i got this warning why ( **WARNING-fx fy fz wind forces: 1.8428E+00 0.0000E+00 0.0000E+00) how to make ranges for the building.

maha abdelkarim — Wed, 01 Jun 2022 17:37:26 GMT

STAAD SPACE
START JOB INFORMATION
JOB COMMENT REVISED AS PER NG COMMENTS
ENGINEER DATE 01-Jun-22
END JOB INFORMATION
INPUT WIDTH 79
SET NL 500
UNIT METER KN
JOINT COORDINATES
1 -0.75 -1.5 -0.75; 2 -0.5 -1.5 -0.75; 3 0 -1.5 -0.75; 4 0.5 -1.5 -0.75;
5 0.75 -1.5 -0.75; 39 -0.75 -1.5 -0.5; 40 -0.5 -1.5 -0.5; 41 0 -1.5 -0.5;
42 0.5 -1.5 -0.5; 43 0.75 -1.5 -0.5; 77 -0.75 -1.5 0; 78 -0.5 -1.5 0;
79 0 -1.5 0; 80 0.5 -1.5 0; 81 0.75 -1.5 0; 115 -0.75 -1.5 0.5;
116 -0.5 -1.5 0.5; 117 0 -1.5 0.5; 118 0.5 -1.5 0.5; 119 0.75 -1.5 0.5;
153 -0.75 -1.5 0.75; 154 -0.5 -1.5 0.75; 155 0 -1.5 0.75; 156 0.5 -1.5 0.75;
157 0.75 -1.5 0.75; 1860 0 0 0; 2070 0 4.4 0; 2072 11.175 4.4 0; 2105 0 0 6.4;
2108 0 4.4 6.4; 2197 0 -1.5 3.4; 2198 0 0 3.4; 2199 0 4.4 3.4;
2203 4.01 -1.5 6.4; 2204 4.01 0 6.4; 2205 4.01 4.4 6.4; 2208 11.175 4.4 6.4;
2209 7.44 -1.5 6.4; 2210 7.44 0 6.4; 2211 7.44 4.4 6.4; 2213 11.175 0 6.4;
2215 5.775 -1.5 0; 2216 5.775 0 0; 2217 5.775 4.4 0; 2218 7.44 -1.5 0;
2219 7.44 0 0; 2220 7.44 4.4 0; 2224 5.775 -1.5 3.4; 2225 5.775 0 3.4;
2226 5.775 4.4 3.4; 2227 7.44 -1.5 4.22; 2228 7.44 0 4.22; 2229 7.44 4.4 4.22;
2234 11.175 -1.5 0.6; 2235 11.175 0 0.6; 2236 11.175 4.4 0.6;
2237 11.175 4.4 4.22; 2239 5.775 4.4 6.4; 2240 -1.625 4.4 0;
2241 -1.625 4.4 3.4; 2242 -1.625 4.4 6.4; 2244 11.175 0 0; 2245 5.775 0 6.4;
2246 -1.625 0 3.4; 2247 0 -1.5 6.4; 2248 11.175 -1.5 6.4;
2249 11.175 -1.5 4.22; 2250 11.175 0 4.22; 2251 -1.625 0 6.4;
2253 5.025 -1.5 -0.5; 2254 5.275 -1.5 -0.5; 2255 5.275 -1.5 -0.75;
2256 5.025 -1.5 -0.75; 2257 5.025 -1.5 0; 2258 5.275 -1.5 0;
2259 5.025 -1.5 0.5; 2260 5.275 -1.5 0.5; 2261 5.025 -1.5 0.75;
2262 5.275 -1.5 0.75; 2263 5.775 -1.5 -0.5; 2264 5.775 -1.5 -0.75;
2265 5.775 -1.5 0.5; 2266 5.775 -1.5 0.75; 2267 6.275 -1.5 -0.5;
2268 6.275 -1.5 -0.75; 2269 6.275 -1.5 0; 2270 6.275 -1.5 0.5;
2271 6.275 -1.5 0.75; 2272 6.525 -1.5 -0.5; 2273 6.525 -1.5 -0.75;
2274 6.525 -1.5 0; 2275 6.525 -1.5 0.5; 2276 6.525 -1.5 0.75;
2277 6.69 -1.5 -0.5; 2278 6.94 -1.5 -0.5; 2279 6.94 -1.5 -0.75;
2280 6.69 -1.5 -0.75; 2281 6.69 -1.5 0; 2282 6.94 -1.5 0; 2283 6.69 -1.5 0.5;
2284 6.94 -1.5 0.5; 2285 6.69 -1.5 0.75; 2286 6.94 -1.5 0.75;
2287 7.44 -1.5 -0.5; 2288 7.44 -1.5 -0.75; 2289 7.44 -1.5 0.5;
2290 7.44 -1.5 0.75; 2291 7.94 -1.5 -0.5; 2292 7.94 -1.5 -0.75;
2293 7.94 -1.5 0; 2294 7.94 -1.5 0.5; 2295 7.94 -1.5 0.75; 2296 8.19 -1.5 -0.5;
2297 8.19 -1.5 -0.75; 2298 8.19 -1.5 0; 2299 8.19 -1.5 0.5;
2300 8.19 -1.5 0.75; 2301 -0.75 -1.5 2.9; 2302 -0.5 -1.5 2.9;
2303 -0.5 -1.5 2.65; 2304 -0.75 -1.5 2.65; 2305 -0.75 -1.5 3.4;
2306 -0.5 -1.5 3.4; 2307 -0.75 -1.5 3.9; 2308 -0.5 -1.5 3.9;
2309 -0.75 -1.5 4.15; 2310 -0.5 -1.5 4.15; 2311 0 -1.5 2.9; 2312 0 -1.5 2.65;
2313 0 -1.5 3.9; 2314 0 -1.5 4.15; 2315 0.5 -1.5 2.9; 2316 0.5 -1.5 2.65;
2317 0.5 -1.5 3.4; 2318 0.5 -1.5 3.9; 2319 0.5 -1.5 4.15; 2320 0.75 -1.5 2.9;
2321 0.75 -1.5 2.65; 2322 0.75 -1.5 3.4; 2323 0.75 -1.5 3.9;
2324 0.75 -1.5 4.15; 2325 5.025 -1.5 2.9; 2326 5.275 -1.5 2.9;
2327 5.275 -1.5 2.65; 2328 5.025 -1.5 2.65; 2329 5.025 -1.5 3.4;
2330 5.275 -1.5 3.4; 2331 5.025 -1.5 3.9; 2332 5.275 -1.5 3.9;
2333 5.025 -1.5 4.15; 2334 5.275 -1.5 4.15; 2335 5.775 -1.5 2.9;
