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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

    ANALISIS ESTRUCTURAL-PROYECTO DE READECUACION DE SATAND PIPE-MARZO 9 PUEBLA,PUE.

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    ANTECEDENTES.-

    EN RELACION AL SUCESO OCURRIDO EN FECHAS PROXIMAS PASADAS, RESPECTO A LA FALLA

    QUE PRESENTO EL PISO DE FONDO DE UNO DE LOS COMPARTIMENTOS DE UN TANQUE DE

    ALMACENAMIENTO DE AGUA POTABLE, OCURRIDA DURANTE EL LLENADO DEL TANQUE

    SUPERIOR DEL STAND PIPE QUE LA EMPRESA TANQUES DEL NORTE, PROYECTO Y CONSTRUYO

    EN LA CIUDAD DE PUEBLA, SE SOLICITO SE EFECTUARA LA REPARACION EN FORMA INMEDIATA

    DE LOS ELEMENTOS COLAPSADOS,PARA LO CUAL EL SUSCRITO EFECTUO UN DICTAMEN DE LAS

    CAUSAS QUE OCASIONARON DICHA FALLA, ASI COMO ESTABLECIO LOS PROCEDIMIENTOS A

    SEGUIR PARA DEFINIR LA ESTRATEGIA DE REPARACION DEL DAO, DANDOSE A CONOCER EN SU

    OPORTUNIDAD A LAS AUTORIDADES DEL FRACCIONAMIENTO LOS RESULTADOS DE LA VISITA

    DE INSPECCION TECNICA, CON EL INFORME RESPECTIVO, QUEDANDO PENDIENTE LA ENTREGA

    DE NUEVA EVALUACION EN BASE A ANALISIS ESTRUCTURAL EFECTUADO A TRAVEZ DE UN

    MODELO VIRTUAL CON LAS ADECUACIONES Y/O MODIFICACIONES SUGERIDAS Y SOLICITADASPOE LAS AUTORIDADES DEL FRACCIONAMIENTO, SOLICITANDOSE TAMBIEN SE ENTREGARA EL

    PLANO BORRADOR QUE ORIGINALMENTE SE PLANTEARA AL PROYECTAR EL STAND PIPE.

    POR TAL MOTIVO A CONTINUACION PRESENTO EL RESUMEN DE REULTADOS DEL ANALISIS

    ESTRUCTURAL QUE SE EFECTUO AL MODELO VIRTUAL Y EL REPORTE DE LOS RESULTADOS DE

    LA CORRIDA ESTRUCTURAL DE ANALISIS, ANEXANDO AL EXPEDIENTE COPIA DEL PLANO

    BORRADOR ORIGINAL DEL PROYECTO.

    CON LA ESTRATEGIA DE ADECUACION Y REPARACION DEL DAO SE ORDENO SE COLOCARAN

    LOS ANILLOS DE RIGIDEZ HORIZONTAL QUE ORIGINALMENTE SE HABIAN PLANTEADO Y QUE SE

    OMITIO COLOCAR EN UNA PRIMERA FASE CONSTRUCTIVA, ADEMAS SE RECOMENDO MODIFICAR

    EL PERALTE DE LAS VIGAS DE PISO DEL FONDO DEL TANQUE SUPERIOR, Y EL DISEO DE UNIONENTRE ESTAS, ORDENADOSE POR SUGERENCIA DE LA AUTORIDAD DEL FRACCIONAMIENTO

    COLOCAR TORNAPUNTAS AL CENTRO DE ESTE PISO SOPORTADAS POR LAS PAREDES DEL

    TANQUE, ASI MISMO SE CONSIDERO ADECUADO REFORZAR EL COMPORTAMIENTO DEL STAND

    PIPEEN CONJUNTO BAJO LA ACCION SISMICA CON LA COLOCACION DE CONTRAVENTE OS EN

    CRUZ DE LOS PANELES QUE FORMAN LOS ANILLOS DE RIGIDEZ HORIZONTAL CON LAS

    NERVADURAS VERTICALES O COLUMNAS DE SOPORTE DEL TANQUE SUPERIOR.

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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

    ANALISIS ESTRUCTURAL-PROYECTO DE READECUACION DE SATAND PIPE-MARZO 9 PUEBLA,PUE.

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    LA TABLA DE DESPLAZAMIENTOS MAXIMOS OBTENIDOS CON EL MODELO VIRTUAL

    SE MUESTRA A CONTINUACION.

    SE CONSIGNAN RESULTADOS SATISFACTORIOS DENTRO DE RANGOS PERMISIBLES.

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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

    ANALISIS ESTRUCTURAL-PROYECTO DE READECUACION DE SATAND PIPE-MARZO 9 PUEBLA,PUE.

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    DIAGRAMA DE ESFUERZOS DIAGRAMA DE CORTANTE

    TANTO ESFUERZOS COMO CORTANTES SE CONSIGNAN COMO RESULTADOSSATISFACTORIOS DENTRO DE LOS LIMITES PERMISIBLES DE LOS MATERIALES

    CONSTITUTIVOS DE SATND PIPE.

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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

    ANALISIS ESTRUCTURAL-PROYECTO DE READECUACION DE SATAND PIPE-MARZO 9 PUEBLA,PUE.

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    DIAGRAMA DE MOMENTOS

    LOS MOMENTOS FLEXIONANTES PRODUCIDOS POR LA COMBINACION DE CARGAQUE SE UTILIZO PARA EL ANALISIS, SE CONSIGNAN DENTRO DEL RANGO

    PERMISIBLE DE TODOS Y CADA UNO DE LOS ELEMENTOS PROBADOS

    VIRTUALMENTE BAJO LA ACION DE ESTAS CARGAS.

