konathala kiran's Activities

LONG TIME ANALYSIS

konathala kiran — Fri, 28 Jul 2023 10:00:59 GMT

Dear sir,

Greetings of the day.

I'm trying to analyze the structure but it took very long time. Analysis structing at start concrete design. Attached photograph for reference.

ERROR IN SHEAR WALL DESIGN

konathala kiran — Mon, 23 Mar 2020 08:08:03 GMT

CAN ANYONE HELP ME HOW TO RECTIFY SLENDERNESS RATIO EXCEEDS MAXIMUM LIMIT IN SHEAR WALL DESIGN...?

STATIC CHECK RESULTS

konathala kiran — Sat, 14 Sep 2019 05:53:00 GMT

HOW TO EXTRACT STATIC CHECK RESULTS IN STAAD PRO

SYNTAX ERROR IN SHEAR WALL DESIGN

konathala kiran — Thu, 08 Apr 2021 07:57:05 GMT

Dear Sir/Madam,

Greetings of the day,

while designing shear wall, i have syntax error in my analysis. Can anyone help me to rectify the error....?

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 07-Apr-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.51 0 0; 3 8.71 0 0; 4 13.41 0 0; 5 18.11 0 0; 6 22.81 0 0;
7 25.525 0 0; 8 29.255 0 0; 9 32.77 0 0; 10 0 0 4.75; 11 3.51 0 4.75;
17 29.255 0 4.75; 18 32.77 0 4.75; 20 3.51 0 7.15; 21 8.71 0 7.15;
22 13.41 0 7.15; 23 18.11 0 7.15; 24 22.81 0 7.15; 25 25.525 0 7.15;
26 29.255 0 7.15; 28 0 0 9.9; 29 3.51 0 9.9; 30 8.71 0 9.9; 31 13.41 0 9.9;
32 18.11 0 9.9; 33 22.81 0 9.9; 34 25.525 0 9.9; 35 29.255 0 9.9;
36 32.77 0 9.9; 37 25.525 0 4.75; 38 0 5 0; 39 3.51 5 0; 40 8.71 5 0;
41 13.41 5 0; 42 18.11 5 0; 43 22.81 5 0; 44 25.525 5 0; 45 29.255 5 0;
46 32.77 5 0; 47 0 5 4.75; 48 3.51 5 4.75; 49 29.255 5 4.75; 50 32.77 5 4.75;
51 3.51 5 7.15; 52 8.71 5 7.15; 53 13.41 5 7.15; 54 18.11 5 7.15;
55 22.81 5 7.15; 56 25.525 5 7.15; 57 29.255 5 7.15; 58 0 5 9.9; 59 3.51 5 9.9;
60 8.71 5 9.9; 61 13.41 5 9.9; 62 18.11 5 9.9; 63 22.81 5 9.9; 64 25.525 5 9.9;
65 29.255 5 9.9; 66 32.77 5 9.9; 67 25.525 5 4.75; 68 0 10 0; 69 3.51 10 0;
70 8.71 10 0; 71 13.41 10 0; 72 18.11 10 0; 73 22.81 10 0; 74 25.525 10 0;
75 29.255 10 0; 76 32.77 10 0; 77 0 10 4.75; 78 3.51 10 4.75;
79 29.255 10 4.75; 80 32.77 10 4.75; 81 3.51 10 7.15; 82 8.71 10 7.15;
83 13.41 10 7.15; 84 18.11 10 7.15; 85 22.81 10 7.15; 86 25.525 10 7.15;
87 29.255 10 7.15; 88 0 10 9.9; 89 3.51 10 9.9; 90 8.71 10 9.9;
91 13.41 10 9.9; 92 18.11 10 9.9; 93 22.81 10 9.9; 94 25.525 10 9.9;
95 29.255 10 9.9; 96 32.77 10 9.9; 97 25.525 10 4.75; 98 0 -2.5 0;
99 3.51 -2.5 0; 100 8.71 -2.5 0; 101 13.41 -2.5 0; 102 18.11 -2.5 0;
103 22.81 -2.5 0; 104 25.525 -2.5 0; 105 29.255 -2.5 0; 106 32.77 -2.5 0;
107 0 -2.5 4.75; 108 3.51 -2.5 4.75; 109 29.255 -2.5 4.75; 110 32.77 -2.5 4.75;
111 3.51 -2.5 7.15; 112 8.71 -2.5 7.15; 113 13.41 -2.5 7.15;
114 18.11 -2.5 7.15; 115 22.81 -2.5 7.15; 116 25.525 -2.5 7.15;
117 29.255 -2.5 7.15; 118 0 -2.5 9.9; 119 3.51 -2.5 9.9; 120 8.71 -2.5 9.9;
121 13.41 -2.5 9.9; 122 18.11 -2.5 9.9; 123 22.81 -2.5 9.9;
125 29.255 -2.5 9.9; 126 32.77 -2.5 9.9; 127 25.525 -2.5 4.75;
