1.5664 1.4544 + 86 1.4500 0.14230 -0.11642 1.5664 1.4544 + + ELEMENT= 1262 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 1.0270 0.24261 0.48134E-001 0.97882 0.89753 + 82 1.0270 0.24261 0.48134E-001 0.97882 0.89753 + 83 1.0270 0.24261 0.48134E-001 0.97882 0.89753 + 83 1.0270 0.24261 0.48134E-001 0.97882 0.89753 + 86 1.0270 0.24261 0.48134E-001 0.97882 0.89753 + 86 1.0270 0.24261 0.48134E-001 0.97882 0.89753 + 86 1.0270 0.24261 0.48134E-001 0.97882 0.89753 + 86 1.0270 0.24261 0.48134E-001 0.97882 0.89753 + + ELEMENT= 1263 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.70880 -0.83307E-001-0.22305 0.93185 0.87043 + 109 0.70880 -0.83307E-001-0.22305 0.93185 0.87043 + 222 0.70880 -0.83307E-001-0.22305 0.93185 0.87043 + 222 0.70880 -0.83307E-001-0.22305 0.93185 0.87043 + 265 0.70880 -0.83307E-001-0.22305 0.93185 0.87043 + 265 0.70880 -0.83307E-001-0.22305 0.93185 0.87043 + 265 0.70880 -0.83307E-001-0.22305 0.93185 0.87043 + 265 0.70880 -0.83307E-001-0.22305 0.93185 0.87043 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1264 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 0.14832 -0.18319 -2.0882 2.2365 2.0906 + 206 0.14832 -0.18319 -2.0882 2.2365 2.0906 + 150 0.14832 -0.18319 -2.0882 2.2365 2.0906 + 150 0.14832 -0.18319 -2.0882 2.2365 2.0906 + 147 0.14832 -0.18319 -2.0882 2.2365 2.0906 + 147 0.14832 -0.18319 -2.0882 2.2365 2.0906 + 147 0.14832 -0.18319 -2.0882 2.2365 2.0906 + 147 0.14832 -0.18319 -2.0882 2.2365 2.0906 + + ELEMENT= 1265 SOLID185 + NODE S1 S2 S3 SINT SEQV + 220 0.34955 0.30446 -0.99023E-001 0.44858 0.42782 + 85 0.34955 0.30446 -0.99023E-001 0.44858 0.42782 + 88 0.34955 0.30446 -0.99023E-001 0.44858 0.42782 + 88 0.34955 0.30446 -0.99023E-001 0.44858 0.42782 + 84 0.34955 0.30446 -0.99023E-001 0.44858 0.42782 + 84 0.34955 0.30446 -0.99023E-001 0.44858 0.42782 + 84 0.34955 0.30446 -0.99023E-001 0.44858 0.42782 + 84 0.34955 0.30446 -0.99023E-001 0.44858 0.42782 + + ELEMENT= 1266 SOLID185 + NODE S1 S2 S3 SINT SEQV + 214 0.16751 -0.16436 -0.22403 0.39155 0.36538 + 187 0.16751 -0.16436 -0.22403 0.39155 0.36538 + 190 0.16751 -0.16436 -0.22403 0.39155 0.36538 + 190 0.16751 -0.16436 -0.22403 0.39155 0.36538 + 186 0.16751 -0.16436 -0.22403 0.39155 0.36538 + 186 0.16751 -0.16436 -0.22403 0.39155 0.36538 + 186 0.16751 -0.16436 -0.22403 0.39155 0.36538 + 186 0.16751 -0.16436 -0.22403 0.39155 0.36538 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1267 SOLID185 + NODE S1 S2 S3 SINT SEQV + 244 0.75245E-001-0.22753 -2.0156 2.0908 1.9571 + 203 0.75245E-001-0.22753 -2.0156 