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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

    ANALISIS ESTRUCTURAL-PROYECTO DE READECUACION DE SATAND PIPE-MARZO 9 PUEBLA,PUE.

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    ESTE FUE EL MODELO VIRTUAL QUE SE PROBO BAJO LA COMBINACION DE CARGAS

    GRAVITACIONALES Y SISMICAS, CON EL RESULTADO DE COMPORTAMIENTO ESTRUCTURAL

    SATISFACTORIO PARA TODOS LOS ELEMENTOS DISEADOS

    Sistema de tornapuntas de PTR 1/

    Sistema de contra venteos de PTR 1/

    Sistema de piso a base de placa 1/4

    Anillos de rigidez placa 1/4

    Sistema de piso a base de placa 1/4

    Sistema de piso a base de placa 1/2

    Anillos de rigidez placa 1/2

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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

    ANALISIS ESTRUCTURAL-PROYECTO DE READECUACION DE SATAND PIPE-MARZO 9 PUEBLA,PUE.

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    ESTE FUE EL MODELO VIRTUAL QUE SE PROBO BAJO LA COMBINACION DE CARGAS

    GRAVITACIONALES Y SISMICAS, CON EL RESULTADO DE COMPORTAMIENTO ESTRUCTURAL

    SATISFACTORIO PARA TODOS LOS ELEMENTOS DISEADOS

    VISTA EN PERSPECTIVA DESDE ARRIBA

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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

    ANALISIS ESTRUCTURAL-PROYECTO DE READECUACION DE SATAND PIPE-MARZO 9 PUEBLA,PUE.

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    ESTE FUE EL MODELO VIRTUAL QUE SE PROBO BAJO LA COMBINACION DE CARGAS

    GRAVITACIONALES Y SISMICAS, CON EL RESULTADO DE COMPORTAMIENTO ESTRUCTURAL

    SATISFACTORIO PARA TODOS LOS ELEMENTOS DISEADOS

    VISTA EN PERSPECTIVA DESDE ABAJO

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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

    ANALISIS ESTRUCTURAL-PROYECTO DE READECUACION DE SATAND PIPE-MARZO 9 PUEBLA,PUE.

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    ANALISIS VIRTUAL.

    ***************************************************** ** STAAD.Pro ** Version 2005 Bld 1001.US *

    * Proprietary Program of ** Research Engineers, Intl. ** Date= MAR 9, 2012 ** Time= 3:46:47 ** ** USER ID: [ LZ0 + LND ] *****************************************************

    1. STAAD SPACEINPUT FILE: Tanque.STD2. START JOB INFORMATION3. ENGINEER DATE 06-MAR-124. END JOB INFORMATION5. INPUT WIDTH 796. UNIT CM KG7. JOINT COORDINATES8. 44 320 140 -320; 45 546.274 140 -226.274; 46 640 140 0; 47 546.274 140 226.274

    9. 48 93.726 140 -226.274; 49 0 140 0; 50 93.726 140 226.274; 51 320 140 32010. 60 433.137 140 -273.137; 61 593.137 140 -113.137; 62 593.137 140 113.13711. 63 433.137 140 273.137; 64 206.863 140 273.137; 65 46.863 140 113.13712. 66 46.863 140 -113.137; 67 206.863 140 -273.137; 68 320 0 -32013. 69 546.274 0 -226.274; 70 640 0 0; 71 546.274 0 226.274; 72 93.726 0 -226.27414. 73 0 0 0; 74 93.726 0 226.274; 75 320 0 320; 85 320 250 -32015. 86 546.274 250 -226.274; 87 640 250 0; 88 546.274 250 226.27416. 89 93.726 250 -226.274; 90 0 250 0; 91 93.726 250 226.274; 92 320 250 32017. 101 433.137 250 -273.137; 102 593.137 250 -113.137; 103 593.137 250 113.13718. 104 433.137 250 273.137; 105 206.863 250 273.137; 106 46.863 250 113.13719. 107 46.863 250 -113.137; 108 206.863 250 -273.137; 118 320 400 -32020. 119 546.274 400 -226.274; 120 640 400 0; 121 546.274 400 226.27421. 122 93.726 400 -226.274; 123 0 400 0; 124 93.726 400 226.274; 125 320 400 32022. 134 433.137 400 -273.137; 135 593.137 400 -113.137; 136 593.137 400 113.13723. 137 433.137 400 273.137; 138 206.863 400 273.137; 139 46.863 400 113.13724. 140 46.863 400 -113.137; 141 206.863 400 -273.137; 151 320 800 -320

    25. 152 546.274 800 -226.274; 153 640 800 0; 154 546.274 800 226.27426. 155 93.726 800 -226.274; 156 0 800 0; 157 93.726 800 226.274; 158 320 800 32027. 167 433.137 800 -273.137; 168 593.137 800 -113.137; 169 593.137 800 113.13728. 170 433.137 800 273.137; 171 206.863 800 273.137; 172 46.863 800 113.13729. 173 46.863 800 -113.137; 174 206.863 800 -273.137; 175 206.863 600 273.13730. 176 593.137 600 113.137; 177 433.137 600 -273.137; 178 46.863 600 -113.13731. 188 320 1200 -320; 189 546.274 1200 -226.274; 190 640 1200 032. 191 546.274 1200 226.274; 192 93.726 1200 -226.274; 193 0 1200 033. 194 93.726 1200 226.274; 195 320 1200 320; 204 433.137 1200 -273.13734. 205 593.137 1200 -113.137; 206 593.137 1200 113.137; 207 433.137 1200 273.13735. 208 206.863 1200 273.137; 209 46.863 1200 113.137; 210 46.863 1200 -113.13736. 211 206.863 1200 -273.137; 212 320 1600 0; 213 320 1600 -16037. 214 433.137 1600 -113.137; 215 480 1600 0; 216 433.137 1600 113.13738. 217 206.863 1600 -113.137; 218 160 1600 0; 219 206.863 1600 113.13739. 220 320 1600 160; 221 320 1600 -320; 222 546.274 1600 -226.274; 223 640 1600 040. 224 546.274 1600 226.274; 225 93.726 1600 -226.274; 226 0 1600 0C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 1 of 45