2336 5.775 -1.5 2.65; 2337 5.775 -1.5 3.9; 2338 5.775 -1.5 4.15;
2339 6.275 -1.5 2.9; 2340 6.275 -1.5 2.65; 2341 6.275 -1.5 3.4;
2342 6.275 -1.5 3.9; 2343 6.275 -1.5 4.15; 2344 6.525 -1.5 2.9;
2345 6.525 -1.5 2.65; 2346 6.525 -1.5 3.4; 2347 6.525 -1.5 3.9;
2348 6.525 -1.5 4.15; 2349 6.69 -1.5 3.72; 2350 6.94 -1.5 3.72;
2351 6.94 -1.5 3.47; 2352 6.69 -1.5 3.47; 2353 6.69 -1.5 4.22;
2354 6.94 -1.5 4.22; 2355 6.69 -1.5 4.72; 2356 6.94 -1.5 4.72;
2357 6.69 -1.5 4.97; 2358 6.94 -1.5 4.97; 2359 7.44 -1.5 3.72;
2360 7.44 -1.5 3.47; 2361 7.44 -1.5 4.72; 2362 7.44 -1.5 4.97;
2363 7.94 -1.5 3.72; 2364 7.94 -1.5 3.47; 2365 7.94 -1.5 4.22;
2366 7.94 -1.5 4.72; 2367 7.94 -1.5 4.97; 2368 8.19 -1.5 3.72;
2369 8.19 -1.5 3.47; 2370 8.19 -1.5 4.22; 2371 8.19 -1.5 4.72;
2372 8.19 -1.5 4.97; 2373 10.425 -1.5 0.1; 2374 10.675 -1.5 0.1;
2375 10.675 -1.5 -0.15; 2376 10.425 -1.5 -0.15; 2377 10.425 -1.5 0.6;
2378 10.675 -1.5 0.6; 2379 10.425 -1.5 1.1; 2380 10.675 -1.5 1.1;
2381 10.425 -1.5 1.35; 2382 10.675 -1.5 1.35; 2383 11.175 -1.5 0.1;
2384 11.175 -1.5 -0.15; 2385 11.175 -1.5 1.1; 2386 11.175 -1.5 1.35;
2387 11.675 -1.5 0.1; 2388 11.675 -1.5 -0.15; 2389 11.675 -1.5 0.6;
2390 11.675 -1.5 1.1; 2391 11.675 -1.5 1.35; 2392 11.925 -1.5 0.1;
2393 11.925 -1.5 -0.15; 2394 11.925 -1.5 0.6; 2395 11.925 -1.5 1.1;
2396 11.925 -1.5 1.35; 2397 10.425 -1.5 3.72; 2398 10.675 -1.5 3.72;
2399 10.675 -1.5 3.47; 2400 10.425 -1.5 3.47; 2401 10.425 -1.5 4.22;
2402 10.675 -1.5 4.22; 2403 10.425 -1.5 4.72; 2404 10.675 -1.5 4.72;
2405 10.425 -1.5 4.97; 2406 10.675 -1.5 4.97; 2407 11.175 -1.5 3.72;
2408 11.175 -1.5 3.47; 2409 11.175 -1.5 4.72; 2410 11.175 -1.5 4.97;
2411 11.675 -1.5 3.72; 2412 11.675 -1.5 3.47; 2413 11.675 -1.5 4.22;
2414 11.675 -1.5 4.72; 2415 11.675 -1.5 4.97; 2416 11.925 -1.5 3.72;
2417 11.925 -1.5 3.47; 2418 11.925 -1.5 4.22; 2419 11.925 -1.5 4.72;
2420 11.925 -1.5 4.97; 2421 10.425 -1.5 5.9; 2422 10.675 -1.5 5.9;
2423 10.675 -1.5 5.65; 2424 10.425 -1.5 5.65; 2425 10.425 -1.5 6.4;
2426 10.675 -1.5 6.4; 2427 10.425 -1.5 6.9; 2428 10.675 -1.5 6.9;
2429 10.425 -1.5 7.15; 2430 10.675 -1.5 7.15; 2431 11.175 -1.5 5.9;
2432 11.175 -1.5 5.65; 2433 11.175 -1.5 6.9; 2434 11.175 -1.5 7.15;
2435 11.675 -1.5 5.9; 2436 11.675 -1.5 5.65; 2437 11.675 -1.5 6.4;
2438 11.675 -1.5 6.9; 2439 11.675 -1.5 7.15; 2440 11.925 -1.5 5.9;
2441 11.925 -1.5 5.65; 2442 11.925 -1.5 6.4; 2443 11.925 -1.5 6.9;
2444 11.925 -1.5 7.15; 2445 6.69 -1.5 5.9; 2446 6.94 -1.5 5.9;
2447 6.94 -1.5 5.65; 2448 6.69 -1.5 5.65; 2449 6.69 -1.5 6.4;
2450 6.94 -1.5 6.4; 2451 6.69 -1.5 6.9; 2452 6.94 -1.5 6.9;
2453 6.69 -1.5 7.15; 2454 6.94 -1.5 7.15; 2455 7.44 -1.5 5.9;
2456 7.44 -1.5 5.65; 2457 7.44 -1.5 6.9; 2458 7.44 -1.5 7.15;
2459 7.94 -1.5 5.9; 2460 7.94 -1.5 5.65; 2461 7.94 -1.5 6.4;
2462 7.94 -1.5 6.9; 2463 7.94 -1.5 7.15; 2464 8.19 -1.5 5.9;
2465 8.19 -1.5 5.65; 2466 8.19 -1.5 6.4; 2467 8.19 -1.5 6.9;
2468 8.19 -1.5 7.15; 2469 3.26 -1.5 5.9; 2470 3.51 -1.5 5.9;
2471 3.51 -1.5 5.65; 2472 3.26 -1.5 5.65; 2473 3.26 -1.5 6.4;
2474 3.51 -1.5 6.4; 2475 3.26 -1.5 6.9; 2476 3.51 -1.5 6.9;
2477 3.26 -1.5 7.15; 2478 3.51 -1.5 7.15; 2479 4.01 -1.5 5.9;
2480 4.01 -1.5 5.65; 2481 4.01 -1.5 6.9; 2482 4.01 -1.5 7.15;
2483 4.51 -1.5 5.9; 2484 4.51 -1.5 5.65; 2485 4.51 -1.5 6.4;
2486 4.51 -1.5 6.9; 2487 4.51 -1.5 7.15; 2488 4.76 -1.5 5.9;
2489 4.76 -1.5 5.65; 2490 4.76 -1.5 6.4; 2491 4.76 -1.5 6.9;