2.0908 1.9571 + 149 0.75245E-001-0.22753 -2.0156 2.0908 1.9571 + 149 0.75245E-001-0.22753 -2.0156 2.0908 1.9571 + 152 0.75245E-001-0.22753 -2.0156 2.0908 1.9571 + 152 0.75245E-001-0.22753 -2.0156 2.0908 1.9571 + 152 0.75245E-001-0.22753 -2.0156 2.0908 1.9571 + 152 0.75245E-001-0.22753 -2.0156 2.0908 1.9571 + + ELEMENT= 1268 SOLID185 + NODE S1 S2 S3 SINT SEQV + 180 1.0319 0.19681E-001-0.12016 1.1520 1.0889 + 266 1.0319 0.19681E-001-0.12016 1.1520 1.0889 + 297 1.0319 0.19681E-001-0.12016 1.1520 1.0889 + 297 1.0319 0.19681E-001-0.12016 1.1520 1.0889 + 40 1.0319 0.19681E-001-0.12016 1.1520 1.0889 + 40 1.0319 0.19681E-001-0.12016 1.1520 1.0889 + 40 1.0319 0.19681E-001-0.12016 1.1520 1.0889 + 40 1.0319 0.19681E-001-0.12016 1.1520 1.0889 + + ELEMENT= 1269 SOLID185 + NODE S1 S2 S3 SINT SEQV + 247 2.0431 0.45412E-001-0.93776E-001 2.1369 2.0708 + 111 2.0431 0.45412E-001-0.93776E-001 2.1369 2.0708 + 112 2.0431 0.45412E-001-0.93776E-001 2.1369 2.0708 + 112 2.0431 0.45412E-001-0.93776E-001 2.1369 2.0708 + 115 2.0431 0.45412E-001-0.93776E-001 2.1369 2.0708 + 115 2.0431 0.45412E-001-0.93776E-001 2.1369 2.0708 + 115 2.0431 0.45412E-001-0.93776E-001 2.1369 2.0708 + 115 2.0431 0.45412E-001-0.93776E-001 2.1369 2.0708 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1270 SOLID185 + NODE S1 S2 S3 SINT SEQV + 208 0.12155 -0.83131E-001 -1.4406 1.5622 1.4706 + 245 0.12155 -0.83131E-001 -1.4406 1.5622 1.4706 + 221 0.12155 -0.83131E-001 -1.4406 1.5622 1.4706 + 221 0.12155 -0.83131E-001 -1.4406 1.5622 1.4706 + 216 0.12155 -0.83131E-001 -1.4406 1.5622 1.4706 + 216 0.12155 -0.83131E-001 -1.4406 1.5622 1.4706 + 216 0.12155 -0.83131E-001 -1.4406 1.5622 1.4706 + 216 0.12155 -0.83131E-001 -1.4406 1.5622 1.4706 + + ELEMENT= 1271 SOLID185 + NODE S1 S2 S3 SINT SEQV + 328 2.5521 0.42571 0.18579 2.3663 2.2560 + 18 2.5521 0.42571 0.18579 2.3663 2.2560 + 19 2.5521 0.42571 0.18579 2.3663 2.2560 + 19 2.5521 0.42571 0.18579 2.3663 2.2560 + 89 2.5521 0.42571 0.18579 2.3663 2.2560 + 89 2.5521 0.42571 0.18579 2.3663 2.2560 + 89 2.5521 0.42571 0.18579 2.3663 2.2560 + 89 2.5521 0.42571 0.18579 2.3663 2.2560 + + ELEMENT= 1272 SOLID185 + NODE S1 S2 S3 SINT SEQV + 186 1.0833 0.35668E-001-0.19392 1.2772 1.1793 + 183 1.0833 0.35668E-001-0.19392 1.2772 1.1793 + 41 1.0833 0.35668E-001-0.19392 1.2772 1.1793 + 41 1.0833 0.35668E-001-0.19392 1.2772 1.1793 + 259 1.0833 0.35668E-001-0.19392 1.2772 1.1793 + 259 1.0833 0.35668E-001-0.19392 1.2772 1.1793 + 259 1.0833 0.35668E-001-0.19392 1.2772 1.1793 + 259 1.0833 0.35668E-001-0.19392 1.2772 1.1793 