warning-fx fy fz wind forces ignored (i already input min and max values for windload but still warnings appear)

STAAD SPACE DXF IMPORT OF STAAD.DXF
START JOB INFORMATION
ENGINEER DATE 18-Sep-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 -0.546665 -4 10.6346; 2 -0.252366 -4 4.90925;
3 -9.16726e-006 -4 -2.80084e-007; 4 5.77188 -4 10.6331; 5 5.77205 -4 4.90797;
6 5.77208 -4 0.7709; 7 11.272 -4 -0.436725; 8 11.272 -4 1.50537;
9 11.272 -4 4.90802; 10 11.272 -4 10.6345; 11 16.772 -4 0.297847;
12 16.772 -4 4.90769; 13 16.772 -4 10.6344; 14 22.272 -4 1.03231;
15 22.272 -4 4.90769; 16 22.272 -4 10.6344; 17 22.272 -4 12.6854;
18 25.772 -4 1.49974; 19 25.772 -4 4.90772; 20 31.1605 -4 12.6862;
21 31.2232 -4 10.6343; 22 31.3981 -4 4.90963; 23 31.479 -4 2.2619;
24 -0.819234 0 15.9371; 25 -0.628812 0 12.2327; 26 -0.603227 0 11.735;
27 -0.546665 0 10.6346; 28 -0.334738 0 6.51178; 29 -0.252366 0 4.90925;
30 -9.15415e-006 0 -5.24776e-005; 31 3.26162 0 6.51182; 32 3.26164 0 4.90928;
33 3.26166 0 10.6345; 34 3.26167 0 11.7346; 35 3.26167 0 12.2326;
36 3.26168 0 0.435571; 37 5.77188 0 10.6331; 38 5.77189 0 11.7331;
39 5.77195 0 6.51058; 40 5.772 0 12.2332; 41 5.77205 0 4.90797;
42 5.77208 0 0.7709; 43 11.2708 0 12.2332; 44 11.272 0 -0.436725;
45 11.272 0 1.50542; 46 11.272 0 4.90944; 47 11.272 0 6.51189;
48 11.272 0 10.6346; 49 11.272 0 11.7345; 50 16.7718 0 12.2338;
51 16.7719 0 11.7344; 52 16.772 0 0.297847; 53 16.772 0 1.50315;
54 16.772 0 4.90949; 55 16.772 0 10.6352; 56 16.7721 0 6.51194;
57 22.2719 0 6.51155; 58 22.272 0 1.03231; 59 22.272 0 1.50104;
60 22.272 0 4.90888; 61 22.272 0 10.6344; 62 22.272 0 11.7341;
63 22.272 0 12.2344; 64 22.272 0 12.6854; 65 25.7717 0 11.7341;
66 25.772 0 1.49974; 67 25.772 0 4.90906; 68 25.772 0 6.51203;
69 25.772 0 10.6344; 70 31.0613 0 15.9343; 71 31.1605 0 12.6862;
72 31.1896 0 11.7344; 73 31.2232 0 10.6343; 74 31.3491 0 6.51208;
75 31.3981 0 4.90963; 76 31.479 0 2.2619; 77 -0.819234 3.2 15.9371;
78 -0.628812 3.2 12.2327; 79 -0.603229 3.2 11.735; 80 -0.546665 3.2 10.6346;
81 -0.252366 3.2 4.90925; 82 -9.15415e-006 3.2 -5.24776e-005;
83 5.77188 3.2 10.6331; 84 5.77189 3.2 11.7331; 85 5.772 3.2 12.2332;
86 5.77205 3.2 4.90797; 87 5.77208 3.2 0.7709; 88 11.2708 3.2 12.2332;
89 11.272 3.2 -0.436725; 90 11.272 3.2 1.50542; 91 11.272 3.2 4.90944;
92 11.272 3.2 10.6346; 93 11.272 3.2 11.7345; 94 16.7718 3.2 12.2338;
95 16.7719 3.2 11.7344; 96 16.772 3.2 0.297847; 97 16.772 3.2 1.50315;