2492 4.76 -1.5 7.15; 2493 -0.75 -1.5 5.9; 2494 -0.5 -1.5 5.9;
2495 -0.5 -1.5 5.65; 2496 -0.75 -1.5 5.65; 2497 -0.75 -1.5 6.4;
2498 -0.5 -1.5 6.4; 2499 -0.75 -1.5 6.9; 2500 -0.5 -1.5 6.9;
2501 -0.75 -1.5 7.15; 2502 -0.5 -1.5 7.15; 2503 0 -1.5 5.9; 2504 0 -1.5 5.65;
2505 0 -1.5 6.9; 2506 0 -1.5 7.15; 2507 0.5 -1.5 5.9; 2508 0.5 -1.5 5.65;
2509 0.5 -1.5 6.4; 2510 0.5 -1.5 6.9; 2511 0.5 -1.5 7.15; 2512 0.75 -1.5 5.9;
2513 0.75 -1.5 5.65; 2514 0.75 -1.5 6.4; 2515 0.75 -1.5 6.9;
2516 0.75 -1.5 7.15; 2517 5.7863 0 3.5324; 2518 5.7863 4.4 3.5324;
2520 -1.625 0 0;
MEMBER INCIDENCES
172 2070 2217; 207 1860 2198; 308 79 1860; 309 1860 2070; 1112 2198 2105;
1113 2197 2198; 1115 2198 2199; 1118 2203 2204; 1119 2204 2205; 1122 2209 2210;
1123 2210 2211; 1127 2215 2216; 1128 2217 2220; 1129 2216 2217; 1131 2218 2219;
1133 2219 2220; 1136 2224 2225; 1137 2225 2226; 1138 2108 2205; 1139 2199 2226;
1140 2227 2228; 1141 2228 2229; 1144 2072 2236; 1145 2234 2235; 1146 2236 2237;
1147 2235 2236; 1148 2229 2237; 1150 2239 2211; 1151 2217 2226; 1152 2240 2070;
1153 2241 2199; 1154 2242 2108; 1155 2105 2204; 1156 2244 2235; 1157 2219 2228;
1158 2245 2210; 1159 2216 2225; 1160 2198 2225; 1161 2246 2198; 1163 2247 2105;
1164 2105 2108; 1165 2204 2245; 1166 2229 2211; 1167 2248 2213; 1168 2213 2208;
1169 2250 2213; 1170 2249 2250; 1171 2250 2237; 1172 2251 2105; 1174 2205 2239;
1175 2210 2213; 1176 2211 2208; 1177 2220 2229; 1178 2225 2245; 1179 2226 2239;
1180 2228 2210; 1181 2235 2250; 1182 2237 2208; 1183 2220 2072; 1360 2228 2250;
1361 1860 2216; 1362 2216 2219; 1364 2520 1860; 1365 2219 2244;
ELEMENT INCIDENCES SHELL
435 39 40 2 1; 436 77 78 40 39; 437 115 116 78 77; 438 153 154 116 115;
439 40 41 3 2; 440 78 79 41 40; 441 116 117 79 78; 442 154 155 117 116;
443 41 42 4 3; 444 79 80 42 41; 445 117 118 80 79; 446 155 156 118 117;
473 42 43 5 4; 474 80 81 43 42; 475 118 119 81 80; 476 156 157 119 118;
1184 2253 2254 2255 2256; 1185 2257 2258 2254 2253; 1186 2259 2260 2258 2257;
1187 2261 2262 2260 2259; 1188 2254 2263 2264 2255; 1189 2258 2215 2263 2254;
1190 2260 2265 2215 2258; 1191 2262 2266 2265 2260; 1192 2263 2267 2268 2264;
1193 2215 2269 2267 2263; 1194 2265 2270 2269 2215; 1195 2266 2271 2270 2265;
1196 2267 2272 2273 2268; 1197 2269 2274 2272 2267; 1198 2270 2275 2274 2269;
1199 2271 2276 2275 2270; 1200 2277 2278 2279 2280; 1201 2281 2282 2278 2277;
1202 2283 2284 2282 2281; 1203 2285 2286 2284 2283; 1204 2278 2287 2288 2279;
1205 2282 2218 2287 2278; 1206 2284 2289 2218 2282; 1207 2286 2290 2289 2284;
1208 2287 2291 2292 2288; 1209 2218 2293 2291 2287; 1210 2289 2294 2293 2218;
1211 2290 2295 2294 2289; 1212 2291 2296 2297 2292; 1213 2293 2298 2296 2291;
1214 2294 2299 2298 2293; 1215 2295 2300 2299 2294; 1216 2301 2302 2303 2304;
1217 2305 2306 2302 2301; 1218 2307 2308 2306 2305; 1219 2309 2310 2308 2307;
1220 2302 2311 2312 2303; 1221 2306 2197 2311 2302; 1222 2308 2313 2197 2306;
1223 2310 2314 2313 2308; 1224 2311 2315 2316 2312; 1225 2197 2317 2315 2311;
1226 2313 2318 2317 2197; 1227 2314 2319 2318 2313; 1228 2315 2320 2321 2316;
1229 2317 2322 2320 2315; 1230 2318 2323 2322 2317; 1231 2319 2324 2323 2318;
1232 2325 2326 2327 2328; 1233 2329 2330 2326 2325; 1234 2331 2332 2330 2329;
1235 2333 2334 2332 2331; 1236 2326 2335 2336 2327; 1237 2330 2224 2335 2326;