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1273 SOLID185 + NODE S1 S2 S3 SINT SEQV + 317 0.14546 -0.77599E-001 -1.3463 1.4918 1.3937 + 185 0.14546 -0.77599E-001 -1.3463 1.4918 1.3937 + 318 0.14546 -0.77599E-001 -1.3463 1.4918 1.3937 + 318 0.14546 -0.77599E-001 -1.3463 1.4918 1.3937 + 60 0.14546 -0.77599E-001 -1.3463 1.4918 1.3937 + 60 0.14546 -0.77599E-001 -1.3463 1.4918 1.3937 + 60 0.14546 -0.77599E-001 -1.3463 1.4918 1.3937 + 60 0.14546 -0.77599E-001 -1.3463 1.4918 1.3937 + + ELEMENT= 1274 SOLID185 + NODE S1 S2 S3 SINT SEQV + 219 2.3646 0.37108E-001-0.72294E-001 2.4369 2.3840 + 118 2.3646 0.37108E-001-0.72294E-001 2.4369 2.3840 + 117 2.3646 0.37108E-001-0.72294E-001 2.4369 2.3840 + 117 2.3646 0.37108E-001-0.72294E-001 2.4369 2.3840 + 114 2.3646 0.37108E-001-0.72294E-001 2.4369 2.3840 + 114 2.3646 0.37108E-001-0.72294E-001 2.4369 2.3840 + 114 2.3646 0.37108E-001-0.72294E-001 2.4369 2.3840 + 114 2.3646 0.37108E-001-0.72294E-001 2.4369 2.3840 + + ELEMENT= 1275 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.44388 0.74607E-002-0.55996 1.0038 0.87181 + 238 0.44388 0.74607E-002-0.55996 1.0038 0.87181 + 240 0.44388 0.74607E-002-0.55996 1.0038 0.87181 + 240 0.44388 0.74607E-002-0.55996 1.0038 0.87181 + 82 0.44388 0.74607E-002-0.55996 1.0038 0.87181 + 82 0.44388 0.74607E-002-0.55996 1.0038 0.87181 + 82 0.44388 0.74607E-002-0.55996 1.0038 0.87181 + 82 0.44388 0.74607E-002-0.55996 1.0038 0.87181 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1276 SOLID185 + NODE S1 S2 S3 SINT SEQV + 248 0.38445 -0.18575 -0.78899 1.1734 1.0164 + 85 0.38445 -0.18575 -0.78899 1.1734 1.0164 + 89 0.38445 -0.18575 -0.78899 1.1734 1.0164 + 89 0.38445 -0.18575 -0.78899 1.1734 1.0164 + 88 0.38445 -0.18575 -0.78899 1.1734 1.0164 + 88 0.38445 -0.18575 -0.78899 1.1734 1.0164 + 88 0.38445 -0.18575 -0.78899 1.1734 1.0164 + 88 0.38445 -0.18575 -0.78899 1.1734 1.0164 + + ELEMENT= 1277 SOLID185 + NODE S1 S2 S3 SINT SEQV + 292 0.99097E-001-0.77103E-002 -1.3311 1.4302 1.3799 + 84 0.99097E-001-0.77103E-002 -1.3311 1.4302 1.3799 + 244 0.99097E-001-0.77103E-002 -1.3311 1.4302 1.3799 + 244 0.99097E-001-0.77103E-002 -1.3311 1.4302 1.3799 + 27 0.99097E-001-0.77103E-002 -1.3311 1.4302 1.3799 + 27 0.99097E-001-0.77103E-002 -1.3311 1.4302 1.3799 + 27 0.99097E-001-0.77103E-002 -1.3311 1.4302 1.3799 + 27 0.99097E-001-0.77103E-002 -1.3311 1.4302 1.3799 + + ELEMENT= 1278 SOLID185 + NODE S1 S2 S3 SINT SEQV + 222 1.5282 -0.13403E-001-0.60833E-001 1.5890 1.5658 + 105 1.5282 -0.13403E-001-0.60833E-001 1.5890 1.5658 + 109 1.5282 -0.13403E-001-0.60833E-001 1.5890 1.5658 + 109 1.5282 -0.13403E-001-0.60833E-001 1.5890 1.5658 + 108 1.5282 -0.13403E-001-0.60833E-001 1.5890 1.5658 + 108 1.5282 -0.13403E-001-0.60833E-001 1.5890 1.5658 + 108 1.5282 -0.13403E-001-0.60833E-001 1.5890 1.5658 + 108 1.5282 -0.13403E-001-0.60833E-001 1.5890 1.5658 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1279 SOLID185 + NODE S1 S2 S3 SINT SEQV + 198 0.84120 -0.97188E-002-0.15237 0.99357 0.93048 + 199 0.84120 -0.97188E-002-0.15237 0.99357 0.93048 + 223 0.84120 -0.97188E-002-0.15237 0.99357 0.93048 + 223 0.84120 -0.97188E-002-0.15237 0.99357 0.93048 + 210 0.84120 -0.97188E-002-0.15237 0.99357 0.93048 + 210 0.84120 -0.97188E-002-0.15237 0.99357 0.93048 + 210 0.84120 -0.97188E-002-0.15237 0.99357 0.93048 + 210 0.84120 -0.97188E-002-0.15237 0.99357 0.93048 + + ELEMENT= 1280 SOLID185 + NODE S1 S2 S3 SINT SEQV + 257 -0.87283E-001-0.30802 -2.1139 2.0266 1.9257 + 158 -0.87283E-001-0.30802 -2.1139 2.0266 1.9257 + 256 -0.87283E-001-0.30802 -2.1139 2.0266 1.9257 + 256 -0.87283E-001-0.30802 -2.1139 2.0266 1.9257 + 301 -0.87283E-001-0.30802 -2.1139 2.0266 1.9257 + 301 -0.87283E-001-0.30802 -2.1139 2.0266 1.9257 + 301 -0.87283E-001-0.30802 -2.1139 2.0266 1.9257 + 301 -0.87283E-001-0.30802 -2.1139 2.0266 1.9257 + + ELEMENT= 1281 SOLID185 + NODE S1 S2 S3 SINT SEQV + 289 -0.28171E-001-0.13638 -1.9336 1.9054 1.8537 + 145 -0.28171E-001-0.13638 -1.9336 1.9054 1.8537 + 146 -0.28171E-001-0.13638 -1.9336 1.9054 1.8537 + 146 -0.28171E-001-0.13638 -1.9336 1.9054 1.8537 + 149 -0.28171E-001-0.13638 -1.9336 1.9054 1.8537 + 149 -0.28171E-001-0.13638 -1.9336 1.9054 1.8537 + 149 -0.28171E-001-0.13638 -1.9336 1.9054 1.8537 + 149 -0.28171E-001-0.13638 -1.9336 1.9054 1.8537 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1282 SOLID185 + NODE S1 S2 S3 SINT SEQV + 240 0.37091 -0.18657 -0.79164 1.1625 1.0071 + 85 0.37091 -0.18657 -0.79164 1.1625 1.0071 + 82 0.37091 -0.18657 -0.79164 1.1625 1.0071 + 82 0.37091 -0.18657 -0.79164 1.1625 1.0071 + 86 0.37091 -0.18657 -0.79164 1.1625 1.0071 + 86 0.37091 -0.18657 -0.79164 1.1625 1.0071 + 86 0.37091 -0.18657 -0.79164 1.1625 1.0071 + 86 0.37091 -0.18657 -0.79164 1.1625 1.0071 + + ELEMENT= 1283 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.0134 0.84026E-001-0.12381 1.1372 1.0488 + 239 1.0134 0.84026E-001-0.12381 1.1372 1.0488 + 322 1.0134 0.84026E-001-0.12381 1.1372 1.0488 + 322 1.0134 0.84026E-001-0.12381 1.1372 1.0488 + 80 1.0134 0.84026E-001-0.12381 1.1372 1.0488 + 80 1.0134 0.84026E-001-0.12381 1.1372 1.0488 + 80 1.0134 