98 16.772 3.2 4.90949; 99 16.772 3.2 10.6352; 100 22.272 3.2 1.03231;
101 22.272 3.2 1.50104; 102 22.272 3.2 4.90888; 103 22.272 3.2 10.6344;
104 22.272 3.2 11.7341; 105 22.272 3.2 12.2344; 106 22.272 3.2 12.6854;
107 25.7717 3.2 10.6346; 108 25.7717 3.2 11.7341; 109 25.772 3.2 1.49974;
110 25.772 3.2 4.90906; 111 31.0613 3.2 15.9343; 112 31.1605 3.2 12.6862;
113 31.1896 3.2 11.7344; 114 31.2232 3.2 10.6343; 115 31.3981 3.2 4.90963;
116 31.479 3.2 2.2619; 124 22.272 6.6 1.03231; 125 22.272 6.6 4.90933;
127 25.772 6.6 1.49974; 128 25.772 6.6 4.90933; 133 18.6105 0 1.02401;
134 19.522 0 1.50209; 135 22.2187 0 1.26075; 136 22.272 0 1.26667;
137 21.0841 0 1.19455; 138 19.522 0 0.665079; 139 17.8381 0 0.870285;
140 16.772 0 0.900499; 141 18.6105 3.2 1.02401; 142 19.522 3.2 1.50209;
143 22.2187 3.2 1.26075; 144 22.272 3.2 1.26667; 145 21.0841 3.2 1.19455;
146 19.522 3.2 0.665079; 147 17.8381 3.2 0.870285; 148 16.772 3.2 0.900499;
149 -0.285056 3.2 11.943; 150 0.305921 3.2 11.9309; 151 0.170395 3.2 12.0598;
152 -0.562726 3.2 12.0461; 153 0.971391 3.2 12.2328; 154 2.58433 3.2 11.734;
155 4.1718 3.2 12.2331; 156 2.57159 3.2 12.233; 157 5.64828 3.2 11.933;
158 5.65992 3.2 12.0365; 159 5.38719 3.2 11.9846; 160 5.77197 3.2 12.1082;
161 4.17811 3.2 11.7336; 162 0.990551 3.2 11.7345; 163 4.92273 3.2 11.986;
164 -0.616021 3.2 11.9839; 165 5.77194 3.2 11.9831; 166 -0.622416 3.2 12.1083;
167 -0.609625 3.2 11.8594; 168 5.77192 3.2 11.8581;
169 -9.15801e-006 4.2 -3.71254e-005; 170 -0.252366 4.2 4.90925;
171 -0.546665 4.2 10.6346; 172 5.77208 4.2 0.7709; 173 11.272 4.2 -0.436725;
174 11.272 4.2 1.50541; 175 16.772 4.2 0.297847; 176 31.1605 4.2 12.6862;
177 31.2232 4.2 10.6343; 178 31.3981 4.2 4.90963; 179 31.479 4.2 2.2619;
180 22.272 4.2 12.6854;
MEMBER INCIDENCES
1 27 1; 2 80 27; 3 80 171; 4 29 2; 5 81 29; 6 81 170; 7 30 3; 8 82 169;
9 82 30; 10 37 4; 11 37 83; 12 5 41; 13 86 41; 14 42 6; 15 87 42; 16 87 172;
17 44 7; 18 45 8; 19 46 9; 20 48 10; 21 89 44; 22 90 45; 23 91 46; 24 48 92;
25 89 173; 26 90 174; 27 52 11; 28 54 12; 29 55 13; 30 96 52; 31 54 98;
32 99 55; 33 96 175; 34 58 14; 35 60 15; 36 61 16; 37 64 17; 38 100 58;
39 60 102; 40 61 103; 41 64 106; 42 106 180; 43 100 124; 44 102 125; 45 66 18;
46 67 19; 47 109 66; 48 67 110; 49 109 127; 50 110 128; 51 71 20; 52 112 71;
53 112 176; 54 73 21; 55 73 114; 56 114 177; 57 75 22; 58 115 75; 59 115 178;
60 76 23; 61 116 76; 62 116 179; 200 24 25; 201 25 26; 202 26 27; 203 27 28;
