The code was working fine but then I deleted a whole set of beams and suddenly I cannot get rid of this error.
11. INPUT WIDTH 79 12. UNIT METER KN 13. JOINT COORDINATES 14. 1 0 0 0; 2 2 0 0; 3 4.50001 0 0; 4 9.40002 0 0; 5 13.4 0 0; 6 17.4 0 0 15. 7 20.45 0 0; 8 17.4 0 1.83; 9 20.45 0 1.83; 10 2 0 3.50001 16. 11 4.50001 0 3.50001; 12 9.40002 0 3.50001; 13 13.4 0 3.50001 17. 14 16.23 0 3.50001; 15 17.4 0 3.50001; 16 4.50001 0 4.18001 18. 17 7.26001 0 4.18001; 18 9.40002 0 4.18001; 19 16.23 0 6.18001; 20 0 0 7.00001 19. 21 4.50001 0 7.00001; 22 9.40002 0 7.00001; 23 13.4 0 7.00001 20. 24 16.23 0 7.00001; 25 0 0 9.00002; 26 0 -0.600001 0; 27 2 -0.600001 0 21. 28 4.50001 -0.600001 0; 29 9.40002 -0.600001 0; 30 13.4 -0.600001 0 22. 31 17.4 -0.600001 0; 32 20.45 -0.600001 0; 33 17.4 -0.600001 1.83 23. 34 20.45 -0.600001 1.83; 35 0 -0.600001 3.50001; 36 4.50001 -0.600001 3.50001 24. 37 13.4 -0.600001 3.50001; 38 16.23 -0.600001 3.50001 25. 39 7.26001 -0.600001 4.18001; 40 9.40002 -0.600001 4.18001 26. 41 16.23 -0.600001 6.18001; 42 0 -0.600001 7.00001 27. 43 4.50001 -0.600001 7.00001; 44 9.40002 -0.600001 7.00001 28. 45 13.4 -0.600001 7.00001; 46 0 -0.600001 9.00002 29. 47 4.50001 -0.600001 9.00002; 48 2 4.00001 0; 49 4.50001 4.00001 0 30. 50 9.40002 4.00001 0; 51 13.4 4.00001 0; 52 17.4 4.00001 0 31. 53 9.40002 4.00001 1.83; 54 13.4 4.00001 1.83; 55 17.4 4.00001 1.83 32. 56 0 4.00001 3.50001; 57 2 4.00001 3.50001; 58 4.50001 4.00001 3.50001 33. 59 9.40002 4.00001 3.50001; 60 13.4 4.00001 3.50001; 61 16.23 4.00001 3.50001 34. 62 17.4 4.00001 3.50001; 63 4.50001 4.00001 4.18001 35. 64 7.26001 4.00001 4.18001; 65 9.40002 4.00001 4.18001 36. 66 7.26001 4.00001 6.18001; 67 9.40002 4.00001 6.18001 37. 68 16.23 4.00001 6.18001; 69 0 4.00001 7.00001; 70 4.50001 4.00001 7.00001 38. 71 7.26001 4.00001 7.00001; 72 9.40002 4.00001 7.00001 STAAD SPACE -- PAGE NO. 2 39. 73 13.4 4.00001 7.00001; 74 16.23 4.00001 7.00001; 75 0 4.00001 9.00002 40. 76 4.50001 4.00001 9.00002; 77 1.5 7.80002 0; 78 2.5 7.80002 0 41. 79 4.50001 7.80002 0; 80 9.40002 7.80002 0; 81 13.4 7.80002 0 42. 82 17.4 7.80002 0; 83 9.40002 7.80002 1.83; 84 13.4 7.80002 1.83 43. 85 17.4 7.80002 1.83; 86 2.5 7.80002 3.50001; 87 4.50001 7.80002 3.50001 44. 88 13.4 7.80002 3.50001; 89 16.23 7.80002 3.50001; 90 17.4 7.80002 3.50001 45. 