128 32.77 10 4.45; 129 32.77 11 4.45; 130 32.77 10.3333 1.48333;
131 32.77 10.6667 2.96667; 132 32.77 10.6667 6.26667;
133 32.77 10.3333 8.08333; 134 32.77 10 6.26667; 135 32.77 10 8.08333;
136 32.77 10 2.96667; 137 32.77 10 1.48333; 138 29.255 10 4.45;
139 29.255 11 4.45; 140 29.255 10.3333 1.48333; 141 29.255 10.6667 2.96667;
142 29.255 10.6667 6.26667; 143 29.255 10.3333 8.08333; 144 29.255 10 6.26667;
145 29.255 10 8.08333; 146 29.255 10 2.96667; 147 29.255 10 1.48333;
148 25.525 10 4.45; 149 25.525 11 4.45; 150 25.525 10.3333 1.48333;
151 25.525 10.6667 2.96667; 152 25.525 10.6667 6.26667;
153 25.525 10.3333 8.08333; 154 25.525 10 6.26667; 155 25.525 10 8.08333;
156 25.525 10 2.96667; 157 25.525 10 1.48333; 158 22.81 10 4.75;
159 22.81 10 4.45; 160 22.81 11 4.45; 161 22.81 10.3333 1.48333;
162 22.81 10.6667 2.96667; 163 22.81 10.6667 6.26667;
164 22.81 10.3333 8.08333; 165 22.81 10 6.26667; 166 22.81 10 8.08333;
167 22.81 10 2.96667; 168 22.81 10 1.48333; 169 18.11 10 4.75;
170 18.11 10 4.45; 171 18.11 11 4.45; 172 18.11 10.3333 1.48333;
173 18.11 10.6667 2.96667; 174 18.11 10.6667 6.26667;
175 18.11 10.3333 8.08333; 176 18.11 10 6.26667; 177 18.11 10 8.08333;
178 18.11 10 2.96667; 179 18.11 10 1.48333; 180 13.41 10 4.75;
181 13.41 10 4.45; 182 13.41 11 4.45; 183 13.41 10.3333 1.48333;
184 13.41 10.6667 2.96667; 185 13.41 10.6667 6.26667;
186 13.41 10.3333 8.08333; 187 13.41 10 6.26667; 188 13.41 10 8.08333;
189 13.41 10 2.96667; 190 13.41 10 1.48333; 191 8.71 10 4.75; 192 8.71 10 4.45;
193 8.71 11 4.45; 194 8.71 10.3333 1.48333; 195 8.71 10.6667 2.96667;
196 8.71 10.6667 6.26667; 197 8.71 10.3333 8.08333; 198 8.71 10 6.26667;
199 8.71 10 8.08333; 200 8.71 10 2.96667; 201 8.71 10 1.48333;
202 3.51 10 4.45; 203 3.51 11 4.45; 204 3.51 10.3333 1.48333;
205 3.51 10.6667 2.96667; 206 3.51 10.6667 6.26667; 207 3.51 10.3333 8.08333;
208 3.51 10 6.26667; 209 3.51 10 8.08333; 210 3.51 10 2.96667;
211 3.51 10 1.48333; 212 0 10 4.45; 213 0 11 4.45; 214 0 10.3333 1.48333;
215 0 10.6667 2.96667; 216 0 10.6667 6.26667; 217 0 10.3333 8.08333;
218 0 10 6.26667; 219 0 10 8.08333; 220 0 10 2.96667; 221 0 10 1.48333;
222 3.51 5 3.2; 223 8.71 5 3.2; 224 3.51 5 5.35; 225 8.71 5 5.35;
226 8.71 5 3.7; 227 13.41 5 3.7; 228 18.11 5 3.7; 229 8.71 5 4.95;
230 13.41 5 4.95; 231 18.11 5 4.95; 232 18.11 5 3.2; 233 22.81 5 3.2;
234 18.11 5 5.35; 235 22.81 5 5.35; 236 5.21 5 3.2; 237 5.21 5 5.35;
238 7.36 5 3.2; 239 7.36 5 5.35; 240 10.61 5 3.7; 241 10.61 5 4.95;
242 15.31 5 3.7; 243 15.31 5 4.95; 244 11.86 5 3.7; 245 11.86 5 4.95;
246 16.56 5 3.7; 247 16.56 5 4.95; 248 21.71 5 3.2; 249 21.71 5 5.35;
250 19.56 5 3.2; 251 19.56 5 5.35; 252 0 1.5 0; 253 3.51 1.5 0;
254 29.255 1.5 0; 255 32.77 1.5 0; 256 0 3 4.75; 257 3.51 3 4.75;
258 29.255 3 4.75; 259 32.77 3 4.75; 260 31.0125 0 4.75; 267 1.755 0 4.75;
268 0 5 1.2; 269 1.755 5 1.2; 270 29.255 5 1.2; 271 31.0125 5 1.2;
272 0 1.5 1.2; 273 1.755 1.5 1.2; 274 29.255 1.5 1.2; 275 31.0125 1.5 1.2;
