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- STATIC AND FREQUENCY ANALYSIS OF A TOWER CABLE 0
- 14000111 1 1 1 0 0.01 0. 1 0
- 0
- 0
- 1 0 11 0
- 1 0 5 0 5 1 0 0 0
- 0
- 1 0 0
- 0 0
- 0
- 1 1 1 0
- 0
- 1 1 0 1 1 1 10.0 0.0 0.0 0
- 2 1 0 0 1 1 10.0 306.049 273.201 0
- 3 1 0 0 1 1 10.0 977.988 873.022 0
- 4 1 0 0 1 1 10.0 1649.927 1472.843 0
- 5 1 0 0 1 1 10.0 2086.012 1862.123 0
- 6 1 0 0 1 1 10.0 2522.097 2251.404 0
- 7 1 0 0 1 1 10.0 3206.057 2861.956 0
- 8 1 0 0 1 1 10.0 3890.017 3472.507 0
- 9 1 0 0 1 1 10.0 4750.254 4240.416 0
- 10 1 0 0 1 1 10.0 5610.490 5008.324 0
- 11 1 0 0 1 1 10.0 6470.727 5776.233 0
- 12 1 0 0 1 1 10.0 7330.963 6544.141 0
- 13 1 1 1 1 1 10.0 8191.200 7312.050 0
- 14 1 1 1 1 1 10.0 -10.000 0.0 0
- 2 0. 0.150E+01 0.150E+01 0
- 3 0. 0.249E+00 0.249E+00 0
- 4 0. 0.153E+01 0.153E+01 0
- 5 0. 0.162E+00 0.162E+00 0
- 6 0. 0.153E+01 0.153E+01 0
- 7 0. 0.253E+00 0.253E+00 0
- 8 0. 0.821E+01 0.821E+01 0
- 9 0. 0.319E+00 0.319E+00 0
- 10 0. 0.319E+00 0.319E+00 0
- 11 0. 0.319E+00 0.319E+00 0
- 12 0. 0.319E+00 0.319E+00 0
- 14 0
- 1 1 0
- 2 29.7221 - 36.0194 0
- 3 83.6104 - 99.2952 0
- 4 135.618 -160.023 0
- 5 161.899 -189.570 0
- 6 187.394 -218.103 0
- 7 215.720 -248.166 0
- 8 242.122 -275.863 0
- 9 199.34 -226.316 0
- 10 153.726 -173.927 0
- 11 105.292 -118.725 0
- 12 54.0463 - 60.7402 0
- 14 0
- 14 0
- 14 0
- 1 1 0 1 1 0 0
- 1 10. 0
- 0.100E+11 0
- 1 2 1 0
- 1 14 0
- 1 12 2 1 1 0 0
- 1 .361 0
- 0.190E+08 0
- 1 2 1 .00109637 0
- 1 2 0
- 12 2 1 .00109637 0
- 12 13 0
- 20 0
- LARGE DISPLACEMENT AND LARGE STRAIN STATIC ANALYSIS OF A RUBBER SHEET 0
- 48100111 0 1 1 2 1.0 0. 1 0
- 0
- 4 0
- 0
- 0
- 0
- 1 1 0.001 0
- 0
- 0
- 0
- 0
- 1 2 0
- 1 2 0
- 0. 0. 4. 20.90 0
- 1 -1 1 1 -1 -1 -10. 0.0 0.0 0
- 2 0 1 1 0 0 00. 0.0 1.520 0
- 3 0 1 1 0 0 00. 0.0 3.000 0
- 4 0 1 1 0 0 00. 0.0 4.460 0
- 5 0 0 1 0 0 00. 1.010 0. 4 0
- 45 0 0 1 0 0 00. 11.110 0. 0
- 6 0 0 0 0 0 00. 1.010 1.160 0
- 10 0 0 0 0 0 00. 2.020 0.920 0
- 14 0 0 0 0 0 00. 3.030 0.740 0
- 18 0 0 0 0 0 00. 4.040 0.620 0
- 22 0 0 0 0 0 00. 5.050 0.560 0
- 26 0 0 0 0 0 00. 6.060 0.520 0
- 30 0 0 0 0 0 00. 7.070 0.500 4 0
- 46 0 0 0 0 0 00. 11.110 0.500 0
- 7 0 0 0 0 0 00. 1.010 2.320 0
- 11 0 0 0 0 0 00. 2.020 1.860 0
- 15 0 0 0 0 0 00. 3.030 1.540 0
- 19 0 0 0 0 0 00. 4.040 1.340 0
- 23 0 0 0 0 0 00. 5.050 1.200 0
- 27 0 0 0 0 0 00. 6.060 1.100 0
- 31 0 0 0 0 0 00. 7.070 1.040 0
- 35 0 0 0 0 0 00. 8.080 1.020 0
- 39 0 0 0 0 0 00. 9.090 1.000 4 0
- 47 0 0 0 0 0 00. 11.110 1.000 0
- 8 0 0 0 0 0 00. 1.010 3.420 0
- 12 0 0 0 0 0 00. 2.020 2.760 0
- 16 0 0 0 0 0 00. 3.030 2.280 0
- 20 0 0 0 0 0 00. 4.040 2.000 0
- 24 0 0 0 0 0 00. 5.050 1.800 0
- 28 0 0 0 0 0 00. 6.060 1.660 0
- 32 0 0 0 0 0 00. 7.070 1.580 0
- 36 0 0 0 0 0 00. 8.080 1.540 0
- 40 0 0 0 0 0 00. 9.090 1.5000 4 0
