how to solve when its show me error
" staad 2d error
**************************************************** * * * STAAD.Pro V8i SELECTseries6 * * Version 20.07.11.90 * * Proprietary Program of * * Bentley Systems, Inc. * * Date= MAR 23, 2021 * * Time= 17:24:38 * * * * USER ID: * ****************************************************
1. STAAD SPACEINPUT FILE: C:\SProV8i SS6\STAAD\Plugins\Structure1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 23-MAR-21 4. END JOB INFORMATION 5. SET PRINT 5 6. INPUT WIDTH 79 7. UNIT METER KN 8. JOINT COORDINATES 9. 1 0 0 0; 2 3.00001 0 0; 3 6.00001 0 0; 4 9.00002 0 0; 5 12 0 0; 6 0 0 7.00001 10. 7 3.00001 0 7.00001; 8 6.00001 0 7.00001; 9 9.00002 0 7.00001; 10 12 0 7.00001 11. 11 0 3.00001 0; 12 3.00001 3.00001 0; 13 6.00001 3.00001 0 12. 14 9.00002 3.00001 0; 15 12 3.00001 0; 16 0 3.00001 7.00001 13. 17 3.00001 3.00001 7.00001; 18 6.00001 3.00001 7.00001 14. 19 9.00002 3.00001 7.00001; 20 12 3.00001 7.00001; 21 0 6.00001 0 15. 22 3.00001 6.00001 0; 23 6.00001 6.00001 0; 24 9.00002 6.00001 0 16. 25 12 6.00001 0; 26 0 6.00001 7.00001; 27 3.00001 6.00001 7.00001 17. 28 6.00001 6.00001 7.00001; 29 9.00002 6.00001 7.00001; 30 12 6.00001 7.00001 18. 31 0 9.00002 0; 32 3.00001 9.00002 0; 33 6.00001 9.00002 0 19. 34 9.00002 9.00002 0; 35 12 9.00002 0; 36 0 9.00002 7.00001 20. 37 3.00001 9.00002 7.00001; 38 6.00001 9.00002 7.00001 21. 39 9.00002 9.00002 7.00001; 40 12 9.00002 7.00001; 41 0 12 0; 42 3.00001 12 0 22. 43 6.00001 12 0; 44 9.00002 12 0; 45 12 12 0; 46 0 12 7.00001 23. 47 3.00001 12 7.00001; 48 6.00001 12 7.00001; 49 9.00002 12 7.00001 24. 50 12 12 7.00001; 51 0 15 0; 52 3.00001 15 0; 53 6.00001 15 0; 54 9.00002 15 0 25. 55 12 15 0; 56 0 15 7.00001; 57 3.00001 15 7.00001; 58 6.00001 15 7.00001 26. 59 9.00002 15 7.00001; 60 12 15 7.00001 27. MEMBER INCIDENCES 28. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 6 7; 6 7 8; 7 8 9; 8 9 10; 9 1 6; 10 2 7; 11 3 8 29. 12 4 9; 13 5 10; 14 1 11; 15 2 12; 16 3 13; 17 4 14; 18 5 15; 19 6 16; 20 7 17 30. 21 8 18; 22 9 19; 23 10 20; 24 11 12; 25 12 13; 26 13 14; 27 14 15; 28 16 17 31. 29 17 18; 30 18 19; 31 19 20; 32 11 16; 33 12 17; 34 13 18; 35 14 19; 36 15 20 32. 37 11 21; 38 12 22; 39 13 23; 40 14 24; 41 15 25; 42 16 26; 43 17 27; 44 18 28 33. 45 19 29; 46 20 30; 47 21 22; 48 22 23; 49 23 24; 50 24 25; 51 26 27; 52 27 28 34. 53 28 29; 54 29 30; 55 21 26; 56 22 27; 57 23 28; 58 24 29; 59 25 30; 60 21 31 35. 61 22 32; 62 23 33; 63 24 34; 64 25 35; 65 26 36; 66 27 37; 67 28 38; 68 29 39 36. 69 30 40; 70 31 32; 71 32 33; 72 33 34; 73 34 35; 74 36 37; 75 37 38; 76 38 39 37. 77 39 40; 78 31 36; 79 32 37; 80 33 38; 81 34 39; 82 35 40; 83 31 41; 84 32 42 38. 85 33 43; 86 34 44; 87 35 45; 88 36 46; 89 37 47; 90 38 48; 91 39 49; 92 40 50 STAAD SPACE -- PAGE NO. 2
