shashank kumar's Activitieshttps://communities.bentley.com/members/3027eb2b_2d00_a35f_2d00_400c_2d00_a942_2d00_3d2d060a8253shashank kumar's recent activityen-USTelligent Community 12NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/230798/no-loading-defined-for-ubc-load-run-terminatedSun, 05 Jun 2022 06:44:58 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2a500842-3d7a-4177-9933-1dd14cc706feshashank kumar<p>1. STAAD SPACE DXF IMPORT OF CAD FILE.DXF<br />INPUT FILE: C:\Users\SHASHANK KUMAR\OneDrive\Desktop\structure.STD<br /> 2. START JOB INFORMATION<br /> 3. ENGINEER DATE 05-JUN-22<br /> 4. END JOB INFORMATION<br /> 5. INPUT WIDTH 79<br /> 6. UNIT METER KN<br /> 7. JOINT COORDINATES<br /> 8. 1 -0.5 0 0.5; 2 0.5 0 -0.5; 3 11.7279 0 -15.3261; 4 11.7279 0 -14.1261<br /> 9. 5 8.4029 0 -14.1261; 6 4.9579 0 -14.1261; 7 4.9579 0 -10.6611<br /> 10. 8 7.1729 0 -10.6611; 9 10.1129 0 -10.6611; 10 11.7279 0 -10.6611<br /> 11. 11 11.7279 0 -8.2761; 12 11.7279 0 -6.0461; 13 4.9579 0 -6.0461<br /> 12. 14 10.1129 0 -8.2761; 15 4.9579 0 -4.7311; 16 11.7279 0 -4.7311<br /> 13. 17 4.9579 0 -15.3261; 18 7.1729 0 -6.0461; 19 8.4029 0 -10.6611<br /> 14. 20 10.1129 0 -6.0461; 21 8.4029 0 -15.3261; 22 10.1129 0 -9.3311<br /> 15. 23 11.7279 0 -9.3311; 24 11.7279 3 -15.3261; 25 11.7279 3 -14.1261<br /> 16. 26 8.4029 3 -14.1261; 27 4.9579 3 -14.1261; 28 4.9579 3 -10.6611<br /> 17. 29 7.1729 3 -10.6611; 30 10.1129 3 -10.6611; 31 11.7279 3 -10.6611<br /> 18. 32 11.7279 3 -8.2761; 33 11.7279 3 -6.0461; 34 4.9579 3 -6.0461<br /> 19. 35 10.1129 3 -8.2761; 36 4.9579 3 -4.7311; 37 11.7279 3 -4.7311<br /> 20. 38 4.9579 3 -15.3261; 39 7.1729 3 -6.0461; 40 8.4029 3 -10.6611<br /> 21. 41 10.1129 3 -6.0461; 42 8.4029 3 -15.3261; 43 10.1129 3 -9.3311<br /> 22. 44 11.7279 3 -9.3311; 45 11.7279 6 -15.3261; 46 11.7279 6 -14.1261<br /> 23. 47 8.4029 6 -14.1261; 48 4.9579 6 -14.1261; 49 4.9579 6 -10.6611<br /> 24. 50 7.1729 6 -10.6611; 51 10.1129 6 -10.6611; 52 11.7279 6 -10.6611<br /> 25. 53 11.7279 6 -8.2761; 54 11.7279 6 -6.0461; 55 4.9579 6 -6.0461<br /> 26. 56 10.1129 6 -8.2761; 57 4.9579 6 -4.7311; 58 11.7279 6 -4.7311<br /> 27. 59 4.9579 6 -15.3261; 60 7.1729 6 -6.0461; 61 8.4029 6 -10.6611<br /> 28. 62 10.1129 6 -6.0461; 63 8.4029 6 -15.3261; 64 10.1129 6 -9.3311<br /> 29. 65 11.7279 6 -9.3311; 66 11.7279 9 -15.3261; 67 11.7279 9 -14.1261<br /> 30. 68 8.4029 9 -14.1261; 69 4.9579 9 -14.1261; 70 4.9579 9 -10.6611<br /> 31. 71 7.1729 9 -10.6611; 72 10.1129 9 -10.6611; 73 11.7279 9 -10.6611<br /> 32. 