- 48 0 0 0 0 0 00. 11.110 1.5000 0
- 0
- 2 33 2 2 4 13 1 0
- 1 1.0 0
- .21605E 02 15.74650 0
- 1 4 4 1 4 0.0 0.125 0
- 6 2 1 5 0
- 11 4 4 1 1 0.0 0.125 1 0
- 46 42 41 45 0
- 12 4 4 1 4 0. 0.125 0
- 7 3 2 6 0
- 22 4 4 1 1 0. 0.125 1 0
- 47 43 42 46 0
- 23 4 4 1 4 0. 0.125 0
- 8 4 3 7 0
- 33 4 4 1 1 0. 0.125 1 0
- 48 44 43 47 0
- 45 2 1.166666667 0
- 46 2 1.333333333 0
- 47 2 1.333333333 0
- 48 2 1.166666667 0
- STATIC AND DYNAMIC LARGE DISPLACEMENT ANALYSIS OF A SPHERICAL SHELL 0
- 53100111 0 1 1 4 1.0 0.0 1 0
- 0
- 1 0
- 0
- 0
- 0
- 1 0 1 0.001 0.001 0
- 1 1 1 1 0
- 0
- 0
- 4 0 4 0
- 5 53 5 0
- 1 2 0
- 1 2 0
- 0. 0.0 200. 15.92 0
- X 1 -1 1 1 -1 -1 -10. 4.75212 79.10 1 0
- X 3 -1 1 1 -1 -1 -10. 4.76788 79.10 0
- X 4 0 0 0 0 0 00.0 4.75212 79.645 5 0
- X 49 0 0 0 0 0 00.0 4.75212 89.455 0
- X 6 0 0 0 0 0 00.0 4.75212 80.19 5 0
- X 46 0 0 0 0 0 00.0 4.75212 88.91 0
- X 7 0 0 0 0 0 00.0 4.76 80.19 5 0
- X 47 0 0 0 0 0 00.0 4.76 88.91 0
- X 5 0 0 0 0 0 00.0 4.76788 79.645 5 0
- X 50 0 0 0 0 0 00.0 4.76788 89.455 0
- X 8 0 0 0 0 0 00.0 4.76788 80.19 5 0
- X 48 0 0 0 0 0 00.0 4.76788 88.91 0
- X 51 0 -1 0 0 0 00.0 4.75212 90.00 1 0
- X 53 0 0 0 0 0 00.0 4.76788 90.00 0
- 0 0
- 2 10 2 0 8 2 1 1 0 0
- 1 0.0 0
- .10000E 08.30000E 00 0
- 1 8 0 1 5 0.0 0.0 0
- 1 3 8 6 2 5 7 4 0
- 10 8 0 1 1 0.0 0.0 0
- 46 48 53 51 47 50 52 49 0
- 53 3 1 -1.0 0
- THERMO-ELASTIC-PLASTIC STATIC ANALYSIS OF A THICK-WALLED CYLINDER (1) 0
- 23100111 0 1 1 6 1. 0. 1 0
- 2 0
- 3 2 0
- 0 0 0 0 0
- 0 0
- 0
- 1 1 0
- 1 1 1 1 0
- 0
- 0
- 2 2 0
- 0
- 0
- 2 20 0
- 1 20 0
- 0. 0. 1. 1.25 2. 1.42 3. 1.58
- 4. 1.75 5. 1.92 6. 2. 7. 1.67
- 8. 1.33 9. .83 10. .33 11. 0.
- 12. .33 13. .83 14. 1.33 15. 1.67
- 16. 2. 17. 2.08 18. 2.17 19. 2.25
- 2 2 0
- 0. 70. 20. 70. 0
- 1 1 0 1 1 1 1 0.0 1.0 0.0 5 0
- 21 1 0 1 1 1 1 0.0 2.0 0.0 0 0
- 2 1 0 0 1 1 1 0.0 1.0 0.5 5 0
- 22 1 0 0 1 1 1 0.0 2.0 0.5 0 0
- 4 1 0 1 1 1 1 0.0 1.125 0.0 5 0
- 19 1 0 1 1 1 1 0.0 1.875 0.0 0 0
- 5 1 0 1 1 1 1 0.0 1.125 1.0 5 0
- 20 1 0 1 1 1 1 0.0 1.875 1.0 0 0
- 3 1 0 1 1 1 1 0.0 1.0 1.0 5 0
- 23 1 0 1 1 1 1 0.0 2.0 1.0 0 0
- 1 1 0
- 1 70. 1 0
- 23 70. 0 0
- 2 4 1 0 8 2 10 1 0
- 1 0
- 70. 100. 200. 300. 0
- 0
- 8.667E4 8.667E4 8.667E4 8.667E4 0
- 0
- .3 .3 .3 .3 0
- 0
- 17.32 15.26 13.88 12.72 0
- 0
- 0
- 0
- 0
- 0
- 0
- 4. 70. 0
- 100. 0
- 1 8 1 1 5 0
- 8 3 1 6 5 2 4 7 0
- 4 8 1 1 0
- 23 18 16 21 20 17 19 22 0
- 1 2 1 1.0 0
- 2 2 1 4.0 0
- 3 2 1 1.0 0
- 1 2 1. 1 0
- 23 2 1. 0 0
- THERMO-ELASTIC-PLASTIC STATIC ANALYSIS OF A THICK-WALLED CYLINDER (2) 0
- 23100111 0 1 1 3 1. 0. 1 0
- 2 0
- 3 2 0
- 0 0 0 0 0
- 0 0
- 0
- 1 1 0
- 1 1 1 1 0
- 0
- 0
- 2 2 0
- 0
- 0
- 2 9 0
- 1 9 0
- 0.0 0.0 1.0 1.25 4.0 1.75 8.0 1.75
- 9.0 1.73 10.0 0.0 12.0 0.0 13.0 2.0
- 22.0 3.0 0
- 2 6 0
- 0. 70. 4. 70. 8. 150. 10. 150.