39. 93 41 42; 94 42 43; 95 43 44; 96 44 45; 97 46 47; 98 47 48; 99 48 49 40. 100 49 50; 101 41 46; 102 42 47; 103 43 48; 104 44 49; 105 45 50; 106 41 51 41. 107 42 52; 108 43 53; 109 44 54; 110 45 55; 111 46 56; 112 47 57; 113 48 58 42. 114 49 59; 115 50 60; 116 51 52; 117 52 53; 118 53 54; 119 54 55; 120 56 57 43. 121 57 58; 122 58 59; 123 59 60; 124 51 56; 125 52 57; 126 53 58; 127 54 59 44. 128 55 60 45. DEFINE MATERIAL START 46. ISOTROPIC CONCRETE 47. E 2.17184E+007 48. POISSON 0.17 49. DENSITY 23.6158 50. ALPHA 5E-006 51. DAMP 0.05 52. TYPE CONCRETE 53. STRENGTH FCU 27578.9 54. END DEFINE MATERIAL 55. MEMBER PROPERTY INDIAN 56. 14 TO 23 37 TO 46 60 TO 69 83 TO 92 106 TO 115 PRIS YD 0.3 ZD 0.4 57. 1 TO 13 24 TO 36 47 TO 59 70 TO 82 93 TO 105 116 TO 128 PRIS YD 0.3 ZD 0.45 58. CONSTANTS 59. MATERIAL CONCRETE ALL 60. SUPPORTS 61. 1 TO 10 FIXED 62. LOAD 1 LOADTYPE DEAD TITLE DEAD 63. SELFWEIGHT Y -1 64. MEMBER LOAD 65. 24 TO 36 47 TO 59 70 TO 82 93 TO 105 UNI GY -12.5 66. FLOOR LOAD 67. YRANGE 3 15 FLOAD -5 GY 68. MEMBER LOAD 69. 10 TO 12 33 TO 35 56 TO 58 79 TO 81 102 TO 104 116 TO 128 UNI GY 7.5 70. LOAD 2 LOADTYPE LIVE REDUCIBLE TITLE LIVE 71. FLOOR LOAD 72. YRANGE 3 15 FLOAD -2 GY 73. PERFORM ANALYSIS
P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS 60 NUMBER OF MEMBERS 128 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 10 STAAD SPACE -- PAGE NO. 3
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 10/ 10/ 66 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 300 TOTAL LOAD COMBINATION CASES = 0 SO FAR. SIZE OF STIFFNESS MATRIX = 20 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.4/ 58781.4 MB
*** STAAD-2D ERROR *** SPACE FRAME,SOLID AND PLATE ELEMENT,DYNAMIC ANALYSIS ARE NOT AVAILABLE IN STAAD-2D *********** END OF THE STAAD.Pro RUN *********** **** DATE= MAR 23,2021 TIME= 17:24:38 **** ************************************************************ * For technical assistance on STAAD.Pro, please visit * * selectservices.bentley.com/.../ * * * * Details about additional assistance from * * Bentley and Partners can be found at program menu * * Help->Technical Support * * * * Copyright (c) 1997-2016 Bentley Systems, Inc. * * http://www.bentley.com * ************************************************************
Answer Verified By: saurabh raghuvanshi
Do you get this "STAAD-2D Error" message for any other model, such as one of the examples that is provided with the program?
There is a command "SET PRINT 5" on line 5 of your input. Remove it, run the analysis again, and see the message still appears.
same problem with me
Sorry, did not understand. Are you saying that the error occurs even for the examples supplied with the program?
how to solve this problem ??
I was able to run this model fine at my end with STAAD.Pro version 22.05.00.131. Please try to run the attached model and see if that works.50ft_MOD.STDAre you sure that you are using STAAD.Pro version 22.05.00.131? According to the text data which you attached you are still using version 20.07.11.90 (which is not supported anymore).
We provided some suggestions on March 25. Did you try any of those?
In the V8i versions of STAAD, the example models supplied with the program are kept in folders such as
C:\SProV8i SS6\STAAD\Examp\Ind
C:\SProV8i SS6\STAAD\Examp\US
C:\SProV8i SS6\STAAD\Examp\UK
Did you try running one of those examples?
Also, did you try running it after removing the "SET PRINT 5" command?