91 7.26001 7.80002 0; 92 9.40002 7.80002 4.18001; 93 7.26001 7.80002 6.18001 46. 94 9.40002 7.80002 6.18001; 95 16.23 7.80002 6.18001; 96 2.5 7.80002 7.00001 47. 97 4.50001 7.80002 7.00001; 98 7.26001 7.80002 7.00001 48. 99 9.40002 7.80002 7.00001; 100 13.4 7.80002 7.00001 49. 101 16.23 7.80002 7.00001; 102 2.5 4.00001 0; 103 2.5 4.00001 3.50001 50. 104 16.23 7.80002 0; 105 7.26001 4.00001 0 51. MEMBER INCIDENCES 52. 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 12 13; 8 13 15; 9 16 18; 10 20 21 53. 11 21 22; 12 22 23; 13 3 11; 14 11 21; 15 4 18; 16 18 22; 17 5 13; 18 13 23 54. 19 8 9; 20 7 9; 21 6 15; 22 23 24; 23 14 24; 24 20 25; 25 2 10; 26 26 1 55. 27 42 20; 28 46 25; 29 27 2; 30 28 3; 31 36 11; 32 43 21; 33 39 17; 34 44 22 56. 35 40 18; 36 29 4; 37 30 5; 38 37 13; 39 45 23; 40 38 14; 41 41 19; 42 31 6 57. 43 33 8; 44 32 7; 45 34 9; 46 48 49; 47 49 50; 48 51 52; 49 53 54; 50 59 60 58. 51 60 61; 52 61 62; 53 66 67; 54 63 64; 55 64 65; 56 70 71; 57 72 74; 58 48 57 59. 59 49 58; 60 58 63; 61 63 70; 62 70 76; 63 64 66; 64 66 71; 65 56 69; 66 69 75 60. 67 50 53; 68 53 59; 69 59 65; 70 65 67; 71 67 72; 72 51 54; 73 54 60; 74 61 74 61. 75 52 62; 76 2 48; 77 35 56; 78 20 69; 79 25 75; 80 47 76; 81 21 70; 82 11 58 62. 83 3 49; 84 4 50; 85 18 65; 86 22 72; 87 13 60; 88 23 73; 89 19 68; 90 14 61 63. 91 8 55; 92 6 52; 93 5 51; 94 77 78; 95 78 79; 96 79 80; 97 81 82; 98 83 84 64. 99 86 87; 100 89 90; 101 93 94; 102 96 97; 103 97 98; 104 99 100; 105 100 101 65. 106 78 86; 107 86 96; 108 79 87; 109 87 97; 110 91 93; 111 93 98; 112 80 83 66. 113 83 94; 114 94 99; 115 81 84; 116 84 100; 117 104 101; 118 82 90 67. 119 102 78; 120 103 86; 121 49 79; 122 58 87; 123 70 97; 124 105 91; 125 50 80 68. 126 65 92; 127 72 99; 128 73 100; 129 60 88; 130 51 81; 131 52 82; 132 55 85 69. 133 61 89; 134 68 95; 135 17 64; 136 56 57; 137 57 58; 138 69 70; 139 75 76 70. 224 1 20 71. ELEMENT INCIDENCES SHELL 72. 216 48 49 58 57; 217 69 70 76 75; 218 63 64 71 70; 219 64 65 67 66 73. 220 53 54 60 59; 221 51 52 62 60; 222 56 58 70 69; 223 49 50 65 63 74. START GROUP DEFINITION 75. JOINT 76. FLOOR 77. _SECOND2WAY 46 TO 48 51 TO 56 58 TO 61 63 TO 65 67 TO 70 72 73 75 136 TO 138 78. _SECOND1WAY 49 50 62 66 68 73 138 139 79. _RD2WAY 98 104 113 114 116 80. _RD1WAY 95 TO 97 99 TO 103 105 TO 118 81. END GROUP DEFINITION 82. ELEMENT PROPERTY 83. 