1238 2332 2337 2224 2330; 1239 2334 2338 2337 2332; 1240 2335 2339 2340 2336;
1241 2224 2341 2339 2335; 1242 2337 2342 2341 2224; 1243 2338 2343 2342 2337;
1244 2339 2344 2345 2340; 1245 2341 2346 2344 2339; 1246 2342 2347 2346 2341;
1247 2343 2348 2347 2342; 1248 2349 2350 2351 2352; 1249 2353 2354 2350 2349;
1250 2355 2356 2354 2353; 1251 2357 2358 2356 2355; 1252 2350 2359 2360 2351;
1253 2354 2227 2359 2350; 1254 2356 2361 2227 2354; 1255 2358 2362 2361 2356;
1256 2359 2363 2364 2360; 1257 2227 2365 2363 2359; 1258 2361 2366 2365 2227;
1259 2362 2367 2366 2361; 1260 2363 2368 2369 2364; 1261 2365 2370 2368 2363;
1262 2366 2371 2370 2365; 1263 2367 2372 2371 2366; 1264 2373 2374 2375 2376;
1265 2377 2378 2374 2373; 1266 2379 2380 2378 2377; 1267 2381 2382 2380 2379;
1268 2374 2383 2384 2375; 1269 2378 2234 2383 2374; 1270 2380 2385 2234 2378;
1271 2382 2386 2385 2380; 1272 2383 2387 2388 2384; 1273 2234 2389 2387 2383;
1274 2385 2390 2389 2234; 1275 2386 2391 2390 2385; 1276 2387 2392 2393 2388;
1277 2389 2394 2392 2387; 1278 2390 2395 2394 2389; 1279 2391 2396 2395 2390;
1280 2397 2398 2399 2400; 1281 2401 2402 2398 2397; 1282 2403 2404 2402 2401;
1283 2405 2406 2404 2403; 1284 2398 2407 2408 2399; 1285 2402 2249 2407 2398;
1286 2404 2409 2249 2402; 1287 2406 2410 2409 2404; 1288 2407 2411 2412 2408;
1289 2249 2413 2411 2407; 1290 2409 2414 2413 2249; 1291 2410 2415 2414 2409;
1292 2411 2416 2417 2412; 1293 2413 2418 2416 2411; 1294 2414 2419 2418 2413;
1295 2415 2420 2419 2414; 1296 2421 2422 2423 2424; 1297 2425 2426 2422 2421;
1298 2427 2428 2426 2425; 1299 2429 2430 2428 2427; 1300 2422 2431 2432 2423;
1301 2426 2248 2431 2422; 1302 2428 2433 2248 2426; 1303 2430 2434 2433 2428;
1304 2431 2435 2436 2432; 1305 2248 2437 2435 2431; 1306 2433 2438 2437 2248;
1307 2434 2439 2438 2433; 1308 2435 2440 2441 2436; 1309 2437 2442 2440 2435;
1310 2438 2443 2442 2437; 1311 2439 2444 2443 2438; 1312 2445 2446 2447 2448;
1313 2449 2450 2446 2445; 1314 2451 2452 2450 2449; 1315 2453 2454 2452 2451;
1316 2446 2455 2456 2447; 1317 2450 2209 2455 2446; 1318 2452 2457 2209 2450;
1319 2454 2458 2457 2452; 1320 2455 2459 2460 2456; 1321 2209 2461 2459 2455;
1322 2457 2462 2461 2209; 1323 2458 2463 2462 2457; 1324 2459 2464 2465 2460;
1325 2461 2466 2464 2459; 1326 2462 2467 2466 2461; 1327 2463 2468 2467 2462;
1328 2469 2470 2471 2472; 1329 2473 2474 2470 2469; 1330 2475 2476 2474 2473;
1331 2477 2478 2476 2475; 1332 2470 2479 2480 2471; 1333 2474 2203 2479 2470;
1334 2476 2481 2203 2474; 1335 2478 2482 2481 2476; 1336 2479 2483 2484 2480;
1337 2203 2485 2483 2479; 1338 2481 2486 2485 2203; 1339 2482 2487 2486 2481;
1340 2483 2488 2489 2484; 1341 2485 2490 2488 2483; 1342 2486 2491 2490 2485;
1343 2487 2492 2491 2486; 1344 2493 2494 2495 2496; 1345 2497 2498 2494 2493;
1346 2499 2500 2498 2497; 1347 2501 2502 2500 2499; 1348 2494 2503 2504 2495;
1349 2498 2247 2503 2494; 1350 2500 2505 2247 2498; 1351 2502 2506 2505 2500;
1352 2503 2507 2508 2504; 1353 2247 2509 2507 2503; 1354 2505 2510 2509 2247;
1355 2506 2511 2510 2505; 1356 2507 2512 2513 2508; 1357 2509 2514 2512 2507;
1358 2510 2515 2514 2509; 1359 2511 2516 2515 2510;
***************************************************************************
START GROUP DEFINITION
ELEMENT
*_SCREEDTHICKNESS 10145 TO 10155 10163 TO 10173 10176 TO 10188 11495 11496