276 3.51 5 1.2; 277 32.77 5 1.2; 278 3.51 1.5 1.2; 279 32.77 1.5 1.2;
280 0 3 3.55; 281 1.755 3 3.55; 282 29.255 3 3.55; 283 31.0125 3 3.55;
284 3.51 3 3.55; 285 32.77 3 3.55;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 1 10; 10 2 11;
11 3 21; 12 4 22; 13 5 23; 14 6 24; 15 7 37; 16 8 17; 17 9 18; 18 10 267;
25 17 260; 26 10 28; 27 11 20; 33 17 26; 34 18 36; 36 20 21; 37 21 22;
38 22 23; 39 23 24; 40 24 25; 41 25 26; 44 20 29; 45 21 30; 46 22 31; 47 23 32;
48 24 33; 49 25 34; 50 26 35; 52 28 29; 53 29 30; 54 30 31; 55 31 32; 56 32 33;
57 33 34; 58 34 35; 59 35 36; 60 37 25; 61 17 37; 62 1 252; 63 2 253; 64 3 40;
65 4 41; 66 5 42; 67 6 43; 68 7 44; 69 8 254; 70 9 255; 71 10 256; 72 11 257;
73 17 258; 74 18 259; 75 20 51; 76 21 52; 77 22 53; 78 23 54; 79 24 55;
80 25 56; 81 26 57; 82 28 58; 83 29 59; 84 30 60; 85 31 61; 86 32 62; 87 33 63;
89 35 65; 90 36 66; 91 37 67; 92 38 39; 93 39 40; 94 40 41; 95 41 42; 96 42 43;
97 43 44; 98 44 45; 99 45 46; 100 38 268; 101 39 276; 102 40 223; 103 41 227;
104 42 232; 105 43 233; 106 44 67; 107 45 270; 108 46 277; 109 47 48;
110 49 50; 111 47 58; 112 48 224; 113 49 57; 114 50 66; 115 51 52; 116 52 53;
117 53 54; 118 54 55; 119 55 56; 120 56 57; 121 51 59; 122 52 60; 123 53 61;
124 54 62; 125 55 63; 126 56 64; 127 57 65; 128 58 59; 129 59 60; 130 60 61;
131 61 62; 132 62 63; 133 63 64; 134 64 65; 135 65 66; 136 67 56; 137 49 67;
138 38 68; 139 39 69; 140 40 70; 141 41 71; 142 42 72; 143 43 73; 144 44 74;
145 45 75; 146 46 76; 147 47 77; 148 48 78; 149 49 79; 150 50 80; 151 51 81;
152 52 82; 153 53 83; 154 54 84; 155 55 85; 156 56 86; 157 57 87; 158 58 88;
159 59 89; 160 60 90; 161 61 91; 162 62 92; 163 63 93; 165 65 95; 166 66 96;
167 67 97; 168 68 69; 169 69 70; 170 70 71; 171 71 72; 172 72 73; 173 73 74;
174 74 75; 175 75 76; 176 68 221; 177 69 211; 178 70 201; 179 71 190;
180 72 179; 181 73 168; 184 76 137; 187 77 218; 188 78 208; 190 80 134;
191 81 82; 192 82 83; 193 83 84; 194 84 85; 204 88 89; 205 89 90; 206 90 91;
207 91 92; 208 92 93; 209 93 94; 210 94 95; 211 95 96; 214 1 98; 215 2 99;
216 3 100; 217 4 101; 218 5 102; 219 6 103; 220 7 104; 221 8 105; 222 9 106;
223 10 107; 224 11 108; 225 17 109; 226 18 110; 227 20 111; 228 21 112;
229 22 113; 230 23 114; 231 24 115; 232 25 116; 233 26 117; 234 28 118;
235 29 119; 236 30 120; 237 31 121; 238 32 122; 239 33 123; 241 35 125;
242 36 126; 243 37 127; 244 128 80; 245 128 129; 246 76 130; 247 129 132;
248 130 131; 249 131 129; 250 132 133; 251 133 96; 252 134 135; 253 132 134;
254 135 96; 255 133 135; 256 136 128; 257 131 136; 258 137 136; 259 130 137;
260 130 136; 261 131 128; 262 132 128; 263 133 134; 264 75 147; 265 79 144;
266 138 79; 267 138 139; 268 75 140; 269 139 142; 270 140 141; 271 141 139;
272 142 143; 273 143 95; 274 144 145; 275 142 144; 276 145 95; 277 143 145;
278 146 138; 279 141 146; 280 147 146; 281 140 147; 282 140 146; 283 141 138;