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    STAAD SPACE -- PAGE NO. 241. 227 93.726 1600 226.274; 228 320 1600 320; 229 263.432 1600 -136.56842. 230 376.569 1600 -136.568; 231 456.569 1600 -56.5685; 232 456.569 1600 56.568543. 233 376.569 1600 136.568; 234 263.432 1600 136.568; 235 183.432 1600 56.568544. 236 183.432 1600 -56.5685; 237 433.137 1600 -273.13745. 238 593.137 1600 -113.137; 239 593.137 1600 113.137; 240 433.137 1600 273.13746. 241 206.863 1600 273.137; 242 46.863 1600 113.137; 243 46.863 1600 -113.13747. 244 206.863 1600 -273.137; 245 206.863 1400 273.137; 246 593.137 1400 113.13748. 247 433.137 1400 -273.137; 248 46.863 1400 -113.137; 249 46.863 1000 113.137

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    49. 250 433.137 1000 273.137; 251 593.137 1000 -113.137; 252 206.863 1000 -273.13750. 262 320 1950 -320; 263 546.274 1950 -226.274; 264 640 1950 051. 265 546.274 1950 226.274; 266 93.726 1950 -226.274; 267 0 1950 052. 268 93.726 1950 226.274; 269 320 1950 320; 278 433.137 1950 -273.13753. 279 593.137 1950 -113.137; 280 593.137 1950 113.137; 281 433.137 1950 273.13754. 282 206.863 1950 273.137; 283 46.863 1950 113.137; 284 46.863 1950 -113.13755. 285 206.863 1950 -273.137; 286 320 2300 0; 287 320 2300 -160

    56. 288 433.137 2300 -113.137; 289 480 2300 0; 290 433.137 2300 113.13757. 291 206.863 2300 -113.137; 292 160 2300 0; 293 206.863 2300 113.13758. 294 320 2300 160; 295 320 2300 -320; 296 546.274 2300 -226.274; 297 640 2300 059. 298 546.274 2300 226.274; 299 93.726 2300 -226.274; 300 0 2300 060. 301 93.726 2300 226.274; 302 320 2300 320; 303 263.432 2300 -136.56861. 304 376.569 2300 -136.568; 305 456.569 2300 -56.5685; 306 456.569 2300 56.568562. 307 376.569 2300 136.568; 308 263.432 2300 136.568; 309 183.432 2300 56.568563. 310 183.432 2300 -56.5685; 311 433.137 2300 -273.13764. 312 593.137 2300 -113.137; 313 593.137 2300 113.137; 314 433.137 2300 273.13765. 315 206.863 2300 273.137; 316 46.863 2300 113.137; 317 46.863 2300 -113.13766. 318 206.863 2300 -273.137; 319 46.863 1775 113.137; 320 433.137 1775 273.13767. 321 593.137 1775 -113.137; 322 206.863 1775 -273.137; 323 206.863 2125 273.13768. 324 593.137 2125 113.137; 325 433.137 2125 -273.137; 326 46.863 2125 -113.13769. 327 376.569 1300 -296.568; 328 160 1400 0; 329 206.863 1400 113.13770. 330 320 1400 160; 331 433.137 1400 113.137; 332 480 1400 071. 333 433.137 1400 -113.137; 334 206.863 1400 -113.137; 335 320 1400 -16072. MEMBER INCIDENCES73. 84 44 60; 85 45 61; 86 46 62; 87 47 63; 88 51 64; 89 50 65; 90 49 66; 99 60 4574. 100 61 46; 101 62 47; 102 63 51; 103 64 50; 104 65 49; 105 66 48; 106 48 6775. 107 67 44; 116 50 74; 117 51 75; 118 47 71; 119 46 70; 120 45 69; 121 44 6876. 122 48 72; 123 49 73; 148 85 101; 149 86 102; 150 87 103; 151 88 10477. 152 92 105; 153 91 106; 154 90 107; 163 101 86; 164 102 87; 165 103 8878. 166 104 92; 167 105 91; 168 106 90; 169 107 89; 170 89 108; 171 108 8579. 180 49 90; 181 48 89; 182 51 92; 183 47 88; 184 50 91; 185 44 85; 186 46 8780. 187 45 86; 212 118 134; 213 119 135; 214 120 136; 215 121 137; 216 125 13881. 217 124 139; 218 123 140; 227 134 119; 228 135 120; 229 136 121; 230 137 12582. 231 138 124; 232 139 123; 233 140 122; 234 122 141; 235 141 118; 244 86 11983. 245 87 120; 246 88 121; 247 92 125; 248 91 124; 249 90 123; 250 89 12284. 251 85 118; 276 151 167; 277 152 168; 278 153 169; 279 154 170; 280 158 17185. 281 157 172; 282 156 173; 291 167 152; 292 168 153; 293 169 154; 294 170 15886. 295 171 157; 296 172 156; 297 173 155; 298 155 174; 299 174 151; 308 122 15587. 309 123 156; 310 124 157; 311 125 158; 312 121 154; 313 120 153; 314 119 15288. 315 118 151; 316 124 175; 317 175 158; 318 157 175; 319 175 125; 320 153 17689. 321 176 121; 322 154 176; 323 176 120; 324 151 177; 325 177 119; 326 152 17790. 327 177 118; 328 155 178; 329 178 123; 330 156 178; 331 178 122; 356 188 20491. 357 189 205; 358 190 206; 359 191 207; 360 195 208; 361 194 209; 362 193 21092. 371 204 189; 372 205 190; 373 206 191; 374 207 195; 375 208 194; 376 209 19393. 377 210 192; 378 192 211; 379 211 188; 388 155 192; 389 156 193; 390 157 19494. 391 158 195; 392 154 191; 393 153 190; 394 152 189; 395 151 188; 396 212 21395. 397 212 214; 398 212 215; 399 212 216; 400 212 217; 401 212 218; 402 212 21996. 403 212 220; 404 213 221; 405 214 222; 406 215 223; 407 216 224; 408 217 225C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 2 of 45