- 12. 100. 22. 100. 0
- 1 1 0 1 1 1 1 0.0 1.0 0.0 5 0
- 21 1 0 1 1 1 1 0.0 2.0 0.0 0 0
- 2 1 0 0 1 1 1 0.0 1.0 0.5 5 0
- 22 1 0 0 1 1 1 0.0 2.0 0.5 0 0
- 4 1 0 1 1 1 1 0.0 1.125 0.0 5 0
- 19 1 0 1 1 1 1 0.0 1.875 0.0 0 0
- 5 1 0 1 1 1 1 0.0 1.125 1.0 5 0
- 20 1 0 1 1 1 1 0.0 1.875 1.0 0 0
- 3 1 0 1 1 1 1 0.0 1.0 1.0 5 0
- 23 1 0 1 1 1 1 0.0 2.0 1.0 0 0
- 1 1 0
- 1 70. 1 0
- 23 70. 0 0
- 2 4 1 0 8 2 10 1 0
- 1 0
- 70. 100. 200. 300. 0
- 0
- 8.667E4 8.667E4 8.667E4 8.667E4 0
- 0
- .3 .3 .3 .3 0
- 0
- 17.32 15.26 13.88 12.72 0
- 0
- 0
- 0
- 0
- 0
- 0
- 4. 70. 0
- 100. 0
- 1 8 -1 1 5 0
- 8 3 1 6 5 2 4 7 0
- 4 8 -1 1 0
- 23 18 16 21 20 17 19 22 0
- 1 2 1 1.0 0
- 2 2 1 4.0 0
- 3 2 1 1.0 0
- 1 2 1. 1 0
- 23 2 1. 0 0
- CYCLIC CREEP ANALYSIS OF A THICK-WALLED CYLINDER 0
- 18100111 0 1 1 6 .1 1 0
- 2 0
- 3 2 0
- 0
- 0
- 0
- 1 1 0
- 1 1 1 1 0
- 0
- 0
- 0
- 2 2 0
- 0
- 2 4 0
- 1 4 0
- 0. 9.735 2.2 9.735 2.6 -9.735 100.0 -9.735
- 2 2 0
- 0. 100. 100. 100. 0
- 1 1 0 1 1 1 1 0.0 0.16 0.0 5 0
- 16 1 0 1 1 1 1 0.0 0.25 0.0 0
- 4 1 0 1 1 1 1 0.0 0.175 0.0 5 0
- 14 1 0 1 1 1 1 0.0 0.235 0.0 0
- 2 1 0 0 1 1 1 0.0 0.16 0.5 5 0
- 17 1 0 0 1 1 1 0.0 0.25 0.5 0
- 5 1 0 1 1 1 1 0.0 0.175 1.0 5 0
- 15 1 0 1 1 1 1 0.0 0.235 1.0 0
- 3 1 0 1 1 1 1 0.0 0.16 1.0 5 0
- 18 1 0 1 1 1 1 0.0 0.25 1.0 0
- 1 1 0
- 1 100. 1 0
- 18 100. 0 0
- 2 3 1 0 8 2 0 10 1 0
- 1 0.0 0
- 70. 200. 0
- 0
- 20.E6 20.E6 0
- 0
- .3 .3 0
- 0
- 80.E6 80.E6 0
- 0
- 2.E6 2.E6 0
- 0
- 0
- 0
- 6.4E-18 4.4 1. 0
- 2. 100. 1. 0
- 100. 0
- 1 8 1 1 5 0
- 8 3 1 6 5 2 4 7 0
- 3 8 1 1 0
- 18 13 11 16 15 12 14 17 0
- 1 2 1 1.0 0
- 2 2 1 4.0 0
- 3 2 1 1.0 0
- 1 2 1. 1 0
- 18 2 1. 0 0
- LARGE DISPLACEMENT ANALYSIS OF AN ELASTIC SIMPLY-SUPPORTED PLATE 0
- 16 1 1 1 4 0.5 1 1 0
- 0
- 9 6 1 0
- 0
- 0
- 0
- 1 1 2 50 0.000001 0.00001 0
- 0
- 0
- 0
- 0
- 1 3 0
- 1 3 0
- 10. 2.10938 20. 7.03125 0
- 1 1 1. 0
- 1 1 1 1
- 2 -2 1 1 4. 1 1
- 4 1 -2 1 1 12. 1
- 5 -2 1 4. 4 1
- 13 -2 1 1 1 12. 1
- 6 4. 4. 1 1
- 8 1 1 12. 4. 1
- 10 4. 8. 1 1
- 12 1 1 12. 8. 1
- 14 1 1 4. 12. 1 1
- 16 1 1 1 1 12. 12. 1
- 6 0
- 1 2 2 1 0
- 1 2 1. 0
- 2 3 2 1 0
- 1 2 1. 0
- 3 4 2 1 0
- 1 2 1. 0
- 4 5 1 1 0
- 1 1 1. 0
- 5 9 1 1 0
- 1 1 1. 0
- 6 13 1 1 0
- 1 1 1. 0
- 0
- 7 1 2 16 16 4 4 4 2 1 1 1 0
- 1 1. 0
- 1.E7 0.316228 0
- 0.12 0
- 0
- 1 16 1 1 1 0
- 13 1 4 16 9 2 8 15 5 3 12 14 10 6 7 11
- 16 3 1 1. 0
- 15 3 1 3. 0
- 14 3 1 3. 0
- 12 3 1 3. 0
- 8 3 1 3. 0
- 6 3 1 9. 0
- 7 3 1 9. 0
- 10 3 1 9. 0
- 11 3 1 9. 0
- THERMO-ELASTIC-STATIC ANALYSIS OF A CANTILEVER BEAM 0
- 36000111 0 1 1 1 1.0 0.0 1 0
- 2 0
- 10 0
- 0
- 0
- 0
- 0
- 0
- 0
- 1 2 0
- 1 2 0
- 0.0 125. 1000. 125. 0
- 1 0 1 0 1 1 1 1.0 0.0 0.5 0
- 2 0 1 0 1 1 1 0.0 0.0 0.5 0
- 3 0 1 1 1 1 1 1.0 0.0 0.0 0
- 4 1 1 1 1 1 1 0.0 0.0 0.0 0
- 7 0 1 0 1 1 1 1.0 1.0 0.0 4 0
- 27 0 1 0 1 1 1 1.0 6.0 0.0 0
- 5 0 0 0 1 1 1 1.0 1.0 0.5 4 0
- 25 0 0 0 1 1 1 1.0 6.0 0.5 0
- 6 0 0 0 1 1 1 0.0 1.0 0.5 4 0
- 26 0 0 0 1 1 1 0.0 6.0 0.5 0
- 8 0 1 0 1 1 1 0.0 1.0 0.0 4 0
- 28 0 1 0 1 1 1 0.0 6.0 0.0 0
- 29 1 1 1 1 1.0 0.0 0.25 0