0.84026E-001-0.12381 1.1372 1.0488 + 80 1.0134 0.84026E-001-0.12381 1.1372 1.0488 + + ELEMENT= 1284 SOLID185 + NODE S1 S2 S3 SINT SEQV + 204 1.1143 0.88338E-001-0.50691E-001 1.1650 1.1021 + 108 1.1143 0.88338E-001-0.50691E-001 1.1650 1.1021 + 321 1.1143 0.88338E-001-0.50691E-001 1.1650 1.1021 + 321 1.1143 0.88338E-001-0.50691E-001 1.1650 1.1021 + 16 1.1143 0.88338E-001-0.50691E-001 1.1650 1.1021 + 16 1.1143 0.88338E-001-0.50691E-001 1.1650 1.1021 + 16 1.1143 0.88338E-001-0.50691E-001 1.1650 1.1021 + 16 1.1143 0.88338E-001-0.50691E-001 1.1650 1.1021 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1285 SOLID185 + NODE S1 S2 S3 SINT SEQV + 235 0.83700 0.13408 0.49390E-001 0.78761 0.74886 + 236 0.83700 0.13408 0.49390E-001 0.78761 0.74886 + 303 0.83700 0.13408 0.49390E-001 0.78761 0.74886 + 303 0.83700 0.13408 0.49390E-001 0.78761 0.74886 + 126 0.83700 0.13408 0.49390E-001 0.78761 0.74886 + 126 0.83700 0.13408 0.49390E-001 0.78761 0.74886 + 126 0.83700 0.13408 0.49390E-001 0.78761 0.74886 + 126 0.83700 0.13408 0.49390E-001 0.78761 0.74886 + + ELEMENT= 1286 SOLID185 + NODE S1 S2 S3 SINT SEQV + 244 -0.92163E-001-0.32439 -2.3092 2.2170 2.1105 + 26 -0.92163E-001-0.32439 -2.3092 2.2170 2.1105 + 27 -0.92163E-001-0.32439 -2.3092 2.2170 2.1105 + 27 -0.92163E-001-0.32439 -2.3092 2.2170 2.1105 + 87 -0.92163E-001-0.32439 -2.3092 2.2170 2.1105 + 87 -0.92163E-001-0.32439 -2.3092 2.2170 2.1105 + 87 -0.92163E-001-0.32439 -2.3092 2.2170 2.1105 + 87 -0.92163E-001-0.32439 -2.3092 2.2170 2.1105 + + ELEMENT= 1287 SOLID185 + NODE S1 S2 S3 SINT SEQV + 292 -0.32820E-001-0.11702 -1.8688 1.8360 1.7954 + 27 -0.32820E-001-0.11702 -1.8688 1.8360 1.7954 + 146 -0.32820E-001-0.11702 -1.8688 1.8360 1.7954 + 146 -0.32820E-001-0.11702 -1.8688 1.8360 1.7954 + 28 -0.32820E-001-0.11702 -1.8688 1.8360 1.7954 + 28 -0.32820E-001-0.11702 -1.8688 1.8360 1.7954 + 28 -0.32820E-001-0.11702 -1.8688 1.8360 1.7954 + 28 -0.32820E-001-0.11702 -1.8688 1.8360 1.7954 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1288 SOLID185 + NODE S1 S2 S3 SINT SEQV + 280 0.23981E-001-0.13795 -0.84861 0.87259 0.80395 + 252 0.23981E-001-0.13795 -0.84861 0.87259 0.80395 + 139 0.23981E-001-0.13795 -0.84861 0.87259 0.80395 + 139 0.23981E-001-0.13795 -0.84861 0.87259 0.80395 + 136 0.23981E-001-0.13795 -0.84861 0.87259 0.80395 + 136 0.23981E-001-0.13795 -0.84861 0.87259 0.80395 + 136 0.23981E-001-0.13795 -0.84861 0.87259 0.80395 + 136 0.23981E-001-0.13795 -0.84861 0.87259 0.80395 + + ELEMENT= 1289 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 