204 28 29; 205 29 30; 206 25 35; 207 34 26; 208 27 33; 209 28 31; 210 29 32;
211 30 36; 212 32 31; 213 31 33; 214 36 32; 215 33 34; 216 34 35; 217 33 37;
218 38 34; 219 31 39; 220 35 40; 221 32 41; 222 36 42; 223 37 38; 224 39 37;
225 38 40; 226 41 39; 227 42 41; 228 43 40; 229 37 48; 230 49 38; 231 39 47;
232 41 46; 233 42 45; 234 49 43; 235 45 44; 236 45 46; 237 46 47; 238 47 48;
239 48 49; 240 50 43; 241 51 49; 242 44 52; 243 45 53; 244 46 54; 245 48 55;
246 47 56; 247 51 50; 248 55 51; 249 52 53; 250 53 54; 251 54 56; 252 56 55;
253 63 50; 254 62 51; 255 52 58; 256 53 59; 257 54 60; 258 56 57; 259 55 61;
260 60 57; 261 57 61; 262 58 59; 263 59 60; 264 62 61; 265 62 63; 266 63 64;
267 65 62; 268 57 68; 269 58 66; 270 59 66; 271 60 67; 272 61 69; 273 69 65;
274 66 67; 275 67 68; 276 68 69; 277 72 65; 278 69 73; 279 68 74; 280 67 75;
281 66 76; 282 71 70; 283 72 71; 284 73 72; 285 74 73; 286 75 74; 287 76 75;
300 77 78; 301 78 79; 302 79 80; 303 80 81; 304 81 82; 305 78 85; 306 79 84;
307 80 83; 308 81 86; 309 82 87; 310 83 84; 311 84 85; 312 86 83; 313 87 86;
314 88 85; 315 83 92; 316 93 84; 317 86 91; 318 87 90; 319 93 88; 320 90 89;
321 90 91; 322 91 92; 323 92 93; 324 94 88; 325 95 93; 326 89 96; 327 90 97;
328 91 98; 329 92 99; 330 95 94; 331 99 95; 332 96 97; 333 97 98; 334 98 99;
335 105 94; 336 104 95; 337 96 100; 338 97 101; 339 98 102; 340 99 103;
341 100 101; 342 101 102; 343 102 103; 344 104 103; 345 104 105; 346 105 106;
347 103 107; 348 108 104; 349 100 109; 350 101 109; 351 102 110; 352 107 108;
353 110 107; 354 109 110; 355 113 108; 356 107 114; 357 110 115; 358 109 116;
359 112 111; 360 113 112; 361 114 113; 362 115 114; 363 116 115; 400 124 125;
401 124 127; 402 125 128; 403 127 128;
ELEMENT INCIDENCES SHELL
63 152 78 166; 64 152 166 164; 65 149 164 167; 66 149 167 79; 67 149 152 164;
68 152 151 78; 69 149 151 152; 70 149 79 150; 71 149 150 151; 72 151 153 78;
73 150 79 162; 74 151 150 153; 75 150 162 153; 76 26 34 35 25; 77 27 33 34 26;
78 28 31 33 27; 79 29 32 31 28; 80 162 156 153; 81 30 36 32 29; 82 162 154 156;
83 80 83 84 79; 84 81 86 83 80; 85 82 87 86 81; 86 154 155 156; 87 154 161 155;
88 163 155 161; 89 33 37 38 34; 90 31 39 37 33; 91 34 38 40 35; 92 32 41 39 31;
93 36 42 41 32; 94 163 85 155; 95 163 161 84; 96 159 163 84; 97 159 85 163;
98 157 158 159; 99 157 159 84; 100 38 49 43 40; 101 37 48 49 38;
102 39 47 48 37; 103 41 46 47 39; 104 42 45 46 41; 105 49 51 50 43;