284 142 138; 285 143 144; 286 74 157; 287 97 154; 288 148 97; 289 148 149;
290 74 150; 291 149 152; 292 150 151; 293 151 149; 294 152 153; 295 153 94;
296 154 155; 297 152 154; 298 155 94; 299 153 155; 300 156 148; 301 151 156;
302 157 156; 303 150 157; 304 150 156; 305 151 148; 306 152 148; 307 153 154;
308 158 165; 309 159 158; 310 165 85; 311 167 159; 312 168 167; 313 159 160;
314 73 161; 315 160 163; 316 161 162; 317 162 160; 318 163 164; 319 164 93;
320 165 166; 321 163 165; 322 166 93; 323 164 166; 324 162 167; 325 161 168;
326 161 167; 327 162 159; 328 163 159; 329 164 165; 330 169 176; 331 170 169;
332 176 84; 333 178 170; 334 179 178; 335 170 171; 336 72 172; 337 171 174;
338 172 173; 339 173 171; 340 174 175; 341 175 92; 342 176 177; 343 174 176;
344 177 92; 345 175 177; 346 173 178; 347 172 179; 348 172 178; 349 173 170;
350 174 170; 351 175 176; 352 180 187; 353 181 180; 354 187 83; 355 189 181;
356 190 189; 357 181 182; 358 71 183; 359 182 185; 360 183 184; 361 184 182;
362 185 186; 363 186 91; 364 187 188; 365 185 187; 366 188 91; 367 186 188;
368 184 189; 369 183 190; 370 183 189; 371 184 181; 372 185 181; 373 186 187;
374 191 198; 375 192 191; 376 198 82; 377 200 192; 378 201 200; 379 192 193;
380 70 194; 381 193 196; 382 194 195; 383 195 193; 384 196 197; 385 197 90;
386 198 199; 387 196 198; 388 199 90; 389 197 199; 390 195 200; 391 194 201;
392 194 200; 393 195 192; 394 196 192; 395 197 198; 396 202 78; 397 208 81;
398 210 202; 399 211 210; 400 202 203; 401 69 204; 402 203 206; 403 204 205;
404 205 203; 405 206 207; 406 207 89; 407 208 209; 408 206 208; 409 209 89;
410 207 209; 411 205 210; 412 204 211; 413 204 210; 414 205 202; 415 206 202;
416 207 208; 417 212 77; 418 218 219; 419 219 88; 420 220 212; 421 221 220;
422 212 213; 423 68 214; 424 213 216; 425 214 215; 426 215 213; 427 216 217;
428 217 88; 429 216 218; 430 217 219; 431 215 220; 432 214 221; 433 214 220;
434 215 212; 435 216 212; 436 217 218; 453 222 48; 454 223 226; 455 222 236;
456 224 51; 457 225 52; 458 224 237; 459 226 229; 460 227 230; 461 226 240;
462 228 231; 463 227 242; 464 229 225; 465 230 53; 466 229 241; 467 231 234;
468 230 243; 469 232 228; 470 233 235; 471 232 250; 472 234 54; 473 235 55;
474 234 251; 475 236 238; 476 237 239; 477 238 223; 478 239 225; 479 236 237;
480 238 239; 481 240 244; 482 241 245; 483 240 241; 484 242 246; 485 243 247;
486 242 243; 487 244 227; 488 245 230; 489 244 245; 490 246 228; 491 247 231;
492 246 247; 493 248 233; 494 249 235; 495 248 249; 496 250 248; 497 251 249;
498 250 251; 499 213 203; 500 203 193; 501 193 182; 502 182 171; 503 171 160;
504 160 149; 505 149 139; 506 139 129; 507 252 38; 508 253 39; 509 254 45;
510 255 46; 511 256 47; 512 257 48; 513 258 49; 514 259 50; 515 252 253;
516 256 257; 517 254 255; 518 258 259; 519 260 18; 526 267 11; 527 268 47;
529 270 49; 533 276 222; 535 277 50;