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    STAAD SPACE -- PAGE NO. 397. 409 218 226; 410 219 227; 411 220 228; 412 217 229; 413 213 230; 414 214 23198. 415 215 232; 416 216 233; 417 220 234; 418 219 235; 419 218 236; 420 221 23799. 421 222 238; 422 223 239; 423 224 240; 424 228 241; 425 227 242; 426 226 243

    100. 427 229 213; 428 230 214; 429 231 215; 430 232 216; 431 233 220; 432 234 219101. 433 235 218; 434 236 217; 435 237 222; 436 238 223; 437 239 224; 438 240 228102. 439 241 227; 440 242 226; 441 243 225; 442 225 244; 443 244 221; 444 229 244103. 445 230 237; 446 231 238; 447 232 239; 448 236 243; 449 235 242; 450 234 241104. 451 233 240; 452 192 225; 453 193 226; 454 194 227; 455 195 228; 456 191 224105. 457 190 223; 458 189 222; 459 188 221; 460 194 245; 461 245 228; 462 227 245106. 463 245 195; 464 223 246; 465 246 191; 466 224 246; 467 246 190; 468 221 247107. 469 247 189; 470 222 247; 471 247 327; 472 225 248; 473 248 193; 474 226 248108. 475 248 192; 476 157 249; 477 249 193; 478 156 249; 479 249 194; 480 158 250109. 481 250 191; 482 154 250; 483 250 195; 484 152 251; 485 251 190; 486 153 251110. 487 251 189; 488 155 252; 489 252 188; 490 151 252; 491 252 192; 492 90 124111. 493 123 91; 494 92 121; 495 125 88; 496 86 120; 497 119 87; 498 118 89

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    INGENIERO CIVIL VICTOR ALFONSO LOPEZ ORTEGA ARQUITECTOC. PRF. 1 734 741 DRO. No. 301 2012

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    112. 499 122 85; 500 91 51; 501 50 92; 502 89 49; 503 48 90; 504 47 87; 505 46 88113. 506 51 71; 507 75 47; 508 74 49; 509 73 50; 510 72 44; 511 48 68; 512 45 70114. 513 69 46; 514 85 45; 515 44 86; 540 262 278; 541 263 279; 542 264 280115. 543 265 281; 544 269 282; 545 268 283; 546 267 284; 555 278 263; 556 279 264116. 557 280 265; 558 281 269; 559 282 268; 560 283 267; 561 284 266; 562 266 285117. 563 285 262; 572 286 287; 573 286 288; 574 286 289; 575 286 290; 576 286 291118. 577 286 292; 578 286 293; 579 286 294; 580 287 295; 581 288 296; 582 289 297

    119. 583 290 298; 584 291 299; 585 292 300; 586 293 301; 587 294 302; 588 291 303120. 589 287 304; 590 288 305; 591 289 306; 592 290 307; 593 294 308; 594 293 309121. 595 292 310; 596 295 311; 597 296 312; 598 297 313; 599 298 314; 600 302 315122. 601 301 316; 602 300 317; 603 303 287; 604 304 288; 605 305 289; 606 306 290123. 607 307 294; 608 308 293; 609 309 292; 610 310 291; 611 311 296; 612 312 297124. 613 313 298; 614 314 302; 615 315 301; 616 316 300; 617 317 299; 618 299 318125. 619 318 295; 620 303 318; 621 304 311; 622 305 312; 623 306 313; 624 310 317126. 625 309 316; 626 308 315; 627 307 314; 628 225 266; 629 226 267; 630 227 268127. 631 228 269; 632 224 265; 633 223 264; 634 222 263; 635 221 262; 636 266 299128. 637 267 300; 638 268 301; 639 269 302; 640 265 298; 641 264 297; 642 263 296129. 643 262 295; 644 227 319; 645 319 267; 646 226 319; 647 319 268; 648 228 320130. 649 320 265; 650 269 320; 651 320 224; 652 223 321; 653 321 263; 654 222 321131. 655 321 264; 656 221 322; 657 322 266; 658 225 322; 659 322 262; 660 268 323132. 661 323 302; 662 301 323; 663 323 269; 664 265 324; 665 324 297; 666 264 324133. 667 324 298; 668 263 325; 669 325 295; 670 262 325; 671 325 296; 672 267 326134. 673 326 299; 674 266 326; 675 326 300; 676 193 328; 677 194 329; 678 195 330135. 679 191 331; 680 190 332; 681 189 333; 682 192 334; 683 327 188; 684 328 212136. 685 329 212; 686 330 212; 687 331 212; 688 332 212; 689 333 212; 690 334 212137. 691 188 335; 692 335 212; 693 334 335; 694 335 333; 695 333 332; 696 332 331138. 697 331 330; 698 330 329; 699 329 328; 700 328 334139. DEFINE MATERIAL START140. ISOTROPIC STEEL141. E 2.09042E+006142. POISSON 0.3143. DENSITY 0.00783341144. ALPHA 1.2E-005145. DAMP 0.03146. END DEFINE MATERIAL147. MEMBER PROPERTY AMERICAN148. 84 TO 90 99 TO 107 148 TO 154 163 TO 171 212 TO 218 227 TO 235 276 TO 282 -149. 291 TO 299 356 TO 362 371 TO 379 396 TO 451 540 TO 546 555 TO 563 -150. 572 TO 627 TAPERED 70 1.27 70 25 1.27 25 0.64151. 116 TO 123 180 TO 187 244 TO 251 308 TO 315 388 TO 395 452 TO 459 628 TO 642 -152. 643 TAPERED 50 0.64 50 25 0.64 25 0.64C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 3 of 45

