Staad space frame and finite element * * Staad input for stuffness method analysis of * the Farnsworth House * * Andrew Pontecorvo. Spring 1995. * * Note: coordinate axis centered on left rear corner * when looking at plan * north Z * east +X * note y is verticle axis * column base nodes unit feet kip joint coordinates 1 5.5 0 0 2 27.5 0 0 3 49.5 0 0 4 71.5 0 0 5 5.5 0 28.6667 6 27.5 0 28.6667 7 49.5 0 28.6667 8 71.5 0 28.6667 * joints for floor plane * joints along southnorth of floor plane 10 0 5.5 0; 11 5.5 5.5 0 12 11 5.5 0; 13 16.5 5.5 0 14 22 5.5 0; 15 27.5 5.5 0 16 33 5.5 0; 17 38.5 5.5 0 18 44 5.5 0; 19 49.5 5.5 0 20 55 5.5 0; 21 60.5 5.5 0 22 66 5.5 0; 23 71.5 5.5 0 24 77 5.5 0 * 30 0 5.5 28.6667; 31 5.5 5.5 28.6667 32 11 5.5 28.6667; 33 16.5 5.5 28.6667 34 22 5.5 28.6667; 35 27.5 5.5 28.6667 36 33 5.5 28.6667; 37 38.5 5.5 28.6667 38 44 5.5 28.6667; 39 49.5 5.5 28.6667 40 55 5.5 28.6667; 41 60.5 5.5 28.6667 42 66 5.5 28.6667; 43 71.5 5.5 28.6667 44 77 5.5 28.6667 * 50 0 5.5 9; 51 5.5 5.5 9 52 11 5.5 9; 53 16.5 5.5 9 54 22 5.5 9; 55 27.5 5.5 9 56 33 5.5 9; 57 38.5 5.5 9 58 44 5.5 9; 59 49.5 5.5 9 60 55 5.5 9; 61 60.5 5.5 9 62 66 5.5 9; 63 71.5 5.5 9 64 77 5.5 9 * 70 0 5.5 19.6667; 71 5.5 5.5 19.6667 72 11 5.5 19.6667; 73 16.5 5.5 19.6667 74 22 5.5 19.6667; 75 27.5 5.5 19.6667 76 33 5.5 19.6667; 77 38.5 5.5 19.6667 78 44 5.5 19.6667; 79 49.5 5.5 19.6667 80 55 5.5 19.6667; 81 60.5 5.5 19.6667 82 66 5.5 19.6667; 83 71.5 5.5 19.6667 84 77 5.5 19.6667 * column roof plane nodes are included in the roof plane joints * joints for roof plane * joints along north of roof plane 210 0 18.25 0; 211 5.5 18.25 0 212 11 18.25 0; 213 16.5 18.25 0 214 22 18.25 0; 215 27.5 18.25 0 216 33 18.25 0; 217 38.5 18.25 0 218 44 18.25 0; 219 49.5 18.25 0 220 55 18.25 0; 221 60.5 18.25 0 222 66 18.25 0; 223 71.5 18.25 0 224 77 18.25 0 * 230 0 18.25 28.6667; 231 5.5 18.25 28.6667 232 11 18.25 28.6667; 233 16.5 18.25 28.6667 234 22 18.25 28.6667; 235 27.5 18.25 28.6667 236 33 18.25 28.6667; 237 38.5 18.25 28.6667 238 44 18.25 28.6667; 239 49.5 18.25 28.6667 240 55 18.25 28.6667; 241 60.5 18.25 28.6667 242 66 18.25 28.6667; 243 71.5 18.25 28.6667 244 77 18.25 28.6667 * 250 0 18.25 9; 251 5.5 18.25 9 252 11 18.25 9; 253 16.5 18.25 9 254 22 18.25 9; 255 27.5 18.25 9 256 33 18.25 9; 257 38.5 18.25 9 258 44 18.25 9; 259 49.5 18.25 9 260 55 18.25 9; 261 60.5 18.25 9 262 66 18.25 9; 263 71.5 18.25 9 264 77 18.25 9 * 270 0 18.25 19.6667; 271 5.5 18.25 19.6667 272 11 18.25 19.6667; 273 16.5 18.25 19.6667 274 22 18.25 19.6667; 275 27.5 18.25 19.6667 276 33 18.25 19.6667; 277 38.5 18.25 19.6667 278 44 18.25 19.6667; 279 49.5 18.25 19.6667 280 55 18.25 19.6667; 281 60.5 18.25 19.6667 282 66 18.25 19.6667; 283 71.5 18.25 19.6667 284 77 18.25 19.6667 Member incidence * columns 1 1 11 2 2 15 3 3 19 4 4 23 201 11 211 202 15 215 203 19 219 204 23 223 5 5 31 6 6 35 7 7 39 8 8 43 205 31 231 206 35 235 207 39 239 208 43 243 * girders 10 10 11; 11 11 12; 12 12 13; 13 13 14; 14 14 15 15 15 16; 16 16 17; 17 17 18; 18 18 19; 19 19 20 20 20 21; 21 21 22; 22 22 23; 23 23 24 * 25 30 31; 26 31 32; 27 32 33; 28 33 34; 29 34 35 30 35 36; 31 36 37; 32 37 38; 33 38 39; 34 39 40 35 40 41; 36 41 42; 37 42 43; 38 43 44 * 40 24 64; 41 64 84; 42 84 44 44 10 50; 45 50 70; 46 70 30 * fooor beams 51 11 51; 52 12 52; 53 13 53; 54 14 54; 55 15 55; 56 16 56 57 17 57; 58 18 58; 59 19 59; 60 20 60; 61 21 61; 62 22 62 63 23 63 * 71 51 71; 72 52 72; 73 53 73; 74 54 74; 75 55 75; 76 56 76 77 57 77; 78 58 78; 79 59 79; 80 60 80; 81 61 81; 82 62 82 83 63 83 * 91 31 71; 92 32 72; 93 33 73; 94 34 74; 95 35 75; 96 36 76 97 37 77; 98 38 78; 99 39 79; 100 40 