ELEMENT INCIDENCES SHELL
437 88 213 203 89; 438 89 203 193 90; 439 90 193 182 91; 440 91 182 171 92;
441 92 171 160 93; 442 93 160 149 94; 443 94 149 139 95; 444 95 139 129 96;
445 139 75 76 129; 446 149 74 75 139; 447 160 73 74 149; 448 171 72 73 160;
449 182 71 72 171; 450 193 70 71 182; 451 203 69 70 193; 452 213 68 69 203;
543 10 272 273 267; 544 272 252 253 278; 545 273 281 284 278;
546 280 284 257 256; 547 280 268 269 281; 548 268 38 39 276;
549 17 274 275 260; 550 274 254 255 279; 551 275 283 285 279;
552 282 285 259 258; 553 282 270 271 283; 554 270 45 46 277;
SURFACE INCIDENCE
99 2 11 108 SURFACE 1
108 11 20 111 SURFACE 2
2 39 48 11 SURFACE 3
39 69 78 48 SURFACE 4
48 78 81 51 SURFACE 5
11 48 51 20 SURFACE 6
100 3 21 112 SURFACE 7
3 40 52 21 SURFACE 8
40 70 82 52 SURFACE 9
101 4 22 113 SURFACE 10
4 41 53 22 SURFACE 11
41 71 83 53 SURFACE 12
102 5 23 114 SURFACE 13
5 42 54 23 SURFACE 14
42 72 84 54 SURFACE 15
103 6 24 115 SURFACE 16
6 43 55 24 SURFACE 17
43 73 85 55 SURFACE 18
111 20 21 112 SURFACE 19
20 51 52 21 SURFACE 20
51 81 82 52 SURFACE 21
112 21 22 113 SURFACE 22
21 52 53 22 SURFACE 23
52 82 83 53 SURFACE 24
113 22 23 114 SURFACE 25
22 53 54 23 SURFACE 26
53 83 84 54 SURFACE 27
114 23 24 115 SURFACE 28
23 54 55 24 SURFACE 29
54 84 85 55 SURFACE 30
ELEMENT PROPERTY
437 TO 452 THICKNESS 0.01
543 TO 554 THICKNESS 0.125
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 STAINLESSSTEEL
E 1.9793e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.8e-005
DAMP 0.03
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
62 68 TO 71 73 74 80 82 TO 87 89 TO 91 138 144 TO 147 149 150 156 158 TO 163 -
165 TO 167 214 220 TO 223 225 226 232 234 TO 239 241 TO 243 507 509 TO 511 -
513 514 PRIS YD 0.3 ZD 0.45
1 TO 18 25 TO 27 33 34 36 TO 41 44 TO 50 52 TO 61 92 TO 137 168 TO 181 184 -
187 188 190 204 TO 211 244 252 254 256 258 264 TO 266 274 276 278 280 286 -
287 TO 288 296 298 300 302 308 309 311 312 320 322 330 331 333 334 342 344 -
352 353 355 356 364 366 374 375 377 378 386 388 396 398 399 407 409 -
417 TO 421 453 454 456 457 459 460 462 464 465 467 469 470 472 473 -
515 TO 519 526 527 529 533 535 PRIS YD 0.45 ZD 0.3
63 TO 67 72 75 TO 79 81 139 TO 143 148 151 TO 155 157 191 TO 194 215 TO 219 -
224 227 TO 231 233 310 332 354 376 397 508 512 PRIS YD 0.2 ZD 0.2
MEMBER PROPERTY INDIAN
245 TO 251 253 255 257 259 TO 263 267 TO 273 275 277 279 281 TO 285 -
289 TO 295 297 299 301 303 TO 307 313 TO 319 321 323 TO 329 335 TO 341 343 -
345 TO 351 357 TO 363 365 367 TO 373 379 TO 385 387 389 TO 395 400 TO 406 -
408 410 TO 416 422 TO 436 499 TO 506 TABLE ST ISA100X75X6
479 480 483 486 489 492 495 498 TABLE ST ISMB200
455 458 461 463 466 468 471 474 TO 478 481 482 484 485 487 488 490 491 493 -
494 496 497 TABLE ST ISMB300
SURFACE PROPERTY
1 TO 30 THICKNESS 0.2
CONSTANTS
BETA 90 MEMB 84 TO 87 160 TO 163 236 TO 239
MATERIAL CONCRETE MEMB 1 TO 18 25 TO 27 33 34 36 TO 41 44 TO 50 52 TO 87 89 -