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    STAAD SPACE -- PAGE NO. 4153. 316 TO 331 460 TO 515 644 TO 700 TABLE ST HSST4X4X0.25154. CONSTANTS155. BETA 90 MEMB 84 TO 90 99 TO 107 117 121 148 TO 154 163 TO 171 182 185 212 -156. 213 TO 218 227 TO 235 247 251 276 TO 282 291 TO 299 311 315 356 TO 362 371 -157. 372 TO 379 391 395 420 TO 426 435 TO 443 455 459 540 TO 546 555 TO 563 572 -158. 573 TO 627 631 635 639 643159. BETA 45 MEMB 118 122 184 187 244 248 310 314 390 394 454 458 630 634 638 642160. BETA 315 MEMB 116 120 181 183 246 250 308 312 388 392 452 456 628 632 636 640161. BETA 180 MEMB 396 TO 419 427 TO 434 444 TO 451162. MATERIAL STEEL MEMB 84 TO 90 99 TO 107 116 TO 123 148 TO 154 163 TO 171 180 -

    163. 181 TO 187 212 TO 218 227 TO 235 244 TO 251 276 TO 282 291 TO 299 308 TO 331 -164. 356 TO 362 371 TO 379 388 TO 515 540 TO 546 555 TO 563 572 TO 700165. SUPPORTS166. 68 TO 75 FIXED167. LOAD 1 LOADTYPE DEAD TITLE WD168. SELFWEIGHT Y -1169. MEMBER LOAD170. 404 TO 419 427 TO 434 444 TO 451 UNI GY -75171. 396 TO 403 LIN Y 0 -75172. LOAD 2 LOADTYPE SEISMIC TITLE SISMO173. JOINT LOAD174. 123 FX 1954

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    175. 156 FX 3907176. 193 FX 5854177. 226 FX 7810178. 267 FX 8337179. 300 FX 9834180. LOAD COMB 3 COMBINATION WD-SISMO181. 1 1.0 2 1.0

    182. PERFORM ANALYSIS PRINT STATICS CHECKP R O B L E M S T A T I S T I C S-----------------------------------NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 199/ 401/ 8ORIGINAL/FINAL BAND-WIDTH= 122/ 36/ 210 DOFTOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 1146SIZE OF STIFFNESS MATRIX = 241 DOUBLE KILO-WORDSREQRD/AVAIL. DISK SPACE = 15.2/ 205065.5 MBC:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 4 of 45

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    STAAD SPACE -- PAGE NO. 5STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1LOADTYPE DEAD TITLE WD***TOTAL APPLIED LOAD ( KG CM ) SUMMARY (LOADING 1 )SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = -250772.94SUMMATION FORCE-Z = 0.00SUMMATION OF MOMENTS AROUND THE ORIGINMX=0.01 MY= 0.00 MZ= -80247338.23***TOTAL REACTION LOAD( KG CM ) SUMMARY (LOADING 1 )SUMMATION FORCE-X = 0.00SUMMATION FORCE-Y = 250772.94SUMMATION FORCE-Z = 0.00SUMMATION OF MOMENTS AROUND THE ORIGINMX=0.00 MY= 0.05 MZ= 80247338.84MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)MAXIMUMS AT NODEX = 3.57726E-02 246Y = -4.42925E-01 286Z = 3.57721E-02 245RX= 5.84667E-04 311RY= 3.58541E-05 327RZ= 5.84667E-04 313STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2LOADTYPE SEISMIC TITLE SISMO***TOTAL APPLIED LOAD ( KG CM ) SUMMARY (LOADING 2 )SUMMATION FORCE-X = 37696.00SUMMATION FORCE-Y = 0.00SUMMATION FORCE-Z = 0.00SUMMATION OF MOMENTS AROUND THE ORIGINMX=0.00 MY= 0.00 MZ= -62303348.10***TOTAL REACTION LOAD( KG CM ) SUMMARY (LOADING 2 )SUMMATION FORCE-X = -37696.00SUMMATION FORCE-Y = 0.00SUMMATION FORCE-Z = 0.00SUMMATION OF MOMENTS AROUND THE ORIGINMX=-0.16 MY= -0.03 MZ= 62303347.05C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 5 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 6MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2)MAXIMUMS AT NODEX = 2.76254E+00 300Y = -3.00518E-01 297Z = -4.68601E-02 151RX= 3.76512E-04 155RY= 2.30297E-04 174RZ= -1.65930E-03 251************ END OF DATA FROM INTERNAL STORAGE ************