- 33 1 1 1 1 0.0 0.0 0.25 0
- 30 1 1 1 1.0 2.0 0.25 1 0
- 32 1 1 1 1.0 6.0 0.25 0
- 34 1 1 1 0.0 2.0 0.25 1 0
- 36 1 1 1 0.0 6.0 0.25 0
- 1 1 1 0
- 1 125.0 1 0
- 36 125.0 0
- 3 3 1 16 3 3 3 1 0
- 1 0
- 65.0 200.0 400.0 0
- 0
- 30. E6 28. E6 25. E6 0
- 0
- 0.0 0.0 0.0 0
- 0
- 5.5 E-6 6.0 E-6 7.0 E-6 0
- 0
- 3.0 125. 0
- 1 16 16 -1 1 0
- 10 2 1 9 12 4 3 11 0
- 6 5 8 7 34 33 29 30 0
- 2 16 16 -1 1 0
- 18 10 9 17 20 12 11 19 0
- 14 13 16 15 35 34 30 31 0
- 3 16 16 -1 1 0
- 26 18 17 25 28 20 19 27 0
- 22 21 24 23 36 35 31 32 0
- 1 1 1.2 4 0
- 25 1 1.2 0
- 2 1 1.2 4 0
- 26 1 1.2 0
- 29 1 1.1 1 0
- 36 1 1.1 0
- 3 1 1.0 4 0
- 27 1 1.0 0
- 4 1 1.0 4 0
- 28 1 1.0 0
- STATIC ANALYSIS OF AN UNDERGROUND OPENING 0
- 63100111 0 3 1 2 1. 0. 1 0
- 0
- 5 0
- 0
- 0
- 0
- 1 1 1 0 25 0.001 0.005 0
- 0 0
- 0
- 1 2 1 0
- 1 2 1 0
- 1 3 0
- 1 3 0
- 0. 0. 1. -30. 15. -100. 0
- 1 1 0 0 1 1 1 0. -60. 1 0
- 4 1 0 0 1 1 1 48. -60. 0
- 5 1 1 0 1 1 1 60. -60. 0
- 6 1 1 1 1 0. -68. 1 0
- 8 1 1 1 1 32. -68. 1 0
- 10 1 1 1 1 48. -68. 1 0
- 12 1 1 1 1 1 60. -68. 0
- 13 1 1 1 1 32. -72. 0
- 14 1 1 1 1 48. -72. 0
- 15 1 1 1 1 1 60. -72. 0
- 16 1 1 1 1 0. -76. 1 0
- 18 1 1 1 1 32. -76. 1 0
- 20 1 1 1 1 48. -76. 1 0
- 22 1 1 1 1 1 60. -76. 0
- 23 1 1 1 1 32. -81. 0
- 24 1 1 1 1 48. -81. 0
- 25 1 1 1 1 1 60. -78. 0
- 26 1 1 1 1 0. -86. 1 0
- 28 1 1 1 1 32. -86. 1 0
- 30 1 1 1 1 48. -86. 0
- 31 1 1 1 1 53.75 -82.5 0
- 32 1 1 1 1 1 60. -80. 0
- 33 1 1 1 1 32. -90. 0
- 34 1 1 1 1 43.75 -89.75 0
- 35 1 1 1 1 0. -94. 1 0
- 37 1 1 1 1 32. -94. 1 0
- 39 1 1 1 1 40. -94. 0
- 40 1 1 1 1 32. -99. 0
- 41 1 1 1 1 37.75 -98.75 0
- 42 1 1 1 1 1 1 0. -104. 0
- 43 1 1 1 1 16. -104. 0
- 44 1 1 1 1 32. -104. 1 0
- 46 1 1 1 1 36. -104. 1 0
- 48 1 1 1 1 48. -104. 1 0
- 50 1 1 1 1 1 60. -104. 0
- 51 1 1 1 1 32. -110. 0
- 52 1 1 1 1 36. -110. 0
- 53 1 1 1 1 48. -110. 0
- 54 1 1 1 1 1 60. -110. 0
- 55 1 1 1 1 1 1 0. -116. 0
- 56 1 1 1 1 1 16. -116. 0
- 57 1 1 1 1 1 32. -116. 1 0
- 59 1 1 1 1 1 36. -116. 1 0
- 61 1 1 1 1 1 48. -116. 1 0
- 63 1 1 1 1 1 1 60. -116. 0
- 0
- 1 3 1 0 2 2 4 1 3 0
- 1 .0021 .733863E-6 0
- 4320000. 14400. 0. 0
- 1 2 1 1 .001 0
- 22 32 0
- 2 2 1 1 .001 0
- 28 30 0
- 3 2 1 1 .001 0
- 20 30 0
- 2 14 1 0 1 5 2 0 4 1 0 0 0
- 1 0
- 0. 0.01 0.05 0.10 0.50 1.00 14400. 14400.
- 14400. 14400. 14400. 14400. 14400. 14400. 14400. 14400.
- 14400. 14400. 21600. 21600. 21600. 21600. 21600. 21600.
- 2 0.120 0.001 0.00099 0
- 1 4 1 1 0
- 43 42 55 56 0
- 2 4 1 1 0
- 36 35 42 43 0
- 3 4 1 1 0
- 27 26 35 36 0
- 4 4 1 1 0
- 17 16 26 27 0
- 5 4 1 1 0
- 7 6 16 17 0
- 6 4 1 1 0
- 2 1 6 7 0
- 7 5 1 1 0
- 44 43 56 57 51 0
- 8 5 1 1 0
- 37 36 43 44 40 0
- 9 5 1 1 0
- 28 27 36 37 33 0
- 10 5 1 1 0
- 18 17 27 28 23 0
- 11 5 1 1 0
- 8 7 17 18 13 0
- 12 4 1 1 0
- 3 2 7 8 0
- 13 5 1 1 0
- 4 3 8 10 9 0
- 14 5 1 1 0
- 5 4 10 12 11 0
- 2 9 1 0 1 8 2 0 4 1 0 0 0
- 1 0
- 0. 0.01 0.05 0.10 0.50 1.00 14400. 14400.
- 14400. 14400. 14400. 14400. 14400. 14400. 14400. 14400.
- 14400. 14400. 21600. 21600. 21600. 21600. 21600. 21600.