MEMBER
_GRADE25 1155 1156 1158 1165 1169 1172 1175 1181 1361 1362 1364 1365
_GRADE20 207 1112 1157 1159 TO 1161 1178 1180 1360
_COL 308 309 1113 1115 1118 1119 1122 1123 1127 1129 1131 1133 1136 1137 1140 -
1141 1145 1147 1163 1164 1167 1168 1170 1171
_ROOFBEAM 172 1128 1138 1139 1144 1146 1148 1150 TO 1154 1166 1174 1176 1177 -
1179 1182 1183
GEOMETRY
JOINT
END GROUP DEFINITION
***************************************************************************
ELEMENT PROPERTY
435 TO 446 473 TO 476 1184 TO 1359 THICKNESS 0.3
***************************************************************************
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 24
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 28000
END DEFINE MATERIAL
***************************************************************************
MEMBER PROPERTY AMERICAN
308 309 1113 1115 1118 1119 1122 1123 1127 1129 1131 1133 1136 1137 1140 1141 -
1145 1147 1163 1164 1167 1168 1170 1171 PRIS YD 0.4 ZD 0.4
MEMBER PROPERTY AMERICAN
172 1128 1138 1139 1144 1146 1148 1150 TO 1154 1166 1174 1176 1177 1179 1182 -
1183 PRIS YD 0.7 ZD 0.25
1155 1156 1158 1165 1169 1172 1175 1181 1361 1362 1364 1365 PRIS YD 0.6 ZD 0.25
207 1112 1157 1159 TO 1161 1178 1180 1360 PRIS YD 0.6 ZD 0.2
****************************************************************************
CONSTANTS
BETA 90 MEMB 308 309 1113 1115 1118 1122 1127 1129 1131 1133 1136 1137 1140 -
1145 1163 1164 1167 1170
MATERIAL CONCRETE ALL
*****************************************************************************
*****************************************************************************
SUPPORTS
435 TO 446 473 TO 476 1184 TO 1359 PLATE MAT DIRECT Y SUBGRADE 20000 PRINT
MEMBER CRACKED
308 309 1113 1115 1118 1119 1122 1123 1127 1129 1131 1133 1136 1137 1140 1141 -
1145 1147 1163 1164 1167 1168 1170 -
1171 REDUCTION RIY 0.700000 RIZ 0.700000
172 207 1112 1128 1138 1139 1144 1146 1148 1150 TO 1161 1165 1166 1169 1172 -
1174 TO 1183 1360 1362 1365 REDUCTION RIY 0.350000 RIZ 0.350000
***************************************************************************
MEMBER RELEASE
1148 1360 START MY MZ
1148 1360 END MY MZ
SLAVE ZX MASTER 2517 JOINT 1860 2105 2198 2204 2210 2213 2216 2219 2225 2228 -
2235 2244 TO 2246 2250 2251 2520
SLAVE ZX MASTER 2518 JOINT 2070 2072 2108 2199 2205 2208 2211 2217 2220 2226 -
2229 2236 2237 2239 TO 2242
DEFINE WIND LOAD
*windward wall (X DIRECTION)
TYPE 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 150.000 KMPH 0 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
2 4.500 M 12.000 M 7.000 M 2.000 0.010 0 -
0 0 0 0 0.849 1.000 1.150 0.850 0 -
0 0 0 0.891 0.800 -0.180
!> END GENERATED DATA BLOCK
INT 2.04307 2.04307 2.02881 HEIG 0 12 12
*leeward wall (X DIRECTION)
TYPE 2
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 150.000 KMPH 0 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
2 5.000 M 12.000 M 7.000 M 2.000 0.010 1 -
0 0 0 0 0.865 1.000 1.150 0.850 0 -
0 0 0 0.890 -0.357 0.180
!> END GENERATED DATA BLOCK
INT -1.16109 -1.16109 -1.175 HEIG 0 5 12
*windward wall (Z DIRECTION)
TYPE 3
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 150.000 KMPH 0 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
2 5.000 M 7.000 M 12.000 M 2.000 0.010 0 -
0 0 0 0 0.865 1.000 1.150 0.850 0 -
0 0 0 0.882 0.800 -0.180
!> END GENERATED DATA BLOCK