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    183. PARAMETER184. CODE AISC185. FYLD 3515 ALL186. SSY 0 ALL187. SSZ 0 ALL188. CHECK CODE ALLC:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 6 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 7STAAD.PRO CODE CHECKING - (AISC 9TH EDITION)********************************************ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================84 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.111 21238.13 T -32877.93 138738.45 0.0085 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.060 21557.30 C -13662.68 -101881.29 0.0086 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.066 34128.01 T 21299.57 3693.36 0.0087 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.144 31134.79 T 50251.60 101708.16 0.0088 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.124 344.66 T 38738.63 -152657.27 0.0089 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.083 33688.86 T 20417.63 103711.59 0.0090 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.055 22954.65 C -17374.42 8981.24 0.0099 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.125 32450.58 T 39996.06 -104196.80 122.46100 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.067 3350.49 T 27056.64 6143.42 122.46101 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.058 22915.56 T -11302.47 100569.52 122.46102 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.132 2773.00 C -41140.39 -151784.80 122.46103 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.112 21167.79 C -35878.88 105947.60 122.46104 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.061 21781.07 T -22533.26 6588.72 122.46

    105 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.068 31742.20 C 17066.75 -101201.77 122.46C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 7 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 8ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================106 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.131 2

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    576.40 T -45196.93 -102298.84 0.00107 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.151 32484.20 T 47936.61 137938.67 122.46116 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.528 231960.36 T 35810.32 -348262.88 140.00

    117 TAP ERED (AISC SECTIONS)PASS AISC- H1-2 0.445 331546.43 C -46823.64 -90667.05 140.00118 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.690 360326.35 C -29446.57 -257987.16 140.00119 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.786 374002.65 C -4030.74 -424650.47 140.00120 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.765 362206.95 C 35532.75 -358303.84 140.00121 TAP ERED (AISC SECTIONS)PASS AISC- H1-2 0.407 329135.70 C -45941.95 -54260.31 140.00122 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.449 230433.84 T -30378.39 -244065.16 140.00123 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.543 244285.48 T -4064.97 -423886.25 140.00148 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.132 21239.38 C -37296.22 -185838.75 0.00149 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.074 24563.67 T -14018.14 116811.66 0.00150 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.068 31055.57 C 25361.31 17042.09 0.00151 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.155 34127.42 T 49007.13 -117313.37 0.00152 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.146 32388.17 T 45382.94 144948.92 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 8 of 45

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    STAAD SPACE -- PAGE NO. 9ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    153 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.083 32500.89 C 20166.66 -120278.34 0.00154 TAP ERED (AISC SECTIONS)

    PASS AISC- H2-1 0.070 22837.83 T -22630.46 30518.49 0.00163 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.136 3266.32 T 46493.14 118150.37 122.46164 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.087 36757.35 T 25474.99 14663.78 122.46165 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.062 22561.26 C -11733.02 -115188.49 122.46166 TAP ERED (AISC SECTIONS)

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    PASS AISC- H2-1 0.135 21933.73 T -41164.84 145388.50 122.46167 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.130 2882.47 T -42759.80 -121813.60 122.46168 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.079 2

    4694.58 C -22754.83 32928.09 122.46169 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.087 34343.53 T 20303.24 112219.73 122.46170 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.138 21828.99 C -45310.95 114236.77 0.00171 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.153 3364.70 T 47482.93 -186475.88 122.46180 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.402 241948.98 T 7336.69 131444.77 0.00181 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.433 227899.92 T -40770.87 169468.80 0.00182 TAP ERED (AISC SECTIONS)PASS AISC- H1-2 0.481 332976.33 C -40389.31 -195818.84 110.00183 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.650 357947.90 C -38924.32 164775.14 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 9 of 45

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    STAAD SPACE -- PAGE NO. 10ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    184 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.397 231320.89 T -23438.58 169352.27 110.00185 TAP ERED (AISC SECTIONS)PASS AISC- H1-2 0.447 327835.85 C -42849.66 -184940.86 110.00186 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.640 372008.56 C 6112.81 114108.76 0.00187 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.621 361733.46 C -21356.33 154373.62 110.00212 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.159 23041.04 T -34439.39 319611.19 0.00213 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.078 2175.76 C -11190.29 -244482.58 0.00

    214 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.105 310737.24 T 25311.04 32117.75 0.00215 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.172 31612.30 T 48034.70 251643.19 0.00216 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.188 23529.34 C 37347.92 -413692.28 0.00217 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.101 32155.04 T 18468.89 238407.44 0.00

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    218 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.116 28280.44 C -24606.75 121659.39 0.00227 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.178 36195.34 T 44382.61 -244779.73 122.46228 TAP ERED (AISC SECTIONS)

    PASS AISC- H2-1 0.078 31921.08 T 27145.60 33669.76 122.46229 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.100 27582.94 T -8879.55 249649.50 122.46230 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.177 2484.54 C -37549.09 -414768.84 122.46C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 10 of 45

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    STAAD SPACE -- PAGE NO. 11ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    231 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.163 23529.34 C -41927.32 238809.19 122.46232 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.082 258.20 T -23761.80 119982.32 122.46233 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.124 28280.44 C 12226.25 -303407.34 122.46234 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.168 2562.62 C -43125.79 -305293.03 0.00235 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.179 31534.22 T 44980.83 320915.78 122.46244 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.646 358322.78 C 29856.73 170153.69 0.00245 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.610 366537.23 C 5793.40 107200.00 150.00246 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.559 352960.44 C 17970.47 161530.50 150.00247 TAP ERED (AISC SECTIONS)PASS AISC- H1-2 0.476 332916.84 C 38181.66 -200914.34 0.00248 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.416 228952.17 T 32355.38 180351.44 0.00249 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.350 2

