Greetings everyone,
Iam new to STAAD, I got this error that "thickness wasn't provided for some elements(125,126.....)" but I have my maximum beam elements as 120 only, Can someone please help me with my mistake
1. STAAD SPACEINPUT FILE: Structure2_plus_concretedilemma.STD 2. START JOB INFORMATION 3. ENGINEER DATE 04-NOV-20 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 4.20001 0 0; 3 8.10002 0 0; 4 11.1 0 0; 5 0 3.00001 0 9. 6 4.20001 3.00001 0; 7 8.10002 3.00001 0; 8 11.1 3.00001 0; 9 0 6.00001 0 10. 10 4.20001 6.00001 0; 11 8.10002 6.00001 0; 12 11.1 6.00001 0; 13 0 9.00002 0 11. 14 4.20001 9.00002 0; 15 8.10002 9.00002 0; 16 11.1 9.00002 0; 17 0 0 3.60001 12. 18 4.20001 0 3.60001; 19 8.10002 0 3.60001; 20 11.1 0 3.60001 13. 21 0 3.00001 3.60001; 22 4.20001 3.00001 3.60001; 23 8.10002 3.00001 3.60001 14. 24 11.1 3.00001 3.60001; 25 0 6.00001 3.60001; 26 4.20001 6.00001 3.60001 15. 27 8.10002 6.00001 3.60001; 28 11.1 6.00001 3.60001; 29 0 9.00002 3.60001 16. 30 4.20001 9.00002 3.60001; 31 8.10002 9.00002 3.60001 17. 32 11.1 9.00002 3.60001; 33 0 0 7.80002; 34 4.20001 0 7.80002 18. 35 8.10002 0 7.80002; 36 11.1 0 7.80002; 37 0 3.00001 7.80002 19. 38 4.20001 3.00001 7.80002; 39 8.10002 3.00001 7.80002 20. 40 11.1 3.00001 7.80002; 41 0 6.00001 7.80002; 42 4.20001 6.00001 7.80002 21. 43 8.10002 6.00001 7.80002; 44 11.1 6.00001 7.80002; 45 0 9.00002 7.80002 22. 46 4.20001 9.00002 7.80002; 47 8.10002 9.00002 7.80002 23. 48 11.1 9.00002 7.80002; 49 0 0 10.9728; 50 4.20001 0 10.9728 24. 51 8.10002 0 10.9728; 52 11.1 0 10.9728; 53 0 3.00001 10.9728 25. 54 4.20001 3.00001 10.9728; 55 8.10002 3.00001 10.9728 26. 56 11.1 3.00001 10.9728; 57 0 6.00001 10.9728; 58 4.20001 6.00001 10.9728 27. 59 8.10002 6.00001 10.9728; 60 11.1 6.00001 10.9728; 61 0 9.00002 10.9728 28. 62 4.20001 9.00002 10.9728; 63 8.10002 9.00002 10.9728 29. 64 11.1 9.00002 10.9728; 65 0 0 0 30. MEMBER INCIDENCES 31. 1 5 6; 2 6 7; 3 7 8; 4 9 10; 5 10 11; 6 11 12; 7 13 14; 8 14 15; 9 15 16 32. 10 1 5; 11 2 6; 12 3 7; 13 4 8; 14 5 9; 15 6 10; 16 7 11; 17 8 12; 18 9 13 33. 19 10 14; 20 11 15; 21 12 16; 22 21 22; 23 22 23; 24 23 24; 25 25 26; 26 26 27 34. 27 27 28; 28 29 30; 29 30 31; 30 31 32; 31 17 21; 32 18 22; 33 19 23; 34 20 24 35. 35 21 25; 36 22 26; 37 23 27; 38 24 28; 39 25 29; 40 26 30; 41 27 31; 42 28 32 36. 43 37 38; 44 38 39; 45 39 40; 46 41 42; 47 42 43; 48 43 44; 49 45 46; 50 46 47 37. 51 47 48; 52 33 37; 53 34 38; 54 35 39; 55 36 40; 56 37 41; 57 38 42; 58 39 43 38. 59 40 44; 60 41 45; 61 42 46; 62 43 47; 63 44 48; 64 53 54; 65 54 55; 66 55 56 STAAD SPACE -- PAGE NO. 2