- 2 0.120 0.001 0.00099 0
- 1 8 1 1 0
- 50 48 61 63 49 53 62 54 0
- 2 8 1 1 0
- 48 46 59 61 47 52 60 53 0
- 3 8 1 1 0
- 46 44 57 59 45 51 58 52 0
- 4 8 1 1 0
- 39 37 44 46 38 40 45 41 0
- 5 8 1 1 0
- 30 28 37 39 29 33 38 34 0
- 6 8 1 1 0
- 20 18 28 30 19 23 29 24 0
- 7 8 1 1 0
- 22 20 30 32 21 24 31 25 0
- 8 8 1 1 0
- 10 8 18 20 9 13 19 14 0
- 9 8 1 1 0
- 12 10 20 22 11 14 21 15 0
- 1 3 1 8.0 0
- 2 3 1 16.0 0
- 3 3 1 16.0 0
- 4 3 1 14.0 0
- 5 3 1 6.0 0
- STATIC AND DYNAMIC ANALYSIS OF A REINFORCED CONCRETE BEAM 0
- 33100111 0 2 1 2 1.0 0. 1 0
- 0
- 1 0
- 0
- 0
- 0
- 1 1 1 0 20 0.001 0.002 0
- 1 1 1 1 0
- 0
- 1 2 1 0
- 1 2 1 0
- 2 2 2 0
- 1 33 1 0
- 1 6 0
- 1 6 0
- 0.0 0.0 1.0 4.0 3.0 5.0 9.0 11.0
- 14.0 21.0 20.0 35.0 0
- 1 1 0 0 1 1 1 0. 0. 0
- 4 1 0 0 1 1 1 10. 3 0
- 7 1 0 0 1 1 1 20. 3 0
- 13 1 0 0 1 1 1 38. 3 0
- 19 1 0 0 1 1 1 50. 3 0
- 25 1 0 0 1 1 1 59. 3 0
- 31 1 1 0 1 1 1 68. 0
- 2 1 0 1 1 1 1 0. 3. 3 0
- 5 1 0 0 1 1 1 10. 3. 3 0
- 8 1 0 0 1 1 1 20. 3. 3 0
- 14 1 0 0 1 1 1 38. 3. 3 0
- 20 1 0 0 1 1 1 50. 3. 3 0
- 26 1 0 0 1 1 1 59. 3. 3 0
- 32 1 1 0 1 1 1 68. 3. 0
- 3 1 0 0 1 1 1 0. 11. 3 0
- 9 1 0 0 1 1 1 20. 11. 3 0
- 15 1 0 0 1 1 1 38. 11. 3 0
- 21 1 0 0 1 1 1 50. 11. 3 0
- 27 1 0 0 1 1 1 59. 11. 3 0
- 33 1 1 0 1 1 1 68. 11. 0
- 0
- 1 5 1 0 3 2 4 1 3 0
- 1 2.00 .733863E-6 0
- 30000. 44.0 300. 0
- 1 3 1 1 6 0
- 1 7 4 0
- 5 3 1 1 0
- 25 31 28 0
- 2 10 1 0 2 6 2 0 5 1 0 0 0
- 1.217164E-6 0
- 6100. 0.2 0.0 0.458 -3.74 -0.002 -3.225 -0.003
- 0. 0.25 0.5 0.75 1.0 1.2 1.0 1.35
- 1.75 2.15 2.5 2.8 1.25 1.7 2.1 2.55
- 2.95 3.3 1.2 1.6 2.0 2.40 2.8 3.1
- 0.75 1. 1. 0.05 .0005 0.5 0
- 1 6 1 1 6 6. 0
- 8 2 1 7 5 0 4 0 0
- 5 6 1 1 6 6. 0
- 32 26 25 31 29 0 28 0 0
- 6 6 1 1 6 6. 0
- 9 3 2 8 6 0 5 0 0
- 10 6 1 1 6 6. 0
- 33 27 26 32 30 0 29 0 0
- 21 3 1 -0.5 0
- LINEAR ANALYSIS OF A CYLINDRICAL SHELL 0
- 169 1 6 0 1 1 1. 1 13 0
- 0
- 1 0
- 0
- 0
- 0
- 0
- 0
- 0
- 1 2 0
- 1 2 0
- 1. 75000. 0
- 1 1 1. 0
- 2 1.130526192 .991444861 0
- 3 1.258819045 .965925826 0
- 4 1.382683432 .923879533 0
- 5 1.5 .866025404 0
- 6 1.608761429 .79335334 0
- 7 1.707106781 .707106781 0
- 8 1.79335334 .608761429 0
- 9 1.866025404 .5 0
- 10 1.923879533 .382683432 0
- 11 1.965925826 .258819045 0
- 12 1.991444861 .130526192 0
- 13 11. 0
- 1 1 0 1 0 1 100. 100. 1 1
- 2 1 0 0 0 1 91.6666667100. 1 1
- 13 1 1 0 1 1 100. 1 1
- 14 1 0 1 0 1 13.0526192100. 99.1444861 1 2
- 15 13.052619291.666666799.1444861 1 2
- 26 0 1 0 1 13.0526192 99.1444861 1 2
- 27 1 0 1 0 1 25.8819045100. 96.5925826 1 3
- 28 25.881904591.666666796.5925826 1 3
- 39 0 1 0 1 25.8819045 96.5925826 1 3
- 40 1 0 1 0 1 38.2683432100. 92.3879533 1 4
- 41 38.268343291.666666792.3879533 1 4
- 52 0 1 0 1 38.2683432 92.3879533 1 4
- 53 1 0 1 0 1 50. 100. 86.6025404 1 5
- 54 50. 91.666666786.6025404 1 5
- 65 0 1 0 1 50. 86.6025404 1 5
- 66 1 0 1 0 1 60.8761429100. 79.3353344 1 6
- 67 60.876142991.666666779.3353344 1 6
- 78 0 1 0 1 60.8761429 79.3353344 1 6
- 79 1 0 1 0 1 70.7106781100. 70.7106781 1 7
- 80 70.710678191.666666770.7106781 1 7
- 91 0 1 0 1 70.7106781 70.7106781 1 7
- 92 1 0 1 0 1 79.335334 100. 60.8761429 1 8
- 93 79.335334 91.666666760.8761429 1 8
- 104 0 1 0 1 79.335334 60.8761429 1 8
- 105 1 0 1 0 1 86.6025404100. 50. 1 9
- 106 86.602540491.666666750. 1 9
- 117 0 1 0 1 86.6025404 50. 1 9
- 118 1 0 1 0 1 92.3879533100. 38.2683432 1 10
- 119 92.387953391.666666738.2683432 1 10
- 130 0 1 0 1 92.3879533 38.2683432 1 10
- 131 1 0 1 0 1 96.5925826100. 25.8819045 1 11