90 TO 163 165 TO 181 184 187 188 190 TO 194 204 TO 211 214 TO 239 241 TO 244 -
252 254 256 258 264 TO 266 274 276 278 280 286 TO 288 296 298 300 302 308 -
309 TO 312 320 322 330 TO 334 342 344 352 TO 356 364 366 374 TO 378 386 388 -
396 TO 399 407 409 417 TO 421 453 454 456 457 459 460 462 464 465 467 469 -
470 472 473 507 TO 519 526 527 529 533 535 543 TO 554
MATERIAL STAINLESSSTEEL MEMB 437 TO 452
MATERIAL STEEL MEMB 245 TO 251 253 255 257 259 TO 263 267 TO 273 275 277 279 -
281 TO 285 289 TO 295 297 299 301 303 TO 307 313 TO 319 321 323 TO 329 335 -
336 TO 341 343 345 TO 351 357 TO 363 365 367 TO 373 379 TO 385 387 -
389 TO 395 400 TO 406 408 410 TO 416 422 TO 436 455 458 461 463 466 468 471 -
474 TO 506
SURFACE CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
98 TO 123 125 TO 127 FIXED
MEMBER RELEASE
455 458 461 463 466 468 471 474 479 480 483 486 489 492 495 498 START MY MZ
477 TO 480 483 486 TO 495 498 END MY MZ
DEFINE 1893 LOAD
ZONE 0.1 RF 5 I 1 SS 2 ST 1
SELFWEIGHT 1
DEFINE WIND LOAD
TYPE 1 WIND 50
INT 1.7 HEIG 15
EXP 1 JOINT 1 TO 11 17 18 20 TO 26 28 TO 123 125 TO 235 240 TO 251 268 270 -
276 277
LOAD 1 LOADTYPE Seismic TITLE SL+X
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic TITLE SL-X
1893 LOAD X -1
LOAD 3 LOADTYPE Seismic TITLE SL+Z
1893 LOAD Z 1
LOAD 4 LOADTYPE Seismic TITLE SL-Z
1893 LOAD Z -1
LOAD 5 LOADTYPE Wind TITLE WL+X
WIND LOAD X 1 TYPE 1 YR 3 15
LOAD 6 LOADTYPE Wind TITLE WL-X
WIND LOAD X -1 TYPE 1 YR 3 15
LOAD 7 LOADTYPE Wind TITLE WL+Z
WIND LOAD Z 1 TYPE 1 YR 3 15
LOAD 8 LOADTYPE Wind TITLE WL-Z
WIND LOAD Z -1 TYPE 1 YR 3 15
LOAD 9 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
FLOOR LOAD
YRANGE 5 6 FLOAD -3.75 GY
MEMBER LOAD
1 TO 9 15 TO 17 26 33 34 40 41 44 50 52 TO 60 92 TO 100 106 TO 108 111 113 -
114 119 120 128 TO 137 527 529 535 UNI GY -18.63
SURFACE LOAD
1 TO 30 PR GY -3
ELEMENT LOAD
543 547 549 553 PR 5
545 551 PR -5
LOAD 10 LOADTYPE Live REDUCIBLE TITLE LL
FLOOR LOAD
YRANGE 5 15 FLOAD -5 GY
MEMBER LOAD
475 476 479 480 495 TO 498 CON GY -12.5 0.53
481 TO 486 489 492 CON GY -2.5 0.625
LOAD COMB 11 1.5[DL+LL]
9 1.5 10 1.5
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE INDIAN
FYLD 500000 MEMB 176 TO 181 184 187 188 190 244 TO 436 455 458 461 463 466 -
468 471 474 TO 506
CHECK CODE MEMB 176 TO 181 184 187 188 190 244 TO 436 455 458 461 463 466 -
468 471 474 TO 506
PARAMETER 2
CODE INDIAN
STEEL MEMBER TAKE OFF LIST 176 TO 181 184 187 188 190 244 TO 436 455 458 461 -
463 466 468 471 474 TO 506
PARAMETER 3
CODE INDIAN
STEEL TAKE OFF LIST 176 TO 181 184 187 188 190 244 TO 436 455 458 461 463 -
466 468 471 474 TO 506
START CONCRETE DESIGN
CODE INDIAN
CONCRETE TAKE
FYMAIN 500000 MEMB 1 TO 18 25 TO 27 33 34 36 TO 41 44 TO 50 52 TO 87 -
89 TO 163 165 TO 181 184 187 188 190 TO 194 204 TO 211 214 TO 239 -
241 TO 498 507 TO 519 526 527 529 533 535 543 TO 554