106 48 55 51 49; 107 44 52 53 45; 108 45 53 54 46; 109 46 54 56 47;
110 47 56 55 48; 111 139 140 52; 112 139 53 140; 113 139 133 53;
114 139 52 138; 115 133 134 53; 116 139 138 133; 117 133 138 134;
118 51 62 63 50; 119 55 61 62 51; 120 53 59 60 54; 121 54 60 57 56;
122 56 57 61 55; 123 137 134 138; 124 137 138 58; 125 137 59 134;
126 158 85 159; 127 157 165 158; 128 157 84 168; 129 157 168 165;
130 158 165 160; 131 158 160 85; 132 135 137 58; 133 84 93 88 85;
134 135 59 137; 135 83 92 93 84; 136 135 58 136; 137 86 91 92 83;
138 135 136 59; 139 61 69 65 62; 140 87 90 91 86; 141 60 67 68 57;
142 93 95 94 88; 143 57 68 69 61; 144 92 99 95 93; 145 69 73 72 65;
146 89 96 97 90; 147 68 74 73 69; 148 90 97 98 91; 149 91 98 99 92;
150 67 75 74 68; 151 66 76 75 67; 152 147 148 96; 153 147 97 148;
154 147 141 97; 155 147 96 146; 156 141 142 97; 157 147 146 141;
158 141 146 142; 159 95 104 105 94; 160 99 103 104 95; 161 97 101 102 98;
162 98 102 103 99; 163 145 142 146; 164 145 146 100; 165 145 101 142;
166 143 145 100; 167 143 101 145; 168 143 100 144; 169 143 144 101;
170 102 110 107 103; 171 110 115 114 107; 172 109 116 115 110;
START GROUP DEFINITION
FLOOR
_BALCONY1W 223 225 228 229 234 239 240 245 247 248 253 259 264 265 267 272 -
273 277 278 284
_BALCONY2W 215 TO 217 220 223 225
_HALLWAY1W 226 231 232 237 244 246 251 257 258 260 268 271 275
_HALLWAY2W 212 219 221 226
_HALLWAY2WS 261 268 272 276 278 279 285
_ROOMS2W 205 210 211 214 221 222 227 232 233 235 236 242 244 249 250 255 257 -
262 263 274 280 281 287
_ROOMS1W 203 208 209 213 217 219 224 229 231 238 245 246 252 258 259 261
_ROOMS1WS 275 279 280 286
_DECK2W 322 328 329 334 339 340 343 347 351 353 356 357 362 400 402
_DECK1W 301 302 305 307 310 311 314 315 319 323 324 329 TO 331 335 340 344 345
_HALLWAY1WS 204 209 210 212
_BALCONY1WS 201 202 206 208 215 216
_DECK1WS 354 357 358 363
_DECK2WS 303 304 307 309 315 318 321 322
_DECK2WZ 332 333 337 339 341 342
_DECK2SSTANK 320 321 326 328 332 333
ELEMENT
JOINT
GEOMETRY
END GROUP DEFINITION
ELEMENT PROPERTY
63 TO 172 THICKNESS 0.1
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC DUMMY
E 2.17185e+007
POISSON 0.17
ALPHA 1e-005
DAMP 0.05
G 9.28139e+006
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
300 303 TO 305 307 TO 315 317 TO 324 326 328 TO 335 337 339 TO 349 -
351 TO 363 PRIS YD 0.3 ZD 0.3
200 201 203 TO 206 208 TO 217 219 TO 229 231 TO 240 242 244 TO 253 255 257 -
258 TO 269 271 TO 287 301 302 PRIS YD 0.4 ZD 0.3
MEMBER PROPERTY AMERICAN