INT 2.03535 2.03535 2.03779 2.04022 2.04263 2.04503 2.04742 2.0498 2.05216 -
2.05451 2.05685 2.05917 2.06148 2.06378 2.06607 2.09078 HEIG 0 4.572 -
4.60492 4.63785 4.67077 4.70369 4.73662 4.76954 4.80246 4.83538 -
4.86831 4.90123 4.93415 4.96708 5 5.3
*leeward wall (Z DIRECTION)
TYPE 4
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 150.000 KMPH 0 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
2 5.000 M 7.000 M 12.000 M 2.000 0.010 1 -
0 0 0 0 0.865 1.000 1.150 0.850 0 -
0 0 0 0.882 -0.500 0.180
!> END GENERATED DATA BLOCK
INT -1.4487 -1.4487 -1.46609 HEIG 0 5 12
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 150.000 KMPH 0 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
2 5.300 M 37.200 M 20.960 M 2.000 0.010 0 -
0 0 0 0 0.876 1.000 1.150 0.850 0 -
0 0 0 0.871 0.800 0.180
!> END GENERATED DATA BLOCK
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 150.000 KMPH 0 2 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
2 5.300 M 20.960 M 37.200 M 2.000 0.010 0 -
0 0 0 0 0.876 1.000 1.150 0.850 0 -
0 0 0 0.855 0.800 0.180
!> END GENERATED DATA BLOCK
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2002:PARAMS 150.000 KMPH 0 1 2 0 0.000 FT 0.000 FT 0.000 FT 1 -
2 5.300 M 37.200 M 20.960 M 2.000 0.010 1 -
0 0 0 0 0.600 1.000 1.150 0.850 0 -
0 0 0 0.856 -0.300 -0.180
!> END GENERATED DATA BLOCK
***************************************************************************
LOAD 9 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
FLOOR LOAD
**GROUND FLOOR SLAB SELFWEIGHT
YRANGE 0 0 FLOAD -7 XRANGE -1.625 12 ZRANGE -2 7 GY
MEMBER LOAD
1155 1156 1158 1165 1169 1172 1175 1181 1361 1362 1364 1365 UNI GY -17
207 1112 1157 1159 TO 1161 1178 1180 1360 UNI GY -14
172 1128 1152 1183 UNI GY -13.2
1138 1154 1174 UNI GY -12.4
1150 UNI GY -6.9
1148 1176 1182 UNI GY -7.96
1139 1153 UNI GY -25.6
1151 1166 1177 1179 UNI GY -6.9
1144 1146 1177 UNI GY -15
***************************************************************************
LOAD 10 LOADTYPE Live TITLE LL
**GIS LOAD ON FLOOR
FLOOR LOAD
YRANGE 0 0 FLOAD -7 XRANGE -2 12 ZRANGE 0 7 GY
MEMBER LOAD
172 1128 1138 1139 1144 1146 1148 1150 TO 1154 1166 1174 1176 1177 1179 1182 -
1183 UNI GY -1.865
***************************************************************************
LOAD 5 LOADTYPE Wind TITLE WX+
WIND LOAD X 1 TYPE 1 YR -0.1 4.5
WIND LOAD -X 1 TYPE 2 YR -0.1 4.6 ZR -0.1 7
WIND LOAD -Z 1 TYPE 3 YR -0.1 4.4
WIND LOAD -Z -1 TYPE 4 XR -0.1 11.175 YR -0.1 5
PERFORM ANALYSIS
CHANGE
***************************************************************************
LOAD 6 LOADTYPE Wind TITLE WX-
WIND LOAD X -1 TYPE 1 XR 11.175 11.175 YR -0.1 4.5 ZR -0.1 7
WIND LOAD -X -1 TYPE 2 YR -0.1 4.6
WIND LOAD -Z 1 TYPE 3 XR -2 12 YR -0.1 5 ZR -0.1 7
WIND LOAD -Z -1 TYPE 4 XR -2 11.2 YR -0.1 5
PERFORM ANALYSIS
CHANGE
***************************************************************************
LOAD 7 LOADTYPE Wind TITLE WZ+
WIND LOAD Z 1 TYPE 1 XR -0.1 11.175 YR -0.1 4.5 ZR -0.1 7
WIND LOAD -Z 1 TYPE 2 XR -2 11.175 YR -0.1 4.6 ZR -0.1 7
WIND LOAD -X 1 TYPE 3 XR -2 12 YR -0.1 5 ZR -0.1 7
WIND LOAD -X -1 TYPE 4 XR -2 11.2 YR -0.1 5
PERFORM ANALYSIS
CHANGE
***************************************************************************
LOAD 8 LOADTYPE Wind TITLE WZ-
WIND LOAD Z -1 TYPE 1 XR -0.1 11.175 YR -0.1 4.5 ZR -0.1 7
WIND LOAD -Z -1 TYPE 2 XR -2 11.175 YR -0.1 4.6 ZR -0.1 7