    37284.43 T 6757.12 100527.44 150.00250 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.340 223982.25 T 21866.71 178867.73 150.00251 TAP ERED (AISC SECTIONS)PASS AISC- H1-2 0.409 325665.57 C 37585.88 -178853.25 0.00276 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.194 2518.07 C -32159.79 -552759.88 0.00277 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.114 3

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    8672.53 T -5918.35 331824.97 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 11 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 12ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION

    =======================================================================278 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.102 32944.48 T 31462.63 82183.23 0.00279 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.200 34797.70 T 51000.18 -296787.12 0.00280 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.172 31875.10 T 39193.38 344984.38 0.00281 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.137 26743.31 C 11141.93 -402940.66 0.00282 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.123 2842.69 C -27952.93 256551.67 0.00291 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.190 32478.63 T 47072.91 332329.06 122.46292 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.119 38672.53 T 29868.32 81743.97 122.46293 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.076 32944.48 T 1596.34 -296679.75 122.46294 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.174 34797.70 T -35700.04 344744.84 122.46295 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.188 21121.61 C -42047.53 -403493.78 122.46296 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.145 26743.31 C -27463.72 256954.28 122.46297 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.090 32154.02 T -13127.53 246680.39 0.00298 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.174 23459.08 C -46752.77 236992.67 0.00299 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.225 23459.08 C 40720.20 -552481.75 122.46308 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.342 219855.83 T -26633.39 189734.88 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 12 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 13ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================309 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.289 124791.97 C 499.05 6812.51 400.00310 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.289 124791.97 C -499.04 6812.45 400.00

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    311 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.456 323417.79 C 34077.85 128238.52 0.00312 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.718 344329.88 C -25916.77 178199.80 0.00313 TAP ERED (AISC SECTIONS)

    PASS AISC- H1-1 0.667 351586.81 C 3084.65 127528.34 0.00314 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.606 342733.26 C -18040.92 61239.65 400.00315 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.490 325981.59 C 34014.50 129724.63 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***316 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.415 217515.13 T -2474.89 2135.46 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***317 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.429 217497.26 T 3496.77 -3237.99 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***318 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.580 318947.46 C -2735.05 1103.25 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***319 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.591 319060.82 C -4271.23 -822.19 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***320 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.188 16087.78 C 29.86 1845.05 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***321 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.227 35721.84 C -3818.51 5518.82 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 13 of 45

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    STAAD SPACE -- PAGE NO. 14ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    322 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.547 317620.74 C -2868.83 1691.75 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***323 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.561 317693.03 C 1509.63 4364.14 234.51

    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***324 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.725 323084.29 C 3998.30 2334.19 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***325 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.721 323147.82 C -2315.31 -3244.97 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***326 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.302 212395.18 T 2380.48 -1875.04 0.00

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    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***327 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.320 212428.35 T 4078.75 2718.81 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***328 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.301 2

    12002.93 T 2792.95 -2705.51 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***329 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.292 211993.80 T -1302.13 2864.49 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***330 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.216 36976.74 C -688.17 -1564.35 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***331 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.245 37087.26 C 4381.34 -1914.14 234.51356 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.158 312660.92 T -28676.80 218943.56 0.00357 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.111 314534.31 T 8304.77 -191464.75 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 14 of 45

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    STAAD SPACE -- PAGE NO. 15ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    358 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.128 317604.87 T 23090.10 52960.73 0.00359 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.149 311742.02 T 25771.63 222715.78 0.00360 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.195 35780.01 T 40426.64 -375999.25 0.00361 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.080 36271.03 T -7024.83 195608.17 122.46362 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.132 28755.32 C -16782.91 279109.66 0.00371 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.184 312660.92 T 42191.04 -190395.47 122.46372 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.114 314534.31 T 21842.50 53560.72 122.46

    373 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.123 317604.87 T -6104.90 220657.06 122.46374 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.129 311742.02 T -3933.46 -377452.22 122.46375 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.127 24542.99 C -36129.59 112502.43 122.46376 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.104 24789.19 C -11379.93 278532.78 122.46

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    377 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.133 28755.32 C 13734.55 -318245.62 122.46378 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.113 23031.44 C -14505.38 -318793.62 0.00379 TAP ERED (AISC SECTIONS)

    PASS AISC- H2-1 0.115 38028.78 T 16912.34 220870.83 122.46388 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.299 124472.53 C 380.81 -38066.55 400.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 15 of 45

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    STAAD SPACE -- PAGE NO. 16ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================389 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.299 124472.53 C -380.81 -38066.62 400.00390 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.331 315968.75 C -22637.61 -153982.77 400.00391 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.358 318547.67 C 30387.29 -79569.61 0.00392 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.593 341194.10 C -21071.07 -43620.75 0.00393 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.532 342913.68 C 3165.90 -53956.54 400.00394 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.520 333691.71 C -23071.10 -76787.87 400.00395 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.513 330080.21 C 30661.24 -93154.44 0.00396 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.207 33599.72 T 1040.95 918940.62 160.00397 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.203 1418.79 T 109.65 967044.94 160.00398 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.203 1418.79 T -109.67 967045.44 160.00399 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.205 33299.02 T -1453.93 911898.06 160.00400 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.244 3

    2078.09 C 6094.38 1061844.25 160.00401 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.249 38013.74 C -1850.38 1017739.94 160.00402 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.211 3786.57 T -3560.82 959785.00 160.00403 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.215 3135.69 C -1034.97 1016551.06 160.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 16 of 45

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    STAAD SPACE -- PAGE NO. 17ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================404 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.210 3