207 218 230 241 243 254 256 270 306 316 325 327 336 338 350 PRIS YD 0.2 ZD 0.2
1 TO 62 PRIS YD 0.25 ZD 0.3
MEMBER PROPERTY AMERICAN
202 PRIS YD 0.45 ZD 0.3
MEMBER PROPERTY AMERICAN
400 TO 403 PRIS YD 0.3 ZD 0.2
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 172 200 TO 206 208 TO 217 219 TO 229 231 TO 240 -
242 244 TO 253 255 257 TO 269 271 TO 287 300 TO 305 307 TO 315 317 TO 324 -
326 328 TO 335 337 339 TO 349 351 TO 363 400 TO 403
MATERIAL DUMMY MEMB 207 218 230 241 243 254 256 270 306 316 325 327 336 338 350
SUPPORTS
1 TO 23 FIXED
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 NA 1 NV 1
SELFWEIGHT 1
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0.88 0.99 1.18 1.19 HEIG 4 6.8 9.6 12.4
LOAD 1 LOADTYPE Seismic TITLE UBC LOAD @ X
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE UBC LOAD @ Z
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Wind TITLE WIND LOAD @ X
WIND LOAD X 1 TYPE 1 XR -0.819 31.479 YR -4 6.7 ZR -0.437 15.937
LOAD 4 LOADTYPE Wind TITLE WIND LOAD @ Z
WIND LOAD Z 1 TYPE 1
LOAD 5 LOADTYPE Dead TITLE DEAD LOAD
MEMBER LOAD
200 TO 205 208 211 217 222 229 233 242 245 259 TO 261 263 TO 266 269 274 281 -
282 TO 287 UNI GY -9.828
209 210 212 TO 214 219 221 224 231 232 235 236 238 250 252 258 275 -
279 UNI GY -7.596
300 302 TO 304 309 314 318 320 324 326 335 342 344 TO 347 349 354 356 TO 362 -
363 UNI GY -5.733
271 UNI GY -34.25
235 UNI GY -43.08
FLOOR LOAD
_BALCONY2W FLOAD -7.956 GY
FLOOR LOAD
_HALLWAY2W FLOAD -7.956 GY
_HALLWAY2WS FLOAD -7.956 GY
FLOOR LOAD
_ROOMS1W FLOAD -7.956 GY
FLOOR LOAD
_DECK2W FLOAD -2.4 GY
FLOOR LOAD
_BALCONY2W FLOAD -7.956 GY
_ROOMS2W FLOAD -7.956 GY
ONEWAY LOAD
_BALCONY1W ONE -7.956 GY
_BALCONY1WS ONE -7.956 GY
_HALLWAY1W ONE -7.956 GY
_HALLWAY1WS ONE -7.956 GY
_DECK1WS ONE -2.4 GY
_DECK1W ONE -2.4 GY
MEMBER LOAD
320 UNI GY -9.936
FLOOR LOAD
_DECK2WS FLOAD -2.4 GY
_DECK2WZ FLOAD -2.4 GY
_DECK2SSTANK FLOAD -12.999 GY
MEMBER LOAD
344 347 348 352 355 356 361 400 TO 403 UNI GY -1
SELFWEIGHT Y -1
LOAD 6 LOADTYPE Live TITLE LIVE LOAD
FLOOR LOAD
_BALCONY2W FLOAD -10.44 GY
_ROOMS2W FLOAD -6.84 GY
FLOOR LOAD
_ROOMS1W FLOAD -6.84 GY
FLOOR LOAD
_HALLWAY2W FLOAD -6.84 GY
_HALLWAY2WS FLOAD -6.84 GY
FLOOR LOAD
_DECK2W FLOAD -3.99 GY
ONEWAY LOAD
_BALCONY1W ONE -10.44 GY
_DECK1WS ONE -3.99 GY
_DECK1W ONE -3.99 GY
_HALLWAY1W ONE -6.84 GY
_HALLWAY1WS ONE -6.84 GY
_BALCONY1WS ONE -10.44 GY
MEMBER LOAD
235 UNI GY -20.46
320 UNI GY -3.2
FLOOR LOAD
_DECK2WS FLOAD -3.99 GY