39. 67 57 58; 68 58 59; 69 59 60; 70 61 62; 71 62 63; 72 63 64; 73 49 53; 74 50 54 40. 75 51 55; 76 52 56; 77 53 57; 78 54 58; 79 55 59; 80 56 60; 81 57 61; 82 58 62 41. 83 59 63; 84 60 64; 85 5 21; 86 6 22; 87 7 23; 88 8 24; 89 9 25; 90 10 26 42. 91 11 27; 92 12 28; 93 13 29; 94 14 30; 95 15 31; 96 16 32; 97 21 37; 98 22 38 43. 99 23 39; 100 24 40; 101 25 41; 102 26 42; 103 27 43; 104 28 44; 105 29 45 44. 106 30 46; 107 31 47; 108 32 48; 109 37 53; 110 38 54; 111 39 55; 112 40 56 45. 113 41 57; 114 42 58; 115 43 59; 116 44 60; 117 45 61; 118 46 62; 119 47 63 46. 120 48 64 47. ELEMENT INCIDENCES SHELL 48. 121 16 13 1 4; 122 5 8 56 53; 123 5 53 56 8; 124 5 53 56 8; 125 8 56 53 5 49. 126 5 8 56 53; 127 5 8 56 53; 128 9 57 60 12; 129 13 61 64 16 50. ELEMENT PROPERTY 51. 123 128 129 THICKNESS 0.135 52. DEFINE MATERIAL START 53. ISOTROPIC CONCRETE 54. E 2.17184E+007 55. POISSON 0.17 56. DENSITY 23.6158 57. ALPHA 5E-006 58. DAMP 0.05 59. TYPE CONCRETE 60. G 9.28137E+006 61. TYPE CONCRETE 62. TYPE CONCRETE 63. STRENGTH FCU 27578.9 64. STRENGTH FCU 27578.9 65. STRENGTH FCU 27578.9 66. END DEFINE MATERIAL 67. MEMBER PROPERTY 68. 1 TO 9 22 TO 30 43 TO 51 64 TO 72 85 TO 120 PRIS YD 0.28 ZD 0.25 69. 10 TO 21 31 TO 42 52 TO 63 73 TO 84 PRIS YD 0.45 ZD 0.55 70. CONSTANTS 71. MATERIAL CONCRETE ALL 72. SUPPORTS 73. 1 TO 4 17 TO 20 33 TO 36 49 TO 52 FIXED 74. LOAD 1 LOADTYPE DEAD TITLE LOAD CASE DL **WARNING- ELEMENTS 126 & 127 ARE BETWEEN THE SAME JOINTS. **WARNING- ELEMENTS 126 & 125 ARE BETWEEN THE SAME JOINTS. **WARNING- ELEMENTS 126 & 122 ARE BETWEEN THE SAME JOINTS. **WARNING- ELEMENTS 127 & 125 ARE BETWEEN THE SAME JOINTS. **WARNING- ELEMENTS 127 & 122 ARE BETWEEN THE SAME JOINTS. **WARNING- ELEMENTS 125 & 124 ARE BETWEEN THE SAME JOINTS. **WARNING- ELEMENTS 125 & 123 ARE BETWEEN THE SAME JOINTS. **WARNING- ELEMENTS 125 & 122 ARE BETWEEN THE SAME JOINTS. **WARNING- ELEMENTS 124 & 123 ARE BETWEEN THE SAME JOINTS. **WARNING- JOINT NO. 65 NOT CONNECTED. OK, IF PART OF MASTER/SLAVE. **WARNING- THIS STRUCTURE IS DISJOINTED. IGNORE IF MASTER/SLAVE OR IF UNCONNECTED JOINTS. 75. SELFWEIGHT Y -1 LIST ALL 76. LOAD 2 LOADTYPE LIVE TITLE LOAD CASE LL 77. FLOOR LOAD 78. YRANGE 3 9 FLOAD -2 GY STAAD SPACE -- PAGE NO. 3
**NOTE** about Floor/OneWay Loads/Weights. Please note that depending on the shape of the floor you may have to break up the FLOOR/ONEWAY LOAD into multiple commands. For details please refer to Technical Reference Manual Section 5.32.4 Note 6.
79. PERFORM ANALYSIS ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 121 ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 122 ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 124 ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 125 ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 126 ***ERROR*** THICKNESS NOT PROVIDED FOR ELEMENT 127 ANALYSIS WILL NOT BE PERFORMED. DATA-CHECK MODE ENTERED.
Thank you!
In my , error thicknees not provide for element 2532
But we have no duplicate node, plate,member,or structure
But give me error
How is it solve.
Give me answer please
Can you please upload the file here?