80; 101 41 81; 102 42 82 103 43 83 * roof girders 210 210 211; 211 211 212; 212 212 213; 213 213 214; 214 214 215 215 215 216; 216 216 217; 217 217 218; 218 218 219; 219 219 220 220 220 221; 221 221 222; 222 222 223; 223 223 224 * 225 230 231; 226 231 232; 227 232 233; 228 233 234; 229 234 235 230 235 236; 231 236 237; 232 237 238; 233 238 239; 234 239 240 235 240 241; 236 241 242; 237 242 243; 238 243 244 * 240 224 264; 241 264 284; 242 284 244 * 244 210 250; 245 250 270; 246 270 230 * roof beams 251 211 251; 252 212 252; 253 213 253; 254 214 254 255 215 255; 256 216 256 257 217 257; 258 218 258; 259 219 259 260 220 260; 261 221 261; 262 222 262 263 223 263 * 271 251 271; 272 252 272; 273 253 273 274 254 274; 275 255 275; 276 256 276 277 257 277; 278 258 278; 279 259 279 280 260 280; 281 261 281; 282 262 282 283 263 283 * 371 231 271; 372 232 272; 373 233 273 374 234 274; 375 235 275; 376 236 276 377 237 277; 378 238 278; 379 239 279 380 240 280; 381 241 281; 382 242 282 383 243 283 * begin elements with floor plane * elements are parallel with floor girders element incidences * floor elements 401 10 11 51 50 402 11 12 52 51 403 12 13 53 52 404 13 14 54 53 405 14 15 55 54 406 15 16 56 55 407 16 17 57 56 408 17 18 58 57 409 18 19 59 58 410 19 20 60 59 411 20 21 61 60 412 21 22 62 61 413 22 23 63 62 414 23 24 64 63 * 415 50 51 71 70 416 51 52 72 71 417 52 53 73 72 418 53 54 74 73 419 54 55 75 74 420 55 56 76 75 421 56 57 77 76 422 57 58 78 77 423 58 59 79 78 424 59 60 80 79 425 60 61 81 80 426 61 62 82 81 427 62 63 83 82 428 63 64 84 83 * 429 70 71 31 30 430 71 72 32 31 431 72 73 33 32 432 73 74 34 33 433 74 75 35 34 434 75 76 36 35 repeat 8 1 1 1 1 * roof element 443 210 211 251 250 444 211 212 252 251 445 212 213 253 252 446 213 214 254 253 447 214 215 255 254 448 215 216 256 255 449 216 217 257 256 450 217 218 258 257 451 218 219 259 258 452 219 220 260 259 453 220 221 261 260 454 221 222 262 261 455 222 223 263 262 456 223 224 264 263 * 457 250 251 271 270 458 251 252 272 271 459 252 253 273 272 460 253 254 274 273 461 254 255 275 274 462 255 256 276 275 463 256 257 277 276 464 257 258 278 277 465 258 259 279 278 466 259 260 280 279 467 260 261 281 280 468 261 262 282 281 469 262 263 283 282 470 263 264 284 283 471 270 271 231 230 repeat 13 1 1 1 1 unit feet * print member info unit inches member property 1 to 8 table st w8x28 201 to 208 table st w8x28 10 to 23 table st c15x50 40 to 42 table st c15x50 25 to 38 table st c15x50; 44 to 46 table st c15x50 51 to 63 table st w12x58 71 to 83 table st w12x58 91 to 103 table st w12x58 210 to 223 table st c15x50; 240 to 242 table st c15x50 225 to 238 table st c15x50; 244 to 246 table st c15x50 251 to 263 table st w12x58 271 to 283 table st w12x58 371 to 383 table st w12x58 constant beta 90.0 memb 1 to 8 beta 90.0 memb 201 to 208 beta 180.0 memb 25 to 38 beta 180.0 memb 44 to 46 beta 180.0 memb 225 to 238 beta 180.0 memb 244 to 246 unit kip e 29000 all element prop 401 to 484 th 6 unit inch constant e 3000 all *print element info support 1 2 3 4 5 6 7 8 pinned ********************************** * note load cases were commented out to shorten output * to activate rempove * in first column and renumber sequentially unit feet pound Loading 1 dead load from floor element load 401 to 442 pressure 30.0 443 to 484 pressure 30.0 *loading 2 snow load *element load *443 to 484 pressure 40.0 loading 2 wind load joint load 30 to 44 fz -30.0 230 to 244 fz -43.0 *load combination 4 dl+sl *1 1.0 2 1.0 *load combination 5 dl+wl+sl *1 1.0 2 .085 3 0.85 Perform analysis plot displacement file plot stress file print displacement file print stress file finish