216 TO 223 THICKNESS 0.1 84. DEFINE MATERIAL START 85. ISOTROPIC CONCRETE 86. E 2.17184E+07 87. POISSON 0.17 88. DENSITY 23.5615 89. ALPHA 5.5E-06 90. DAMP 0.05 91. G 9.28137E+06 92. TYPE CONCRETE 93. STRENGTH FCU 21000 94. END DEFINE MATERIAL STAAD SPACE -- PAGE NO. 3 95. MEMBER PROPERTY 96. 26 TO 29 31 33 TO 35 38 41 TO 43 45 76 TO 80 82 85 TO 87 89 91 92 120 122 - 97. 124 126 127 129 131 132 134 135 PRIS YD 0.25 ZD 0.35 98. 30 32 36 37 39 40 44 81 83 84 88 90 93 119 121 123 125 128 130 - 99. 133 PRIS YD 0.35 ZD 0.25 100. 98 TO 118 PRIS YD 0.3 ZD 0.2 101. 1 TO 24 224 PRIS YD 0.3 ZD 0.2 102. 25 94 TO 97 PRIS YD 0.2 ZD 0.15 103. 46 TO 75 136 TO 139 PRIS YD 0.25 ZD 0.35 104. CONSTANTS 105. MATERIAL CONCRETE ALL 106. MEMBER CRACKED 107. 26 TO 45 76 TO 93 119 TO 135 REDUCTION RIY 0.7 RIZ 0.7 108. 1 TO 25 46 TO 75 94 TO 118 136 TO 139 REDUCTION RIY 0.35 RIZ 0.35 109. MEMBER OFFSET 110. 112 118 START 0 -0.15 -0.075 111. 112 118 END 0 -0.15 0.1 112. 94 TO 97 START -0.1 -0.1 0 113. 94 TO 97 END -0.1 -0.1 0 114. 106 TO 110 113 115 117 START 0 -0.15 0.075 115. 106 108 TO 110 113 115 117 END 0 -0.15 -0.1 116. 98 100 101 START 0.1 -0.15 0 117. 98 100 101 END -0.1 -0.15 0 118. 116 START 0 -0.15 -0.1 119. 116 END 0 -0.15 -0.1 120. 102 TO 105 START 0.1 -0.15 0 121. 102 TO 105 END 0.1 -0.15 0 122. 111 114 START 0 -0.15 -0.1 123. 111 114 END 0 -0.15 0.1 124. 99 START -0.1 -0.15 0 125. 99 END 0.1 -0.15 0 126. 107 END 0 -0.15 0.1 127. 58 TO 75 START 0 -0.2 0.1 128. 60 TO 75 END 0 -0.2 0.1 129. 47 48 START -0.1 -0.2 0 130. 47 48 137 END 0.1 -0.2 0 131. 49 50 52 TO 54 56 57 138 139 START 0.1 -0.2 0 132. 46 49 50 52 TO 57 136 138 139 END -0.1 -0.2 0 133. 46 55 136 137 START -0.1 -0.2 0 134. 58 59 END 0 -0.2 -0.1 135. 51 START 0.1 -0.2 0 136. 51 END 0.1 -0.2 0 137. 13 TO 18 20 21 23 TO 25 224 START 0 -0.15 0.1 138. 13 TO 18 20 21 23 24 224 END 0 -0.15 0.1 139. 2 TO 12 19 22 START 0.1 -0.15 0 140. 7 TO 12 19 22 END -0.1 -0.15 0 141. 25 END 0 -0.15 -0.1 142. 1 START -0.1 -0.15 0 143. 1 TO 6 END 0.1 -0.15 0 144. SUPPORTS 145. 26 TO 47 FIXED 146. ELEMENT OFFSET 147. 216 TO 223 JT1 0 -0.2 0 148. 216 TO 223 JT2 0 -0.2 0 149. 216 TO 223 JT3 0 -0.2 0 150. 216 TO 223 JT4 0 -0.2 0 STAAD SPACE -- PAGE NO. 4 151. DEFINE REFERENCE LOADS **WARNING- THIS STRUCTURE IS DISJOINTED. IGNORE IF MASTER/SLAVE OR IF UNCONNECTED JOINTS. 