0.43691E-001-0.23362E-001-0.61493 0.65862 0.62779 + 281 0.43691E-001-0.23362E-001-0.61493 0.65862 0.62779 + 252 0.43691E-001-0.23362E-001-0.61493 0.65862 0.62779 + 252 0.43691E-001-0.23362E-001-0.61493 0.65862 0.62779 + 140 0.43691E-001-0.23362E-001-0.61493 0.65862 0.62779 + 140 0.43691E-001-0.23362E-001-0.61493 0.65862 0.62779 + 140 0.43691E-001-0.23362E-001-0.61493 0.65862 0.62779 + 140 0.43691E-001-0.23362E-001-0.61493 0.65862 0.62779 + + ELEMENT= 1290 SOLID185 + NODE S1 S2 S3 SINT SEQV + 238 0.38517 0.14871 -0.15214 0.53731 0.46644 + 78 0.38517 0.14871 -0.15214 0.53731 0.46644 + 79 0.38517 0.14871 -0.15214 0.53731 0.46644 + 79 0.38517 0.14871 -0.15214 0.53731 0.46644 + 82 0.38517 0.14871 -0.15214 0.53731 0.46644 + 82 0.38517 0.14871 -0.15214 0.53731 0.46644 + 82 0.38517 0.14871 -0.15214 0.53731 0.46644 + 82 0.38517 0.14871 -0.15214 0.53731 0.46644 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1291 SOLID185 + NODE S1 S2 S3 SINT SEQV + 243 0.31235 0.19927 -0.20794 0.52029 0.47397 + 81 0.31235 0.19927 -0.20794 0.52029 0.47397 + 82 0.31235 0.19927 -0.20794 0.52029 0.47397 + 82 0.31235 0.19927 -0.20794 0.52029 0.47397 + 85 0.31235 0.19927 -0.20794 0.52029 0.47397 + 85 0.31235 0.19927 -0.20794 0.52029 0.47397 + 85 0.31235 0.19927 -0.20794 0.52029 0.47397 + 85 0.31235 0.19927 -0.20794 0.52029 0.47397 + + ELEMENT= 1292 SOLID185 + NODE S1 S2 S3 SINT SEQV + 316 0.72335 0.12138 -0.17449E-001 0.74079 0.68206 + 77 0.72335 0.12138 -0.17449E-001 0.74079 0.68206 + 80 0.72335 0.12138 -0.17449E-001 0.74079 0.68206 + 80 0.72335 0.12138 -0.17449E-001 0.74079 0.68206 + 76 0.72335 0.12138 -0.17449E-001 0.74079 0.68206 + 76 0.72335 0.12138 -0.17449E-001 0.74079 0.68206 + 76 0.72335 0.12138 -0.17449E-001 0.74079 0.68206 + 76 0.72335 0.12138 -0.17449E-001 0.74079 0.68206 + + ELEMENT= 1293 SOLID185 + NODE S1 S2 S3 SINT SEQV + 223 1.8670 0.16619E-001-0.27843E-001 1.8948 1.8730 + 111 1.8670 0.16619E-001-0.27843E-001 1.8948 1.8730 + 108 1.8670 0.16619E-001-0.27843E-001 1.8948 1.8730 + 108 1.8670 0.16619E-001-0.27843E-001 1.8948 1.8730 + 112 1.8670 0.16619E-001-0.27843E-001 1.8948 1.8730 + 112 1.8670 0.16619E-001-0.27843E-001 1.8948 1.8730 + 112 1.8670 0.16619E-001-0.27843E-001 1.8948 1.8730 + 112 1.8670 0.16619E-001-0.27843E-001 1.8948 1.8730 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1294 SOLID185 + NODE S1 S2 S3 SINT SEQV + 292 0.14846 0.36024E-001-0.92515 1.0736 1.0220 + 81 0.14846 0.36024E-001-0.92515 1.0736 1.0220 + 84 0.14846 0.36024E-001-0.92515 1.0736 1.0220 + 84 0.14846 0.36024E-001-0.92515 1.0736 1.0220 + 28 