WIND LOAD -X -1 TYPE 3 XR -2 12 YR -0.1 5 ZR -0.1 7
WIND LOAD -X 1 TYPE 4 XR -2 11.2 YR -0.1 5
* Moment due to wind intensity
PERFORM ANALYSIS
CHANGE
***************************************************************************
LOAD 50 LOADTYPE None TITLE 1.0D
REPEAT LOAD
9 1.0
LOAD 51 LOADTYPE None TITLE 1.0D + 1.0L
REPEAT LOAD
9 1.0 10 1.0
LOAD 52 LOADTYPE None TITLE 1.0D + 1.0L + 1.0H
REPEAT LOAD
9 1.0 10 1.0
LOAD 53 LOADTYPE None TITLE 1.0D + 0.75W(X+) + 0.75L + 1.0H
REPEAT LOAD
9 1.0 5 0.75 10 0.75
LOAD 54 LOADTYPE None TITLE 1.0D + 0.75W(X-) + 0.75L + 1.0H
REPEAT LOAD
9 1.0 6 0.75 10 0.75
LOAD 55 LOADTYPE None TITLE 1.0D + 0.75W(Z+) + 0.75L + 1.0H
REPEAT LOAD
9 1.0 7 0.75 10 0.75
LOAD 56 LOADTYPE None TITLE 1.0D + 0.75W(Z-) + 0.75L + 1.0H
REPEAT LOAD
9 1.0 8 0.75 10 0.75
LOAD 57 LOADTYPE None TITLE 1.0D + 1.0W(X+) + 1.0H
REPEAT LOAD
9 1.0 5 1.0
LOAD 58 LOADTYPE None TITLE 1.0D + 1.0W(X-) + 1.0H
REPEAT LOAD
9 1.0 6 1.0
LOAD 59 LOADTYPE None TITLE 1.0D + 1.0W(Z+) + 1.0H
REPEAT LOAD
9 1.0 7 1.0
LOAD 60 LOADTYPE None TITLE 1.0D + 1.0W(Z-) + 1.0H
REPEAT LOAD
9 1.0 8 1.0
LOAD 61 LOADTYPE None TITLE 1.0D + 0.7E(X+) + 1.0H
REPEAT LOAD
9 1.0
LOAD 62 LOADTYPE None TITLE 1.0D + 0.7E(X-) + 1.0H
REPEAT LOAD
9 1.0
LOAD 63 LOADTYPE None TITLE 1.0D + 0.7E(Z+) + 1.0H
REPEAT LOAD
9 1.0
LOAD 64 LOADTYPE None TITLE 1.0D + 0.7E(Z-) + 1.0H
REPEAT LOAD
9 1.0
LOAD 65 LOADTYPE None TITLE 1.0D + 0.525E(X+) + 0.75L + 1.0H
REPEAT LOAD
9 1.0 10 0.75
LOAD 66 LOADTYPE None TITLE 1.0D + 0.525E(X-) + 0.75L + 1.0H
REPEAT LOAD
9 1.0 10 0.75
LOAD 67 LOADTYPE None TITLE 1.0D + 0.525E(Z+) + 0.75L + 1.0H
REPEAT LOAD
9 1.0 10 0.75
LOAD 68 LOADTYPE None TITLE 1.0D + 0.525E(Z-) + 0.75L + 1.0H
REPEAT LOAD
9 1.0 10 0.75
LOAD 69 LOADTYPE None TITLE 0.60D + 0.7E(X+) + 1.0H
REPEAT LOAD
9 0.6
LOAD 70 LOADTYPE None TITLE 0.60D + 0.7E(X-) + 1.0H
REPEAT LOAD
9 0.6
LOAD 71 LOADTYPE None TITLE 0.60D + 0.7E(Z+) + 1.0H
REPEAT LOAD
9 0.6
LOAD 72 LOADTYPE None TITLE 0.60D + 0.7E(Z-) + 1.0H
REPEAT LOAD
9 0.6
LOAD 73 LOADTYPE None TITLE 1.0D + 0.75L + 1.0H
REPEAT LOAD
9 1.0 10 0.75
LOAD 74 LOADTYPE None TITLE 0.60D + 1.0W(X+) + 1.0H
REPEAT LOAD
9 0.6 5 1.0
LOAD 75 LOADTYPE None TITLE 0.60D + 1.0W(X-) + 1.0H
REPEAT LOAD
9 0.6 6 1.0
LOAD 76 LOADTYPE None TITLE 0.60D + 1.0W(Z+) + 1.0H
REPEAT LOAD
9 0.6 7 1.0
LOAD 77 LOADTYPE None TITLE 0.60D + 1.0W(Z-) + 1.0H
REPEAT LOAD
9 0.6 8 1.0
*****************************************************************************
**LRFD LOAD COMBINATIONS
LOAD 100 LOADTYPE None TITLE 1.4D
REPEAT LOAD
9 1.4
LOAD 101 LOADTYPE None TITLE 1.2D + 1.6L + 1.6H
REPEAT LOAD
9 1.2 10 1.6
LOAD 102 LOADTYPE None TITLE 1.2D + 1.6W(X+) + 1.0L
REPEAT LOAD
9 1.2 5 1.6 10 1.0
LOAD 103 LOADTYPE None TITLE 1.2D + 1.6W(X-) + 1.0L
REPEAT LOAD
9 1.2 6 1.6 10 1.0
LOAD 104 LOADTYPE None TITLE 1.2D + 1.6W(Z+) + 1.0L
REPEAT LOAD
9 1.2 7 1.6 10 1.0
LOAD 105 LOADTYPE None TITLE 1.2D + 1.6W(Z-) + 1.0L
REPEAT LOAD
9 1.2 8 1.6 10 1.0
LOAD 106 LOADTYPE None TITLE 1.2D + 0.8W(X+)
REPEAT LOAD
9 1.2 5 0.8
LOAD 107 LOADTYPE None TITLE 1.2D + 0.8W(X-)
REPEAT LOAD
9 1.2 6 0.8
LOAD 108 LOADTYPE None TITLE 1.2D + 0.8W(Z+)
REPEAT LOAD
9 1.2 7 0.8
LOAD 109 LOADTYPE None TITLE 1.2D + 0.8W(Z-)
REPEAT LOAD
9 1.2 8 0.8
LOAD 110 LOADTYPE None TITLE 0.9D + 1.6W(X+) + 1.6H
REPEAT LOAD
9 0.9 5 1.6
LOAD 111 LOADTYPE None TITLE 0.9D + 1.6W(X-) + 1.6H