152. LOAD R1 LOADTYPE DEAD TITLE REF DEAD LOAD 153. SELFWEIGHT Y -1 154. FLOOR LOAD 155. _SECOND2WAY FLOAD -4.3 GY 156. ONEWAY LOAD 157. _SECOND1WAY ONE -4.3 GY 158. FLOOR LOAD 159. _RD2WAY FLOAD -4.3 GY 160. ONEWAY LOAD 161. _RD1WAY ONE -4.3 GY 162. MEMBER LOAD 163. 46 TO 49 52 53 56 TO 58 62 64 TO 67 71 72 74 75 136 139 UNI GY -13.11 164. 49 TO 51 53 TO 55 59 TO 61 63 68 TO 70 73 137 138 UNI GY -11.704 165. END DEFINE REFERENCE LOADS
*** NOTE: NEITHER "MASS" NOR "GRAVITY" REFERENCE LOADTYPE IS PRESENT. MASS MODEL IS FORMED BY COMBINING ALL "DEAD" AND "LIVE" (IF ANY) REFERENCE LOADTYPES. *** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY. IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING. 166. DEFINE UBC LOAD 167. ZONE 0.4 I 1 RWX 10 RWZ 10 STYP 1 CT 0.08 PX 0.32 PZ 0.32 NA 1.2 NV 1.6 168. REFERENCE LOAD Y *** NOTE: SEISMIC WEIGHT TABLE IS PRESENT.THIS WEIGHT TABLE WILL BE CONSIDERED IN STATIC SEISMIC ANALYSIS. 169. R1 1.0 170. LOAD 1 LOADTYPE SEISMIC TITLE EQPX 171. UBC LOAD X 1 DEC 1 ACC 0.05 172. LOAD 2 LOADTYPE SEISMIC TITLE EQNX 173. UBC LOAD X -1 DEC 1 ACC 0.05 174. LOAD 3 LOADTYPE SEISMIC TITLE EQPZ 175. UBC LOAD Z 1 DEC 1 ACC 0.05 176. LOAD 4 LOADTYPE SEISMIC TITLE EQNZ 177. UBC LOAD Z -1 DEC 1 ACC 0.05 178. LOAD 5 LOADTYPE WIND TITLE WZ1 179. MEMBER LOAD 180. 100 101 104 105 UNI GZ -3.477 STAAD SPACE -- PAGE NO. 5 181. 52 53 57 UNI GZ -6.45075 182. 94 102 103 UNI GZ -2.318 183. 56 139 UNI GZ -4.3005 184. LOAD 6 LOADTYPE WIND TITLE WZ2 185. MEMBER LOAD 186. 94 101 TO 104 UNI GZ -3.477 187. 53 56 139 UNI GZ -6.45075 188. 100 105 UNI GZ -2.318 189. 52 57 UNI GZ -4.3005 190. LOAD 7 LOADTYPE WIND TITLE WZ3 191. MEMBER LOAD 192. 96 TO 98 UNI GZ 3.477 193. 47 TO 49 UNI GZ 6.45075 194. 94 95 UNI GZ 2.318 195. 46 136 UNI GZ 4.3005 196. LOAD 8 LOADTYPE WIND TITLE WZ4 197. MEMBER LOAD 198. 94 TO 96 98 UNI GZ 3.477 199. 46 47 49 136 UNI GZ 6.45075 200. 94 TO 98 UNI GZ 2.318 201. 46 TO 49 136 UNI GZ 4.3005 202. LOAD 9 LOADTYPE LIVE TITLE LIVE LOAD 203. FLOOR LOAD 204. _SECOND2WAY FLOAD -1.9 GY **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 5.32.4.2 Note d and/or "5.32.4.3 Note f. **NOTE** about FLOOR GROUP command All floor panels in a floor group should lie in a single plane. If not lying in a single plane break single FLOOR GROUP command into multiple FLOOR GROUP commands where each floor group lie in a single plane / height.