74 11.7279 9 -8.2761; 75 11.7279 9 -6.0461; 76 4.9579 9 -6.0461<br /> 33. 77 10.1129 9 -8.2761; 78 4.9579 9 -4.7311; 79 11.7279 9 -4.7311<br /> 34. 80 4.9579 9 -15.3261; 81 7.1729 9 -6.0461; 82 8.4029 9 -10.6611<br /> 35. 83 10.1129 9 -6.0461; 84 8.4029 9 -15.3261; 85 10.1129 9 -9.3311<br /> 36. 86 11.7279 9 -9.3311; 87 11.7279 12 -15.3261; 88 11.7279 12 -14.1261<br /> 37. 89 8.4029 12 -14.1261; 90 4.9579 12 -14.1261; 91 4.9579 12 -10.6611<br /> 38. 92 7.1729 12 -10.6611; 93 10.1129 12 -10.6611; 94 11.7279 12 -10.6611<br /> DXF IMPORT OF CAD FILE.DXF -- PAGE NO. 2</p> <p>39. 95 11.7279 12 -8.2761; 96 11.7279 12 -6.0461; 97 4.9579 12 -6.0461<br /> 40. 98 10.1129 12 -8.2761; 99 4.9579 12 -4.7311; 100 11.7279 12 -4.7311<br /> 41. 101 4.9579 12 -15.3261; 102 7.1729 12 -6.0461; 103 8.4029 12 -10.6611<br /> 42. 104 10.1129 12 -6.0461; 105 8.4029 12 -15.3261; 106 10.1129 12 -9.3311<br /> 43. 107 11.7279 12 -9.3311<br /> 44. MEMBER INCIDENCES<br /> 45. 1 1 2; 28 3 24; 29 4 25; 30 5 26; 31 6 27; 32 7 28; 33 8 29; 34 9 30<br /> 46. 35 10 31; 36 11 32; 37 12 33; 38 13 34; 39 14 35; 40 15 36; 41 16 37<br /> 47. 42 17 38; 43 18 39; 44 19 40; 45 20 41; 46 21 42; 47 22 43; 48 23 44<br /> 48. 49 24 25; 50 25 26; 51 26 27; 52 27 28; 53 28 29; 54 29 30; 55 31 32<br /> 49. 56 32 33; 57 34 28; 58 30 35; 59 34 36; 60 33 37; 61 38 27; 62 25 31<br /> 50. 63 30 31; 64 35 32; 65 29 39; 66 26 40; 67 36 37; 68 34 39; 69 39 41<br /> 51. 70 41 33; 71 35 41; 72 26 42; 73 38 24; 74 43 44; 75 24 45; 76 25 46<br /> 52. 77 26 47; 78 27 48; 79 28 49; 80 29 50; 81 30 51; 82 31 52; 83 32 53<br /> 53. 84 33 54; 85 34 55; 86 35 56; 87 36 57; 88 37 58; 89 38 59; 90 39 60<br /> 54. 91 40 61; 92 41 62; 93 42 63; 94 43 64; 95 44 65; 96 45 46; 97 46 47<br /> 55. 98 47 48; 99 48 49; 100 49 50; 101 50 51; 102 52 53; 103 53 54<br /> 56. 104 55 49; 105 51 56; 106 55 57; 107 54 58; 108 59 48; 109 46 52<br /> 57. 110 51 52; 111 56 53; 112 50 60; 113 47 61; 114 57 58; 115 55 60<br /> 58. 116 60 62; 117 62 54; 118 56 62; 119 47 63; 120 59 45; 121 64 65<br /> 59. 122 45 66; 123 46 67; 124 47 68; 125 48 69; 126 49 70; 127 50 71<br /> 60. 128 51 72; 129 52 73; 130 53 74; 131 54 75; 132 55 76; 133 56 77<br /> 61. 134 57 78; 135 58 79; 136 59 80; 137 60 81; 138 61 82; 139 62 83<br /> 62. 140 63 84; 141 64 85; 142 65 86; 143 66 67; 144 67 68; 145 68 69<br /> 63. 146 69 70; 147 70 71; 148 71 72; 149 73 74; 150 74 75; 151 76 70<br /> 64. 152 72 77; 153 76 78; 154 75 79; 155 80 69; 156 67 73; 157 72 73<br /> 65. 