*** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

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