- 132 96.592582691.666666725.8819045 1 11
- 143 0 1 0 1 96.5925826 25.8819045 1 11
- 144 1 0 1 0 1 99.1444861100. 13.0526192 1 12
- 145 99.144486191.666666713.0526192 1 12
- 156 0 1 0 1 99.1444861 13.0526192 1 12
- 15 1 1 1 1 1 2 0
- 25 1 1 1 1 1 0
- 41 1 1 1 1 1 2 0
- 51 1 1 1 1 1 0
- 67 1 1 1 1 1 2 0
- 77 1 1 1 1 1 0
- 93 1 1 1 1 1 2 0
- 103 1 1 1 1 1 0
- 119 1 1 1 1 1 2 0
- 129 1 1 1 1 1 0
- 145 1 1 1 1 1 2 0
- 155 1 1 1 1 1 0
- 157 1 0 1 0 1 100. 100. 1 13
- 158 0 0 1 0 1 100. 91.6666667 1 13
- 169 0 1 1 1 1 100. 13
- 0
- 7 6 0 8 8 3 2 2 2 0 1 1 1 0
- 1 0
- 3.0E7 .3 0
- 1.0 0
- 1 0 1 1 1 0 2 0
- 3 29 27 1 16 28 14 2 0
- 6 0 1 1 1 1 0
- 13 39 37 11 26 38 24 12 0
- 7 6 0 8 8 3 2 2 2 0 1 1 1 0
- 1 0
- 3.0E7 .3 0
- 1.0 0
- 1 0 1 1 1 0 2 0
- 29 55 53 27 42 54 40 28 0
- 6 0 1 1 1 1 0
- 39 65 63 37 52 64 50 38 0
- 7 6 0 8 8 3 2 2 2 0 1 1 1 0
- 1 0
- 3.0E7 .3 0
- 1.0 0
- 1 0 1 1 1 0 2 0
- 55 81 79 53 68 80 66 54 0
- 6 0 1 1 1 1 0
- 65 91 89 63 78 90 76 64 0
- 7 6 0 8 8 3 2 2 2 0 1 1 1 0
- 1 0
- 3.0E7 .3 0
- 1.0 0
- 1 0 1 1 1 0 2 0
- 81 107 105 79 94 106 92 80 0
- 6 0 1 1 1 1 0
- 91 117 115 89 104 116 102 90 0
- 7 6 0 8 8 3 2 2 2 0 1 1 1 0
- 1 0
- 3.0E7 .3 0
- 1.0 0
- 1 0 1 1 1 0 2 0
- 107 133 131 105 120 132 118 106 0
- 6 0 1 1 1 1 0
- 117 143 141 115 130 142 128 116 0
- 7 6 0 8 8 3 2 2 2 0 1 1 1 0
- 1 0
- 3.0E7 .3 0
- 1.0 0
- 1 0 1 1 1 0 2 0
- 133 159 157 131 146 158 144 132 0
- 6 0 1 1 1 1 0
- 143 169 167 141 156 168 154 142 0
- 169 1 1 -1.0 0
- STATIC ANALYSIS OF AN ASSEMBLAGE OF CONCENTRIC FLUID-FILLED CYLINDERS 0
- 242100111 2 0 1 1 1. 0. 1 0
- 0
- 2 0
- 0
- 0
- 0
- 0
- 1 1 1 1 1 1 0
- 0
- 0
- 0
- 1 2 0
- 1 2 0
- 0. -1. 1. -1. 0
- 1 1 1 0. 0. 0. 0
- 2 1 0. 0. .012625 1 0
- 21 1 0. 0. .252500 0
- 23 1 0. .03213 0. 0
- 24 0. .03213 .012625 1 0
- 43 0. .03213 .252500 0
- 45 1 0. .03373 0. 0
- 46 0. .03373 .012625 1 0
- 65 0. .03373 .252500 0
- 67 1 0. .04610 0. 0
- 68 0. .04610 .012625 1 0
- 87 0. .04610 .252500 0
- 89 1 0. .04775 0. 0
- 90 0. .04775 .012625 1 0
- 109 0. .04775 .252500 0
- 111 1 0. .06050 0. 0
- 112 0. .06050 .012625 1 0
- 131 0. .06050 .252500 0
- 133 1 0. .06203 0. 0
- 134 0. .06203 .012625 1 0
- 153 0. .06203 .252500 0
- 155 1 0. .06655 0. 0
- 156 0. .06655 .012625 1 0
- 175 0. .06655 .252500 0
- 177 1 0. .06820 0. 0
- 178 0. .06820 .012625 1 0
- 197 0. .06820 .252500 0
- 199 1 0. .07925 0. 0
- 200 0. .07925 .012625 1 0
- 219 0. .07925 .252500 0
- 221 1 0. .08090 0. 0
- 222 0. .08090 .012625 1 0
- 241 0. .08090 .252500 0
- 22 1 0. 0. .3 0
- 44 1 0. .03213 .3 0
- 66 1 0. .03373 .3 0
- 88 1 0. .04610 .3 0
- 110 1 0. .04775 .3 0
- 132 1 0. .06050 .3 0
- 154 1 0. .06203 .3 0
- 176 1 0. .06655 .3 0
- 198 1 0. .06820 .3 0
- 220 1 0. .07925 .3 0
- 242 1 0. .08090 .3 0
- 0
- 2 60 0 0 0 6 2 0 1 2 0 0
- 1 1. 0
- 6.895E10 .33 0
- 2 1. 0
- 1.E13 .33 0
- 1 6 1 1 2 0
- 47 25 23 45 0 24 0 46 0
- 3 6 0 1 2 0
- 51 29 27 49 0 28 0 50 0
- 5 6 1 1 2 0
- 55 33 31 53 0 32 0 54 0
- 7 6 0 1 2 0
- 59 37 35 57 0 36 0 58 0
- 9 6 1 1 0
- 63 41 39 61 0 40 0 62 0
- 10 6 1 1 0
- 65 43 41 63 0 42 0 64 0
- 11 4 0 2 0
- 66 44 43 65 0
- 12 6 1 1 2 0
- 91 69 67 89 0 68 0 90 0
- 14 6 0 1 2 0
- 95 73 71 93 0 72 0 94 0
- 16 6 1 1 2 0
- 99 77 75 97 0 76 0 98 0
- 18 6 0 1 2 0
- 103 81 79 101 0 80 0 102 0
- 20 6 1 1 0
- 107 85 83 105 0 84 0 106 0
- 21 6 1 1 0
- 109 87 85 107 0 86 0 108 0
- 22 4 0 2 0
- 110 88 87 109 0
- 23 6 1 1 2 0
- 135 113 111 133 0 112 0 134 0
- 25 6 0 1 2 0
- 139 117 115 137 0 116 0 138 0
- 27 6 1 1 2 0