205. _RD2WAY FLOAD -1.9 GY 206. ONEWAY LOAD 207. _SECOND1WAY ONE -1.9 GY 208. _RD1WAY ONE -1.9 GY 209. LOAD 10 LOADTYPE DEAD TITLE DEAD LOAD 210. REFERENCE LOAD 211. R1 1.0 212. LOAD COMB 101 ULC, 1.4 DEAD 213. 6 1.4 214. LOAD COMB 102 ULC, 1.2 DEAD + 1.6 LIVE 215. 6 1.2 5 1.6 216. LOAD COMB 103 ULC, 1.2 DEAD + 0.5 LIVE 217. 6 1.2 5 0.5 218. LOAD COMB 104 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (1) STAAD SPACE -- PAGE NO. 6 219. 6 1.2 5 0.5 7 1.0 220. LOAD COMB 105 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (2) 221. 6 1.2 5 0.5 8 1.0 222. LOAD COMB 106 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (3) 223. 6 1.2 5 0.5 9 1.0 224. LOAD COMB 107 ULC, 1.2 DEAD + 0.5 LIVE + 1 WIND (4) 225. 6 1.2 5 0.5 10 1.0 226. LOAD COMB 108 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (1) 227. 6 1.2 5 0.5 1 1.0 228. LOAD COMB 109 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (2) 229. 6 1.2 5 0.5 2 1.0 230. LOAD COMB 110 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (3) 231. 6 1.2 5 0.5 3 1.0 232. LOAD COMB 111 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (4) 233. 6 1.2 5 0.5 4 1.0 234. LOAD COMB 112 ULC, 0.9 DEAD + 1 WIND (1) 235. 6 0.9 7 1.0 236. LOAD COMB 113 ULC, 0.9 DEAD + 1 WIND (2) 237. 6 0.9 8 1.0 238. LOAD COMB 114 ULC, 0.9 DEAD + 1 WIND (3) 239. 6 0.9 9 1.0 240. LOAD COMB 115 ULC, 0.9 DEAD + 1 WIND (4) 241. 6 0.9 10 1.0 242. LOAD COMB 116 ULC, 0.9 DEAD + 1 SEISMIC (1) 243. 6 0.9 1 1.0 244. LOAD COMB 117 ULC, 0.9 DEAD + 1 SEISMIC (2) 245. 6 0.9 2 1.0 246. LOAD COMB 118 ULC, 0.9 DEAD + 1 SEISMIC (3) 247. 6 0.9 3 1.0 248. LOAD COMB 119 ULC, 0.9 DEAD + 1 SEISMIC (4) 249. 6 0.9 4 1.0 250. LOAD COMB 201 ULC, 1 DEAD 251. 6 1.0 252. LOAD COMB 202 ULC, 1 DEAD + 1 LIVE 253. 6 1.0 5 1.0 254. LOAD COMB 203 ULC, 1 DEAD + 0.75 LIVE 255. 6 1.0 5 0.75 256. LOAD COMB 204 ULC, 1 DEAD + 0.6 WIND (1) 257. 6 1.0 7 0.6 258. LOAD COMB 205 ULC, 1 DEAD + 0.6 WIND (2) 259. 6 1.0 8 0.6 260. LOAD COMB 206 ULC, 1 DEAD + 0.6 WIND (3) 261. 6 1.0 9 0.6 262. LOAD COMB 207 ULC, 1 DEAD + 0.6 WIND (4) 263. 6 1.0 10 0.6 264. LOAD COMB 208 ULC, 1 DEAD + 0.714 SEISMIC (1) 265. 6 1.0 1 0.714 266. LOAD COMB 209 ULC, 1 DEAD + 0.714 SEISMIC (2) 267. 6 1.0 2 0.714 268. LOAD COMB 210 ULC, 1 DEAD + 0.714 SEISMIC (3) 269. 6 1.0 3 0.714 270. LOAD COMB 211 ULC, 1 DEAD + 0.714 SEISMIC (4) 271. 6 1.0 4 0.714 272. DEFINE ENVELOPE STAAD SPACE
You need to provide "Perform Analysis" command above define envelope command in the command file. Also STAAD SPACE will be placed at the top f the editor file.
If you still face the issue, please share the file with me.
Answer Verified By: Karmela Reyes
Thank you, it worked with no errors.