158 77 74; 159 71 81; 160 68 82; 161 78 79; 162 76 81; 163 81 83<br /> 66. 164 83 75; 165 77 83; 166 68 84; 167 80 66; 168 85 86; 169 66 87<br /> 67. 170 67 88; 171 68 89; 172 69 90; 173 70 91; 174 71 92; 175 72 93<br /> 68. 176 73 94; 177 74 95; 178 75 96; 179 76 97; 180 77 98; 181 78 99<br /> 69. 182 79 100; 183 80 101; 184 81 102; 185 82 103; 186 83 104; 187 84 105<br /> 70. 188 85 106; 189 86 107; 190 87 88; 191 88 89; 192 89 90; 193 90 91<br /> 71. 194 91 92; 195 92 93; 196 94 95; 197 95 96; 198 97 91; 199 93 98<br /> 72. 200 97 99; 201 96 100; 202 101 90; 203 88 94; 204 93 94; 205 98 95<br /> 73. 206 92 102; 207 89 103; 208 99 100; 209 97 102; 210 102 104; 211 104 96<br /> 74. 212 98 104; 213 89 105; 214 101 87; 215 106 107<br /> 75. ELEMENT INCIDENCES SHELL<br /> 76. 216 27 28 31 25; 217 27 38 24 25; 219 29 30 41 39; 220 31 32 35 30<br /> 77. 221 32 33 41 35; 222 34 36 37 33; 223 48 49 52 46; 224 48 59 45 46<br /> 78. 226 50 51 62 60; 227 52 53 56 51; 228 53 54 62 56; 229 55 57 58 54<br /> 79. 230 69 70 73 67; 231 69 80 66 67; 233 71 72 83 81; 234 73 74 77 72<br /> 80. 235 74 75 83 77; 236 76 78 79 75; 237 90 91 94 88; 238 90 101 87 88<br /> 81. 240 92 93 104 102; 241 94 95 98 93; 242 95 96 104 98; 243 97 99 100 96<br /> 82. ELEMENT PROPERTY<br /> 83. 216 217 219 TO 224 226 TO 231 233 TO 238 240 TO 243 THICKNESS 0.15<br /> 84. DEFINE MATERIAL START<br /> 85. ISOTROPIC CONCRETE<br /> 86. E 2.17185E+007<br /> 87. POISSON 0.17<br /> 88. DENSITY 23.5616<br /> 89. ALPHA 1E-005<br /> 90. DAMP 0.05<br /> 91. TYPE CONCRETE<br /> 92. STRENGTH FCU 27579<br /> 93. END DEFINE MATERIAL<br /> 94. MEMBER PROPERTY<br /> DXF IMPORT OF CAD FILE.DXF -- PAGE NO. 3</p> <p>95. 49 TO 74 96 TO 121 143 TO 168 190 TO 215 PRIS YD 0.4 ZD 0.45<br /> 96. 28 TO 48 75 TO 95 122 TO 142 169 TO 189 PRIS YD 0.4 ZD 0.4<br /> 97. CONSTANTS<br /> 98. MATERIAL CONCRETE MEMB 28 TO 217 219 TO 224 226 TO 231 233 TO 238 240 -<br /> 99. 241 TO 243<br /> 100. SUPPORTS<br /> 101. 3 TO 23 FIXED<br /> 102. DEFINE 1893 LOAD<br /> **WARNING- THIS STRUCTURE IS DISJOINTED. IGNORE IF<br /> MASTER/SLAVE OR IF UNCONNECTED JOINTS.<br /> 103. ZONE 0.075 RF 1 I 1 SS 1 DM 0.05<br /> 104. LOAD 1 LOADTYPE DEAD TITLE DEAD LOAD<br /> <br /> *** STAAD.Pro ERROR MESSAGE ***<br /> NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.</p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Sun, 05 Jun 2022 06:45:09 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f45df990-7ccd-45ad-b69b-c9a0aca1b7f9Ask a question in a forum.