DESIGN BEAM 1 TO 18 25 TO 27 33 34 36 TO 41 44 TO 50 52 TO 61 92 TO 137 168 -
169 TO 175 191 TO 194 204 TO 211 453 454 456 457 459 460 462 464 465 467 469 -
470 472 473 515 TO 519 526 527 529 533 535
DESIGN COLUMN 62 TO 87 89 TO 91 138 TO 163 165 TO 167 214 TO 239 241 TO 243 -
507 TO 514
CONCRETE TAKE
FC 30000 MEMB 1 TO 18 25 TO 27 33 34 36 TO 41 44 TO 50 52 TO 87 89 TO 163 -
165 TO 175 191 TO 194 204 TO 211 214 TO 239 241 TO 243 453 454 456 457 459 -
460 462 464 465 467 469 470 472 473 507 TO 519 526 527 529 533 535 -
543 TO 554
END CONCRETE DESIGN
START PANEL DEFINITION
SURFACE 1 PANEL 1 WALL 3.51 -2.5 0 3.51 0 0 3.51 0 4.75 3.51 -2.5 4.75
SURFACE 2 PANEL 1 WALL 3.51 -2.5 4.75 3.51 0 4.75 3.51 0 7.15 3.51 -2.5 7.15
SURFACE 3 PANEL 1 WALL 3.51 0 0 3.51 5 0 3.51 5 4.75 3.51 0 4.75
SURFACE 4 PANEL 1 WALL 3.51 5 0 3.51 10 0 3.51 10 4.75 3.51 5 4.75
SURFACE 5 PANEL 1 WALL 3.51 5 4.75 3.51 10 4.75 3.51 10 7.15 3.51 5 7.15
SURFACE 6 PANEL 1 WALL 3.51 0 4.75 3.51 5 4.75 3.51 5 7.15 3.51 0 7.15
SURFACE 7 PANEL 1 WALL 8.71 -2.5 0 8.71 0 0 8.71 0 7.15 8.71 -2.5 7.15
SURFACE 8 PANEL 1 WALL 8.71 0 0 8.71 5 0 8.71 5 7.15 8.71 0 7.15
SURFACE 9 PANEL 1 WALL 8.71 5 0 8.71 10 0 8.71 10 7.15 8.71 5 7.15
SURFACE 10 PANEL 1 WALL 13.41 -2.5 0 13.41 0 0 13.41 0 7.15 13.41 -2.5 7.15
SURFACE 11 PANEL 1 WALL 13.41 0 0 13.41 5 0 13.41 5 7.15 13.41 0 7.15
SURFACE 12 PANEL 1 WALL 13.41 5 0 13.41 10 0 13.41 10 7.15 13.41 5 7.15
SURFACE 13 PANEL 1 WALL 18.11 0 0 18.11 0 7.15 18.11 -2.5 7.15 18.11 -2.5 0
SURFACE 14 PANEL 1 WALL 18.11 0 0 18.11 5 0 18.11 5 7.15 18.11 0 7.15
SURFACE 15 PANEL 1 WALL 18.11 5 0 18.11 10 0 18.11 10 7.15 18.11 5 7.15
SURFACE 16 PANEL 1 WALL 22.81 -2.5 0 22.81 0 0 22.81 0 7.15 22.81 -2.5 7.15
SURFACE 17 PANEL 1 WALL 22.81 0 0 22.81 5 0 22.81 5 7.15 22.81 0 7.15
SURFACE 18 PANEL 1 WALL 22.81 5 0 22.81 10 0 22.81 10 7.15 22.81 5 7.15
SURFACE 19 PANEL 1 WALL 3.51 0 7.15 8.71 0 7.15 8.71 -2.5 7.15 3.51 -2.5 7.15
SURFACE 20 PANEL 1 WALL 3.51 0 7.15 3.51 5 7.15 8.71 5 7.15 8.71 0 7.15
SURFACE 21 PANEL 1 WALL 3.51 5 7.15 3.51 10 7.15 8.71 10 7.15 8.71 5 7.15
SURFACE 22 PANEL 1 WALL 8.71 -2.5 7.15 8.71 0 7.15 13.41 0 7.15 13.41 -2.5 7.15
SURFACE 24 PANEL 1 WALL 8.71 5 7.15 8.71 10 7.15 13.41 10 7.15 13.41 5 7.15
SURFACE 25 PANEL 1 WALL 13.41 0 7.15 18.11 0 7.15 18.11 -2.5 7.15 13.41 -2.5 7.15
SURFACE 26 PANEL 1 WALL 13.41 0 7.15 13.41 5 7.15 18.11 5 7.15 18.11 0 7.15
SURFACE 27 PANEL 1 WALL 13.41 5 7.15 13.41 10 7.15 18.11 10 7.15 18.11 5 7.15
SURFACE 28 PANEL 1 WALL 18.11 -2.5 7.15 18.11 0 7.15 22.81 0 7.15 22.81 -2.5 7.15
SURFACE 29 PANEL 1 WALL 18.11 0 7.15 18.11 5 7.15 22.81 5 7.15 22.81 0 7.15
SURFACE 30 PANEL 1 WALL 18.11 5 7.15 18.11 10 7.15 22.81 10 7.15 22.81 5 7.15
SURFACE 23 PANEL 1 WALL 8.71 0 7.15 8.71 5 7.15 13.41 5 7.15 13.41 0 7.15
START SHEARWALL DESIGN
CODE INDIAN
CLEAR 0.025 ALL
FC 30000 ALL
FYMAIN 500000 ALL
TRACK 1
TWO 1 ALL
DESIGN SHEARWALL ALL
END SHEARWALL DESIGN
FINISH