_DECK2WZ FLOAD -3.99 GY
_DECK2SSTANK FLOAD -6.09 GY
_ROOMS1WS FLOAD -6.84 GY
LOAD COMB 7 COMBINATION LOAD CASE 7
5 1.0 6 1.0
LOAD COMB 8 COMBINATION LOAD CASE 8
5 1.2 6 1.6
PERFORM ANALYSIS
LOAD LIST 5 6
START CONCRETE DESIGN
CODE ACI
FC 20670 MEMB 1 TO 62 76 TO 79 81 83 TO 85 89 TO 93 100 TO 110 118 TO 122 -
133 135 137 139 TO 151 159 TO 162 170 TO 172 200 TO 248 250 TO 254 -
257 TO 261 263 TO 287 300 302 TO 304 307 TO 310 312 TO 331 333 TO 336 339 -
340 342 TO 363 400 TO 403
FYMAIN 275000 MEMB 1 TO 62 76 TO 79 81 83 TO 85 89 TO 93 100 TO 110 -
118 TO 122 133 135 137 139 TO 151 159 TO 162 170 TO 172 200 TO 248 -
250 TO 254 257 TO 261 263 TO 287 300 302 TO 304 307 TO 310 312 TO 331 333 -
334 TO 336 339 340 342 TO 363 400 TO 403
FYSEC 230000 MEMB 1 TO 62 200 TO 248 250 TO 254 257 TO 261 263 TO 287 300 -
302 TO 304 307 TO 310 312 TO 331 333 TO 336 339 340 342 TO 363 400 TO 403
MINMAIN 16 MEMB 1 TO 62 200 TO 248 250 TO 254 257 TO 261 263 TO 287 300 302 -
303 TO 304 307 TO 310 312 TO 331 333 TO 336 339 340 342 TO 363 400 TO 403
MINSEC 10 MEMB 1 TO 62 200 TO 248 250 TO 254 257 TO 261 263 TO 287 300 302 -
303 TO 304 307 TO 310 312 TO 331 333 TO 336 339 340 342 TO 363 400 TO 403
TRACK 2 MEMB 1 TO 62 200 TO 248 250 TO 254 257 TO 261 263 TO 287 300 -
302 TO 304 307 TO 310 312 TO 331 333 TO 336 339 340 342 TO 363 400 TO 403
DESIGN BEAM 46 200 TO 248 250 TO 254 257 TO 261 263 TO 287 300 302 TO 304 -
307 TO 310 312 TO 331 333 TO 336 339 340 342 TO 363 400 TO 403
DESIGN COLUMN 1 TO 62
DESIGN ELEMENT 76 TO 79 81 83 TO 85 89 TO 93 100 TO 110 118 TO 122 133 135 -
137 139 TO 151 159 TO 162 170 TO 172
CONCRETE TAKE
END CONCRETE DESIGN
PRINT PROBLEM STATISTICS
PRINT ELEMENT INFORMATION LIST 76 TO 79 81 83 TO 85 89 TO 93 100 TO 110 118 -
119 TO 122 133 135 137 139 TO 151 159 TO 162 170 TO 172
PRINT MATERIAL PROPERTIES LIST 1 TO 62 200 TO 248 250 TO 254 257 TO 261 263 -
264 TO 287 300 302 TO 304 307 TO 310 312 TO 331 333 TO 336 339 340 -
342 TO 363 400 TO 403
PDELTA ANALYSIS SMALLDELTA
LOAD LIST ALL
PRINT SUPPORT REACTION LIST 1 TO 23
PRINT ELEMENT FORCE LIST 76 TO 79 81 83 TO 85 89 TO 93 100 TO 110 118 TO 122 -
133 135 137 139 TO 151 159 TO 162 170 TO 172
PRINT STORY DRIFT
FINISH

Check the answer posted here: https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/169272/warning-fx-fy-fz-wind-forces-3-0742e-01-0-0000e-00-0-0000e-00-at-coordinates-1-1272e-01-3-2000e-00--5-2478e-05-ignored

THANK YOU VERY MUCH SIR!

THANK YOU VERY MUCH SIR!