- 143 121 119 141 0 120 0 142 0
- 29 6 0 1 2 0
- 147 125 123 145 0 124 0 146 0
- 31 6 1 1 0
- 151 129 127 149 0 128 0 150 0
- 32 6 1 1 0
- 153 131 129 151 0 130 0 152 0
- 33 4 0 2 0
- 154 132 131 153 0
- 34 6 1 1 2 0
- 179 157 155 177 0 156 0 178 0
- 36 6 0 1 2 0
- 183 161 159 181 0 160 0 182 0
- 38 6 1 1 2 0
- 187 165 163 185 0 164 0 186 0
- 40 6 0 1 2 0
- 191 169 167 189 0 168 0 190 0
- 42 6 1 1 0
- 195 173 171 193 0 172 0 194 0
- 43 6 1 1 0
- 197 175 173 195 0 174 0 196 0
- 44 4 0 2 0
- 198 176 175 197 0
- 45 6 1 1 2 0
- 223 201 199 221 0 200 0 222 0
- 47 6 0 1 2 0
- 227 205 203 225 0 204 0 226 0
- 49 6 1 1 2 0
- 231 209 207 229 0 208 0 230 0
- 51 6 0 1 2 0
- 235 213 211 233 0 212 0 234 0
- 53 6 1 1 0
- 239 217 215 237 0 216 0 238 0
- 54 6 1 1 0
- 241 219 217 239 0 218 0 240 0
- 55 4 0 2 0
- 44 22 21 43 0
- 56 4 0 2 0
- 88 66 65 87 0
- 57 4 0 2 0
- 132 110 109 131 0
- 58 4 0 2 0
- 176 154 153 175 0
- 59 4 0 2 0
- 220 198 197 219 0
- 60 4 0 2 0
- 242 220 219 241 0
- 11 50 0 0 0 6 2 0 1 1 0
- 1 1. 0
- 1.64E9 0
- 1 6 1 1 2 0
- 25 3 1 23 0 2 0 24 0
- 10 6 1 1 0
- 43 21 19 41 0 20 0 42 0
- 11 6 1 1 2 0
- 69 47 45 67 0 46 0 68 0
- 20 6 1 1 0
- 87 65 63 85 0 64 0 86 0
- 21 6 1 1 2 0
- 113 91 89 111 0 90 0 112 0
- 30 6 1 1 0
- 131 109 107 129 0 108 0 130 0
- 31 6 1 1 2 0
- 157 135 133 155 0 134 0 156 0
- 40 6 1 1 0
- 175 153 151 173 0 152 0 174 0
- 41 6 1 1 2 0
- 201 179 177 199 0 178 0 200 0
- 50 6 1 1 0
- 219 197 195 217 0 196 0 218 0
- 21 3 11623.38042 0
- 22 3 11623.38042 0
- ANALYSIS OF A BEAM SUBJECTED TO A TRAVELLING LOAD 0
- 22 111 1 1 6 0.02 1 0
- 0
- 2 0
- 1 0
- 1 1 1 1 0
- 1 1 0
- 0
- 1 1 3 1 1 0
- 0
- 2 50 2 0
- 1 3 1 10 12 1 19 21 1 0
- 1 4 0
- 1 4 0
- 0.04 -1. 0.08 0. 100. 0. 0
- 1 1 1 0
- 2 24. 1 0
- 21 1 480. 0
- 22 1 1 1 10. 0
- 0
- 4 20 1 1 0
- 1 0.24E12 0.1 0
- 0.16666667 .08333333 .08333333 1. 0
- 1 1 2 22 1 1 0
- 2 2 3 22 1 0
- 3 3 4 22 1 0
- 4 4 5 22 1 0
- 5 5 6 22 1 0
- 6 6 7 22 1 0
- 7 7 8 22 1 0
- 8 8 9 22 1 0
- 9 9 10 22 1 0
- 10 10 11 22 1 1 0
- 11 11 12 22 1 1 0
- 12 12 13 22 1 0
- 13 13 14 22 1 0
- 14 14 15 22 1 0
- 15 15 16 22 1 0
- 16 16 17 22 1 0
- 17 17 18 22 1 0
- 18 18 19 22 1 0
- 19 19 20 22 1 0
- 20 20 21 22 1 1 0
- 2 2 1 0.86806E4 1 0
- 20 2 1 0.86806E4 0.72 0
- 0 0
- FREE VIBRATION ANALYSIS OF A TRIANGULAR CANTILEVER 0
- 28110001 1 1 0 1. 1 0
- 0
- 0
- 2 0
- 1 1 6 6 0
- 0
- 0
- 0
- 0
- 0
- 1 .25400 1 0
- 7 1 1 1 0
- 8 .211667 .042333 1 0
- 13 1 1 1 .042333 0
- 14 .169333 .084667 1 0
- 18 1 1 1 .084667 0
- 19 .127000 .127000 1 0
- 22 1 1 1 .127000 0
- 23 .084667 .169333 1 0
- 25 1 1 1 .169333 0
- 26 .042333 .211667 0
- 27 1 1 1 .211667 0
- 28 1 1 1 .254000 0
- 0
- 6 36 1 0
- 1 7840. 0
- 2.0685E11 0.3 0
- 1 0.00155 0
- 2 1 8 0
- 6 0
- 7 6 13 0
- 7 0
- 8 9 2 0
- 11 0
- 12 13 6 0
- 12 0
- 9 8 14 0
- 16 0
- 13 12 18 0
- 17 0
- 14 15 9 0
- 20 0
- 17 18 12 0
- 21 0
- 15 14 19 0
- 24 0
- 18 17 22 0
- 25 0
- 19 20 15 0
- 27 0
- 21 22 17 0
- 28 0
- 20 19 23 0
- 30 0
- 22 21 25 0
- 31 0
- 23 24 20 0
- 32 0
- 24 25 21 0
- 33 0
- 24 23 26 0
- 34 0
- 25 24 27 0
- 35 0
- 26 27 24 0
- 36 0
- 27 26 28 0
- 0 0
- LARGE DEFLECTION ANALYSIS OF A SHALLOW ARCH 0
- 14100011 1 1 2 1. 1 0
- 0
- 1 0
- 0
- 0
- 0
- 1 1 2 0
- 0
- 0
- 0
- 0
- 1 2 0
- 1 2 0
- 20. 20. 0
- X 1 1 1 1 0. 200. 0. 0
- X 2 0 1 1 0. 133.114 0. 0
- X 3 0 0 0 0. 133.114 0.61164167 1 0
- X 14 1 1 1 0. 133.114 7.33970000 0
- 0
- 5 4 2 4 3 3 1 -1 1 0
- 1 1. 0.1875 1. 0
- 1.E7 0.2 0
- 1 4 1 1 3 0
- 1 2 5 3 4 0
- 4 4 -1 1 0
- 1 11 14 12 13 0
