Hi guys. I got the above error when run the analysis. Please someone help me to figure what's the issue causing the problem. Thank you guys in advance!
1. STAAD SPACEINPUT FILE: Circle Elevated Mushroom.STD 2. START JOB INFORMATION 3. ENGINEER DATE 17-JUN-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 2 13 0 0; 3 13 10.5 0; 4 0 12 0; 8 17 10.5 0; 9 17 16 0; 10 0 16.5 0 9. 11 18 19.5 0; 12 14.4645 0 3.53553; 13 14.4645 10.5 3.53553 10. 14 5.27208 12 12.7279; 15 17.2929 10.5 0.707107; 16 17.2929 16 0.707107 11. 17 5.27208 16.5 12.7279; 18 18 0 5; 19 18 10.5 5; 20 18 12 18; 21 18 10.5 1 12. 22 18 16 1; 23 18 16.5 18; 24 21.5355 0 3.53553; 25 21.5355 10.5 3.53553 13. 26 30.7279 12 12.7279; 27 18.7071 10.5 0.707107; 28 18.7071 16 0.707107 14. 29 30.7279 16.5 12.7279; 30 23 0 6.12303E-016; 31 23 10.5 6.12303E-016 15. 32 36 12 2.20429E-015; 33 19 10.5 1.22461E-016; 34 19 16 1.22461E-016 16. 35 36 16.5 2.20429E-015; 36 21.5355 0 -3.53553; 37 21.5355 10.5 -3.53553 17. 38 30.7279 12 -12.7279; 39 18.7071 10.5 -0.707107; 40 18.7071 16 -0.707107 18. 41 30.7279 16.5 -12.7279; 42 18 0 -5; 43 18 10.5 -5; 44 18 12 -18 19. 45 18 10.5 -1; 46 18 16 -1; 47 18 16.5 -18; 48 14.4645 0 -3.53553 20. 49 14.4645 10.5 -3.53553; 50 5.27208 12 -12.7279; 51 17.2929 10.5 -0.707 21. 52 17.2929 16 -0.707107; 53 5.27208 16.5 -12.7279 22. MEMBER INCIDENCES 23. 1 2 3; 2 3 4; 6 3 8; 7 4 10; 11 3 13; 13 8 15; 15 10 17; 16 12 13; 17 13 14 24. 18 13 15; 19 14 17; 23 13 19; 25 15 21; 27 17 23; 28 18 19; 29 19 20; 30 19 21 25. 31 20 23; 35 19 25; 37 21 27; 39 23 29; 40 24 25; 41 25 26; 42 25 27; 43 26 29 26. 47 25 31; 49 27 33; 51 29 35; 52 30 31; 53 31 32; 54 31 33; 55 32 35; 59 31 37 27. 61 33 39; 63 35 41; 64 36 37; 65 37 38; 66 37 39; 67 38 41; 71 37 43; 73 39 45 28. 75 41 47; 76 42 43; 77 43 44; 78 43 45; 79 44 47; 83 43 49; 85 45 51; 87 47 53 29. 88 48 49; 89 49 50; 90 49 51; 91 50 53; 95 49 3; 97 51 8; 99 53 10 30. ELEMENT INCIDENCES SHELL 31. 101 12 2 3 13; 102 13 14 4 3; 103 3 8 15 13; 104 8 9 16 15; 105 10 11 17 32. 106 10 17 14 4; 107 18 12 13 19; 108 19 20 14 13; 109 13 15 21 19 33. 110 15 16 22 21; 111 17 11 23; 112 17 23 20 14; 113 24 18 19 25 34. 114 25 26 20 19; 115 19 21 27 25; 116 21 22 28 27; 117 23 11 29 35. 118 23 29 26 20; 119 30 24 25 31; 120 31 32 26 25; 121 25 27 33 31 36. 122 27 28 34 33; 123 29 11 35; 124 29 35 32 26; 125 36 30 31 37 37. 126 37 38 32 31; 127 31 33 39 37; 128 33 34 40 39; 129 35 11 41 38. 130 35 41 38 32; 131 42 36 37 43; 132 43 44 38 37; 133 37 39 45 43 STAAD SPACE -- PAGE NO. 2
39. 134 39 40 46 45; 135 41 11 47; 136 41 47 44 38; 137 48 42 43 49 40. 138 49 50 44 43; 139 43 45 51 49; 140 45 46 52 51; 141 47 11 53 41. 142 47 53 50 44; 143 2 48 49 3; 144 3 4 50 49; 145 49 51 8 3; 146 51 52 9 8 42. 147 53 11 10; 148 53 10 4 50 43. ELEMENT PROPERTY 44. 101 105 107 111 113 117 119 123 125 129 131 135 137 141 143 147 THICKNESS 0.2 45. 102 TO 104 106 108 TO 110 112 114 TO 116 118 120 TO 122 124 126 TO 128 130 - 46. 132 TO 134 136 138 TO 140 142 144 TO 146 148 THICKNESS 0.25 47. DEFINE MATERIAL START 48. ISOTROPIC CONCRETE 49. E 2.17185E+007 50. POISSON 0.17 51. DENSITY 23.5616 52. ALPHA 1E-005 53. DAMP 0.05 54. TYPE CONCRETE 55. STRENGTH FCU 27579 56. END DEFINE MATERIAL 57. MEMBER PROPERTY AMERICAN 58. 15 27 39 51 63 75 87 99 PRIS YD 0.45 ZD 0.65 59. 7 19 31 43 55 67 79 91 PRIS YD 0.45 ZD 0.45 60. 2 6 11 13 17 18 23 25 29 30 35 37 41 42 47 49 53 54 59 61 65 66 71 73 77 78 - 61. 83 85 89 90 95 97 PRIS YD 0.7 ZD 0.45 62. 1 16 28 40 52 64 76 88 PRIS YD 0.7 ZD 0.5 63. CONSTANTS 64. MATERIAL CONCRETE ALL 65. SUPPORTS 66. 2 12 18 24 30 36 42 48 FIXED 67. ELEMENT LOAD 68. 104 TRAP JT 45 3.75 3.75 45 *** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA. DATA-CHECK MODE IS ENTERED. 69. 106 TRAP JT 0 0 33.75 33.75
Circle Elevated Mushroom.std this is my file if you mind to check. Thank you again
Some ELEMENT LOAD data is in the incorrect location in the input file (it should not be before the load cases). Move this data to the Load Case 1 or Load Case 2. Also, you need to add the PERFORM ANALYSIS command after the Load Combinations and before the design commands.