0.14846 0.36024E-001-0.92515 1.0736 1.0220 + 28 0.14846 0.36024E-001-0.92515 1.0736 1.0220 + 28 0.14846 0.36024E-001-0.92515 1.0736 1.0220 + 28 0.14846 0.36024E-001-0.92515 1.0736 1.0220 + + ELEMENT= 1295 SOLID185 + NODE S1 S2 S3 SINT SEQV + 241 0.10418 0.41755E-001-0.64552 0.74970 0.72052 + 78 0.10418 0.41755E-001-0.64552 0.74970 0.72052 + 81 0.10418 0.41755E-001-0.64552 0.74970 0.72052 + 81 0.10418 0.41755E-001-0.64552 0.74970 0.72052 + 29 0.10418 0.41755E-001-0.64552 0.74970 0.72052 + 29 0.10418 0.41755E-001-0.64552 0.74970 0.72052 + 29 0.10418 0.41755E-001-0.64552 0.74970 0.72052 + 29 0.10418 0.41755E-001-0.64552 0.74970 0.72052 + + ELEMENT= 1296 SOLID185 + NODE S1 S2 S3 SINT SEQV + 299 -0.25046E-001-0.16051 -1.3103 1.2853 1.2232 + 29 -0.25046E-001-0.16051 -1.3103 1.2853 1.2232 + 30 -0.25046E-001-0.16051 -1.3103 1.2853 1.2232 + 30 -0.25046E-001-0.16051 -1.3103 1.2853 1.2232 + 78 -0.25046E-001-0.16051 -1.3103 1.2853 1.2232 + 78 -0.25046E-001-0.16051 -1.3103 1.2853 1.2232 + 78 -0.25046E-001-0.16051 -1.3103 1.2853 1.2232 + 78 -0.25046E-001-0.16051 -1.3103 1.2853 1.2232 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1297 SOLID185 + NODE S1 S2 S3 SINT SEQV + 224 0.30735 0.86779E-001-0.57626 0.88361 0.79657 + 230 0.30735 0.86779E-001-0.57626 0.88361 0.79657 + 182 0.30735 0.86779E-001-0.57626 0.88361 0.79657 + 182 0.30735 0.86779E-001-0.57626 0.88361 0.79657 + 231 0.30735 0.86779E-001-0.57626 0.88361 0.79657 + 231 0.30735 0.86779E-001-0.57626 0.88361 0.79657 + 231 0.30735 0.86779E-001-0.57626 0.88361 0.79657 + 231 0.30735 0.86779E-001-0.57626 0.88361 0.79657 + + ELEMENT= 1298 SOLID185 + NODE S1 S2 S3 SINT SEQV + 305 1.2949 0.13784 -0.13730E-001 1.3087 1.2398 + 104 1.2949 0.13784 -0.13730E-001 1.3087 1.2398 + 38 1.2949 0.13784 -0.13730E-001 1.3087 1.2398 + 38 1.2949 0.13784 -0.13730E-001 1.3087 1.2398 + 39 1.2949 0.13784 -0.13730E-001 1.3087 1.2398 + 39 1.2949 0.13784 -0.13730E-001 1.3087 1.2398 + 39 1.2949 0.13784 -0.13730E-001 1.3087 1.2398 + 39 1.2949 0.13784 -0.13730E-001 1.3087 1.2398 + + ELEMENT= 1299 SOLID185 + NODE S1 S2 S3 SINT SEQV + 311 0.49138 0.12294 -0.39828 0.88966 0.77425 + 12 0.49138 0.12294 -0.39828 0.88966 0.77425 + 96 0.49138 0.12294 -0.39828 0.88966 0.77425 + 96 0.49138 0.12294 -0.39828 0.88966 0.77425 + 99 0.49138 0.12294 -0.39828 0.88966 0.77425 + 99 0.49138 0.12294 -0.39828 0.88966 0.77425 + 99 0.49138 0.12294 -0.39828 0.88966 0.77425 + 99 0.49138 0.12294 -0.39828 0.88966 0.77425 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1300 SOLID185 + NODE S1 S2 S3 SINT