REPEAT LOAD
9 0.9 6 1.6
LOAD 112 LOADTYPE None TITLE 0.9D + 1.6W(Z+) + 1.6H
REPEAT LOAD
9 0.9 7 1.6
LOAD 113 LOADTYPE None TITLE 0.9D + 1.6W(Z-) + 1.6H
REPEAT LOAD
9 0.9 8 1.6
LOAD 114 LOADTYPE None TITLE 1.2D + 1.0E(X+) + 1.0L
REPEAT LOAD
9 1.2 10 1.0
LOAD 115 LOADTYPE None TITLE 1.2D + 1.0E(X-) + 1.0L
REPEAT LOAD
9 1.2 10 1.0
LOAD 116 LOADTYPE None TITLE 1.2D + 1.0E(Z+) + 1.0L
REPEAT LOAD
9 1.2 10 1.0
LOAD 117 LOADTYPE None TITLE 1.2D + 1.0E(Z-) + 1.0L
REPEAT LOAD
9 1.2 10 1.0
LOAD 118 LOADTYPE None TITLE 0.9D + 1.0E(X+) + 1.6 H
REPEAT LOAD
9 0.9
LOAD 119 LOADTYPE None TITLE 0.9D + 1.0E(X-) + 1.6 H
REPEAT LOAD
9 0.9
LOAD 120 LOADTYPE None TITLE 0.9D + 1.0E(Z+) + 1.6 H
REPEAT LOAD
9 0.9
LOAD 121 LOADTYPE None TITLE 0.9D + 1.0E(Z-) + 1.6 H
REPEAT LOAD
9 0.9
LOAD 122 LOADTYPE None TITLE 1.2D + 1.0L
REPEAT LOAD
9 1.2 10 1.0
PERFORM ANALYSIS
***************************************************************************
LOAD LIST 100 TO 122
START CONCRETE DESIGN
CODE ACI
CLS 0.075 MEMB 308 1113 1118 1122 1127 1131 1136 1140 1145 1163 1167 1170
CLS 0.05 MEMB 309 1115 1129 1133 1137 1164
CLT 0.05 MEMB 1128 1183
CLB 0.05 MEMB 1128 1183
CLT 0.075 MEMB 207 1112 1144 1146 1156 1166 1169 1177 1181 1182
CLB 0.075 MEMB 207 1112 1144 1146 1156 1166 1169 1177 1181 1182
********************
FC 28000 MEMB 207 308 309 435 TO 446 473 TO 476 1112 1113 1115 1118 1122 1127 -
1128 TO 1129 1131 1133 1136 1137 1140 1144 TO 1146 1156 1163 1164 1166 1167 -
1169 1170 1177 1181 TO 1359
FYMAIN 420000 MEMB 207 308 309 435 TO 446 473 TO 476 1112 1113 1115 1118 1122 -
1127 TO 1129 1131 1133 1136 1137 1140 1144 TO 1146 1156 1163 1164 1166 1167 -
1169 1170 1177 1181 TO 1359
FYSEC 420000 MEMB 207 308 309 1112 1113 1115 1118 1122 1127 TO 1129 1131 1133 -
1136 1137 1140 1144 TO 1146 1156 1163 1164 1166 1167 1169 1170 1177 1181 -
1182 TO 1183
MAXMAIN 20 MEMB 207 308 309 1112 1113 1115 1118 1122 1127 TO 1129 1131 1133 -
1136 1137 1140 1144 TO 1146 1156 1163 1164 1166 1167 1169 1170 1177 1181 -
1182 TO 1183
MINMAIN 20 MEMB 207 308 309 1112 1113 1115 1118 1122 1127 TO 1129 1131 1133 -
1136 1137 1140 1144 TO 1146 1156 1163 1164 1166 1167 1169 1170 1177 1181 -
1182 TO 1183
MINSEC 10 MEMB 207 308 309 1112 1113 1115 1118 1122 1127 TO 1129 1131 1133 -
1136 1137 1140 1144 TO 1146 1156 1163 1164 1166 1167 1169 1170 1177 1181 -
1182 TO 1183
TRACK 0 MEMB 207 308 309 1112 1113 1115 1118 1122 1127 TO 1129 1131 1133 1136 -
1137 1140 1144 TO 1146 1156 1163 1164 1166 1167 1169 1170 1177 1181 TO 1183
********************
**DESIGN OF COLUMNS*
DESIGN COLUMN 308 309 1113 1115 1118 1122 1127 1129 1131 1133 1136 1137 1140 -
1145 1163 1164 1167 1170
********************
**DESIGN OF BEAMS*
DESIGN BEAM 207 1112 1128 1144 1146 1156 1166 1169 1177 1181 TO 1183
END CONCRETE DESIGN
*****************************************************************************
FINISH

Shahid Nazir's Communities Activities

HELP! Warning roof slope greater than 70 degrees no snow load generated

Discussion Starter I

Let me Help You

Warning fx fy fz wind forces:----------

loads superposition/load order

Aluminum Design

ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY."

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Ask A Question I

i got this warning why ( **WARNING-fx fy fz wind forces: 1.8428E+00 0.0000E+00 0.0000E+00) how to make ranges for the building.