Negative Reinforcement

konathala kiran — Fri, 27 Nov 2020 11:51:46 GMT

while designing the model, more negative reinforcement at top in the output. so how can i reduce the reinforcement ?

NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.

Erx Bandigan — Thu, 23 Feb 2017 05:04:47 GMT

Hi, I recently just started using staad and this error message " NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED." is shown. Can you suggest some solutions?

Thank you! :)

This is the output file.

STAAD SPACE DXF IMPORT OF ERXNEWEST.DXF
START JOB INFORMATION
ENGINEER DATE 21-Feb-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 4 0; 2 4 4 0; 3 8 4 0; 4 12 4 0; 5 16 4 0; 6 0 4 -3; 7 4 4 -3; 8 8 4 -3;
9 12 4 -3; 10 16 4 -3; 11 0 4 -7; 12 4 4 -7; 13 8 4 -7; 14 12 4 -7; 15 16 4 -7;
16 0 4 -10; 17 4 4 -10; 18 8 4 -10; 19 12 4 -10; 20 16 4 -10; 21 4 7 0;
22 8 7 0; 23 12 7 0; 24 4 7 -3; 25 8 7 -3; 26 12 7 -3; 27 0 7 -3; 28 16 7 -3;
29 0 7 -7; 30 4 7 -7; 31 8 7 -7; 32 12 7 -7; 33 16 7 -7; 34 0 7 -10;
35 4 7 -10; 36 8 7 -10; 37 12 7 -10; 38 16 7 -10; 39 0 0 -10; 40 0 0 -7;
41 0 0 -3; 42 0 0 0; 43 4 0 -10; 44 4 0 -7; 45 4 0 -3; 46 4 0 0; 47 8 0 -10;
48 8 0 -7; 49 8 0 -3; 50 8 0 0; 51 12 0 0; 52 12 0 -3; 53 12 0 -7; 54 12 0 -10;
55 16 0 0; 56 16 0 -3; 57 16 0 -7; 58 16 0 -10;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 1 6; 6 2 7; 7 3 8; 8 4 9; 9 5 10; 10 6 7; 11 7 8;
12 8 9; 13 9 10; 14 6 11; 15 7 12; 16 8 13; 17 9 14; 18 10 15; 19 11 12;
20 12 13; 21 13 14; 22 14 15; 23 11 16; 24 12 17; 25 13 18; 26 14 19; 27 15 20;
28 16 17; 29 17 18; 30 18 19; 31 19 20; 32 21 22; 33 22 23; 34 21 24; 35 22 25;
36 23 26; 37 27 24; 38 24 25; 39 25 26; 40 26 28; 41 27 29; 42 24 30; 43 25 31;
44 26 32; 45 28 33; 46 29 30; 47 30 31; 48 31 32; 49 32 33; 50 29 34; 51 30 35;
52 31 36; 53 32 37; 54 33 38; 55 34 35; 56 35 36; 57 36 37; 58 37 38; 59 16 39;
60 34 16; 61 11 40; 62 6 41; 63 1 42; 64 43 17; 65 44 12; 66 45 7; 67 2 46;
68 47 18; 69 48 13; 70 49 8; 71 50 3; 72 51 4; 73 52 9; 74 53 14; 75 54 19;
76 55 5; 77 56 10; 78 15 57; 79 20 58; 80 29 11; 81 6 27; 82 17 35; 83 12 30;
84 7 24; 85 2 21; 86 18 36; 87 13 31; 88 8 25; 89 3 22; 90 19 37; 91 14 32;
92 9 26; 93 4 23; 94 20 38; 95 15 33; 96 10 28;
START GROUP DEFINITION
FLOOR
_2F1 1 2 5 TO 7 10 11 14 TO 16 19 20 24 25 29
_2F2 3 4 7 TO 9 12 13 16 TO 18 21 22 25 TO 27 30 31
_ROOF 32 TO 34 36 37 40 TO 42 44 TO 58
END GROUP DEFINITION
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
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 58 PRIS YD 0.5 ZD 0.3
59 TO 96 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
39 TO 58 PINNED
SLAVE ZX MASTER 13 JOINT 1 TO 12 14 TO 20
SLAVE ZX MASTER 31 JOINT 24 26 TO 30 32 TO 38
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 5 NA 1 NV 1
LOAD 1 LOADTYPE Seismic TITLE EQX
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE EQZ
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
FLOOR LOAD
_2F1 FLOAD -5 GY
_2F2 FLOAD -5 GY
_ROOF FLOAD -3 GY
MEMBER LOAD
1 TO 31 UNI GY -13
15 16 20 TO 22 24 UNI GY -9.9
LOAD 4 LOADTYPE Live TITLE LL
FLOOR LOAD
_2F1 FLOAD -2.4 GY
_2F2 FLOAD -4.8 GY
LOAD COMB 5 1.2DL + 1.6LL
3 1.2 4 1.6
LOAD COMB 6 1.2DL + 1.0LL + 1EQX+
3 1.2 4 1.0 1 1.0
LOAD COMB 7 1.2DL + 1.0LL + 1EQX-
3 1.2 4 1.0 1 -1.0
LOAD COMB 8 1.2DL + 1.0LL + 1EQZ+
3 1.2 4 1.0 1 1.0
LOAD COMB 9 1.2DL + 1.0LL + 1EQZ-
3 1.2 4 1.0 1 -1.0
SELFWEIGHT 1
FLOOR LOAD
_2F1 FLOAD 5
_2F2 FLOAD 5
_ROOF FLOAD 3
MEMBER LOAD
1 TO 31 UNI GY -13
15 16 20 TO 22 24 UNI GY -9.9
LOAD 1 LOADTYPE DEAD TITLE DL
FLOOR LOAD
_2F1 FLOAD -2.4 GY
_2F2 FLOAD -4.8 GY
PERFORM ANALYSIS
FINISH

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Sat, 14 Sep 2019 04:08:11 GMT

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