SEQV + 312 0.91316 0.10110 0.46215E-001 0.86694 0.84084 + 13 0.91316 0.10110 0.46215E-001 0.86694 0.84084 + 14 0.91316 0.10110 0.46215E-001 0.86694 0.84084 + 14 0.91316 0.10110 0.46215E-001 0.86694 0.84084 + 74 0.91316 0.10110 0.46215E-001 0.86694 0.84084 + 74 0.91316 0.10110 0.46215E-001 0.86694 0.84084 + 74 0.91316 0.10110 0.46215E-001 0.86694 0.84084 + 74 0.91316 0.10110 0.46215E-001 0.86694 0.84084 + + ELEMENT= 1301 SOLID185 + NODE S1 S2 S3 SINT SEQV + 327 0.87904 0.27433E-001-0.48055E-001 0.92709 0.89175 + 102 0.87904 0.27433E-001-0.48055E-001 0.92709 0.89175 + 99 0.87904 0.27433E-001-0.48055E-001 0.92709 0.89175 + 99 0.87904 0.27433E-001-0.48055E-001 0.92709 0.89175 + 103 0.87904 0.27433E-001-0.48055E-001 0.92709 0.89175 + 103 0.87904 0.27433E-001-0.48055E-001 0.92709 0.89175 + 103 0.87904 0.27433E-001-0.48055E-001 0.92709 0.89175 + 103 0.87904 0.27433E-001-0.48055E-001 0.92709 0.89175 + + ELEMENT= 1302 SOLID185 + NODE S1 S2 S3 SINT SEQV + 249 0.51054E-001-0.46746E-001-0.34347 0.39452 0.35585 + 286 0.51054E-001-0.46746E-001-0.34347 0.39452 0.35585 + 309 0.51054E-001-0.46746E-001-0.34347 0.39452 0.35585 + 309 0.51054E-001-0.46746E-001-0.34347 0.39452 0.35585 + 282 0.51054E-001-0.46746E-001-0.34347 0.39452 0.35585 + 282 0.51054E-001-0.46746E-001-0.34347 0.39452 0.35585 + 282 0.51054E-001-0.46746E-001-0.34347 0.39452 0.35585 + 282 0.51054E-001-0.46746E-001-0.34347 0.39452 0.35585 + + ***** POST1 ELEMENT NODAL STRESS LISTING ***** + + LOAD STEP= 1 SUBSTEP= 1 + TIME= 1.0000 LOAD CASE= 0 + + THE FOLLOWING X,Y,Z VALUES ARE IN GLOBAL COORDINATES + + + ELEMENT= 1303 SOLID185 + NODE S1 S2 S3 SINT SEQV + 268 0.35892 -0.10097E-002-0.33427 0.69319 0.60047 + 310 0.35892 -0.10097E-002-0.33427 0.69319 0.60047 + 286 0.35892 -0.10097E-002-0.33427 0.69319 0.60047 + 286 0.35892 -0.10097E-002-0.33427 0.69319 0.60047 + 296 0.35892 -0.10097E-002-0.33427 0.69319 0.60047 + 296 0.35892 -0.10097E-002-0.33427 0.69319 0.60047 + 296 0.35892 -0.10097E-002-0.33427 0.69319 0.60047 + 296 0.35892 -0.10097E-002-0.33427 0.69319 0.60047 + + ELEMENT= 1304 SOLID185 + NODE S1 S2 S3 SINT SEQV + 177 0.89484 0.90896E-001-0.90279E-001 0.98512 0.90819 + 305 0.89484 0.90896E-001-0.90279E-001 0.98512 0.90819 + 297 0.89484 0.90896E-001-0.90279E-001 0.98512 0.90819 + 297 0.89484 0.90896E-001-0.90279E-001 0.98512 0.90819 + 226 0.89484 0.90896E-001-0.90279E-001 0.98512 0.90819 + 226 0.89484 0.90896E-001-0.90279E-001 0.98512 0.90819 + 226 0.89484 0.90896E-001-0.90279E-001 0.98512 0.90819 + 226 0.89484 0.90896E-001-0.90279E-001 0.98512 0.90819