- 2 2 1 -1.000 0
- ANALYSIS OF A CLAMPED HYPERBOLIC PARABOLOID 0
- 28 1 1 1 1. 1 0
- 0
- 36 0
- 0
- 0
- 0
- 0
- 0
- 0
- 1 2 0
- 1 2 0
- 3. 0.3 0
- 1 1 1 1 1 1 0
- 2 1 1 1 11.7851 -.2778 0
- 3 1 1 1 23.5702 -1.1111 0
- 4 1 1 1 35.3553 -2.5 0
- 5 1 1 1 47.1405 -4.4444 0
- 6 1 1 1 58.9256 -6.9444 0
- 7 1 1 1 1 1 1 70.7107 -10. 0
- 8 1 1 1 11.7851 0.2778 0
- 9 11.7851 11.7851 0
- 10 23.5702 11.7851 -0.8333 0
- 11 35.3553 11.7851 -2.2222 0
- 12 47.1405 11.7851 -4.1667 0
- 13 1 1 1 1 1 1 58.9256 11.7851 -6.6667 0
- 14 1 1 1 23.5702 1.1111 0
- 15 11.7851 23.5702 0.8333 0
- 16 23.5702 23.5702 0
- 17 35.3553 23.5702 -1.3889 0
- 18 1 1 1 1 1 1 47.1405 23.5702 -3.3333 0
- 19 1 1 1 35.3553 2.5 0
- 20 11.7851 35.3553 2.2222 0
- 21 23.5702 35.3553 1.3889 0
- 22 1 1 1 1 1 1 35.3553 35.3553 0
- 23 1 1 1 47.1405 4.4444 0
- 24 11.7851 47.1405 4.1667 0
- 25 1 1 1 1 1 1 23.5702 47.1405 3.3333 0
- 26 1 1 1 58.9256 6.9444 0
- 27 1 1 1 1 1 1 11.7851 58.9256 6.6667 0
- 28 1 1 1 1 1 1 70.7107 10. 0
- 0
- 6 36 1 1 0
- 1 0
- 2.85E4 0.4 0
- 1 2 3 4 5 6 7 0
- 1 1 0.800 1 0
- 1 2 9 0
- 2 1 0
- 2 3 10 0
- 5 1 0
- 5 6 13 0
- 6 1 0
- 7 13 6 0
- 7 1 1 0
- 8 1 9 0
- 8 0
- 9 2 10 0
- 11 0
- 12 5 13 0
- 12 0
- 8 9 15 0
- 13 1 1 0
- 9 10 16 0
- 14 0
- 10 11 17 0
- 15 0
- 11 12 18 0
- 16 0
- 13 18 12 0
- 17 0
- 14 8 15 0
- 18 1 1 0
- 15 9 16 0
- 19 0
- 16 10 17 0
- 20 0
- 17 11 18 0
- 21 0
- 14 15 20 0
- 23 1 1 0
- 16 17 22 0
- 24 0
- 18 22 17 0
- 25 0
- 19 14 20 0
- 27 1 1 0
- 21 16 22 0
- 28 0
- 19 20 24 0
- 29 0
- 20 21 25 0
- 30 0
- 22 25 21 0
- 31 0
- 23 19 24 0
- 32 0
- 24 20 25 0
- 33 0
- 23 24 27 0
- 34 0
- 25 27 24 0
- 35 0
- 26 23 27 0
- 36 0
- 27 28 26 0
- 1 0 1. 1. 1. 1 0
- 1 2 9 0
- 1 0 1. 1. 1. 0
- 5 6 13 0
- 1 0 1. 1. 1. 0
- 7 13 6 0
- 1 0 1. 1. 1. 1 0
- 8 1 9 0
- 1 0 1. 1. 1. 0
- 12 5 13 0
- 1 0 1. 1. 1. 1 0
- 8 9 15 0
- 1 0 1. 1. 1. 0
- 11 12 18 0
- 1 0 1. 1. 1. 0
- 13 18 12 0
- 1 0 1. 1. 1. 1 0
- 14 8 15 0
- 1 0 1. 1. 1. 0
- 17 11 18 0
- 1 0 1. 1. 1. 1 0
- 14 15 20 0
- 1 0 1. 1. 1. 0
- 16 17 22 0
- 1 0 1. 1. 1. 0
- 18 22 17 0
- 1 0 1. 1. 1. 1 0
- 19 14 20 0
- 1 0 1. 1. 1. 0
- 21 16 22 0
- 1 0 1. 1. 1. 0
- 19 20 24 0
- 1 0 1. 1. 1. 0
- 20 21 25 0
- 1 0 1. 1. 1. 0
- 22 25 21 0
- 1 0 1. 1. 1. 0
- 23 19 24 0
- 1 0 1. 1. 1. 0
- 24 20 25 0
- 1 0 1. 1. 1. 0
- 23 24 27 0
- 1 0 1. 1. 1. 0
- 25 27 24 0
- 1 0 1. 1. 1. 0
- 26 23 27 0
- 1 0 1. 1. 1. 0
- 27 28 26 0
- DYNAMIC ANALYSIS OF AN EIGHT STORY BUILDING USING SUBSTRUCTURES (NL) 0
- 10001110 2 1 1 3 0.015 1 1 0
- 0
- 2 0
- 1 0
- 0
- 0
- 1 1 2 0
- 0
- 0
- 0
- 0
- 1 4 0
- 1 4 0
- 0. 0. 0.1 300000. 0.2 0. 1.0 0.0
- 1 1 1 1 0. -10. 0
- 2 1 1 1 15. -10. 0
- 3 1 1 1 -10. 0. 0
- 4 0
- 5 15. 0. 0
- 6 1 1 1 25. 0. 0
- 7 0. 48. 0
- 8 15. 48. 0
- 9 0. 96. 0
- 10 15. 96. 0
- 0
- 1 2 0
- 1 10. 0
- 1.E10 0
- 1 2 1 1 0
- 1 4 0
- 2 2 1 1 0
- 2 5 0
- 1 2 1 4 0
- 1 10. 0
- 1.E10 0.60E4 0
- 1 2 1 1 0
- 3 4 0
- 2 2 1 1 0
- 5 6 0
- 4 2 0 3 3 1 1 0
- 1 10.9E8 0.2 5.15 0
- 0.1 1.3333333 1.3333333 1.00 0
- 1 7 8 1 1 0
- 2 9 10 1 1 0
- 1 2 1 10 6 4 0
- 0
- 1 0.0 12.0 2 0
- 5 0.0 36.0 0
- 2 15.0 12.0 2 0
- 6 15.0 36.0 0
- 7 0.0 0.0 0
- 8 15.0 0.0 0
- 9 0.0 48.0 0
- 10 15.0 48.0 0
- 0
- 0
- 4 11 0 3 3 1 1 0
- 1 10.9E8 0.2 5.15 0
- 0.1 1.3333333 1.3333333 1.00 0
- 1 7 1 8 1 0
- 2 1 3 8 1 0
- 3 3 5 8 1 0
- 4 5 9 8 1 0
- 5 8 2 7 1 0
- 6 2 4 7 1 0
- 7 4 6 7 1 0
- 8 6 10 7 1 0
- 9 1 2 8 1 0
- 10 3 4 8 1 0
- 11 5 6 8 1 0
- 1 0
- 4 5 7 8 0
- 0
- 2 0
- 7 8 9 10 0
- 0
- 9 1 1 0.342020 0
- 9 2 1-0.939693 0
- STOP 0