    3468.35 T 109.12 946888.50 0.00405 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.210 1671.58 T -622.77 987818.25 0.00406 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.210 1671.57 T 622.80 987816.50 0.00407 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.210 1671.57 T -622.83 987818.25 0.00408 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.249 31702.93 C -7741.79 1075005.12 0.00409 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.261 37538.15 C 3493.49 1064668.25 0.00410 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.221 31191.44 T 2729.62 1008624.25 0.00411 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.215 3333.36 C 766.95 1017359.38 0.00412 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.087 314.62 T -6582.45 341130.91 61.23413 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.076 334.51 C -2689.78 335536.66 61.23414 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.077 1409.40 T -1638.34 341401.84 61.23415 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.082 329.43 C -5966.64 324389.12 61.23416 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.077 1409.40 T -1638.43 341408.66 61.23417 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.079 350.60 T 3762.32 399.21 0.00418 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.100 3126.31 T 8694.09 376907.25 61.23C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 17 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 18ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)

    MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================419 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.098 3343.50 T 9890.38 353553.16 61.23420 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.441 11554.10 T -183719.50 979.10 122.46421 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.442 3211.62 T -184648.14 15235.94 122.46

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    422 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.442 11554.10 T -183720.56 979.34 122.46423 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.442 3473.13 C -184214.53 13038.61 122.46424 TAP ERED (AISC SECTIONS)

    PASS AISC- H2-1 0.454 31457.53 T 186230.61 32081.89 0.00425 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.446 31956.43 C -184233.27 -5815.24 122.46426 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.445 32501.71 T -183235.31 -7710.94 122.46427 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.077 345.12 C -2388.61 341147.03 0.00428 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.082 30.92 T -5265.83 335515.56 0.00429 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.077 1409.40 T -1638.35 341401.84 0.00430 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.079 344.72 C -4856.09 324395.12 0.00431 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.077 1409.40 T -1638.41 341408.66 0.00432 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.074 1428.17 T -606.26 341406.88 0.00433 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.083 3226.28 T 1570.39 376900.44 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 18 of 45

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    STAAD SPACE -- PAGE NO. 19ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    434 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.109 3279.25 T 14435.86 353535.78 0.00435 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.441 11554.10 T -183719.50 979.08 0.00436 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.442 3225.83 T -184646.86 16318.00 0.00437 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.442 1

    1554.10 T -183720.56 979.35 0.00438 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.441 3512.77 C -184222.83 10012.93 0.00439 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.443 31478.97 T -183618.22 -9879.80 0.00440 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.448 32056.41 C -184240.06 -13470.17 0.00441 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.444 3

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    2565.95 T -183252.70 -2759.53 0.00442 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.445 31423.70 C -184029.20 -13554.33 122.46443 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.444 31363.96 C -184013.06 -8916.58 0.00

    444 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.056 1102.13 T 0.01 -493.17 0.00445 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.056 144.50 T 0.01 -479.05 0.00446 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.056 1102.14 T 0.01 -480.61 0.00447 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.056 144.50 T 0.00 -470.78 0.00448 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.056 144.49 T 0.00 -481.15 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 19 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 20ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    449 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.056 1102.13 T 0.00 -490.97 0.00450 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.056 144.49 T -0.01 -483.34 0.00451 TAP ERED (AISC SECTIONS)PASS SHEAR -Y 0.056 1102.14 T -0.02 -488.88 0.00452 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.317 118464.46 C 195.89 235218.45 400.00453 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.317 118464.46 C -195.83 235218.72 400.00454 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.317 118464.46 C 195.81 235218.48 400.00455 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.343 320890.22 C -5968.68 182609.77 400.00456 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.385 322197.07 C 3721.16 -262542.50 400.00457 TAP ERED (AISC SECTIONS)

    PASS AISC- H1-1 0.420 326585.38 C 527.99 -253914.66 400.00458 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.418 326460.00 C -5195.10 -210558.06 400.00459 TAP ERED (AISC SECTIONS)PASS AISC- H1-1 0.317 118464.45 C 195.96 -235218.77 400.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***460 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.159 26049.10 T 1836.53 -1786.90 0.00

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    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***461 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.163 14340.08 C -2247.44 -3123.53 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***462 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.302 3

    9457.88 C -2160.60 -2029.29 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 20 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 21ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    463 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.306 39577.16 C -1470.15 2792.31 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***464 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.163 14340.09 C 2247.39 -3123.55 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***465 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.148 14427.73 C -625.55 2093.68 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***466 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.269 37995.92 C -2681.72 -2881.03 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***467 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.263 38094.94 C -335.99 3824.69 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***468 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.337 310632.12 C 2216.20 -2089.78 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***469 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.349 310752.85 C 1590.72 3794.27 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***470 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.163 14340.09 C -2247.35 -3123.66 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***471 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.120 14393.67 C -963.14 -1133.59 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***472 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.163 1

    4340.09 C -2247.42 -3123.55 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***473 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.148 14427.73 C 625.52 2093.68 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***474 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.181 35092.97 C 2388.36 -2431.71 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 21 of 45

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    STAAD SPACE -- PAGE NO. 22

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    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***475 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.160 35194.78 C -7.39 1553.72 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***476 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.271 3

    8274.39 C 3599.19 -1376.62 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***477 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.253 38149.51 C -2601.32 213.34 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***478 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.209 28417.14 T 210.14 -3301.73 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***479 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.220 28405.67 T 2471.20 -2908.12 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***480 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.302 212095.41 T 3883.79 1261.63 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***481 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.297 212028.13 T 960.20 -3723.92 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***482 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.642 320425.49 C -1854.13 -3965.87 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***483 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.643 320325.34 C 2545.22 4049.08 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***484 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.181 15882.19 C 79.42 1592.77 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***485 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.180 15835.65 C -108.28 1793.94 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***486 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.465 314731.70 C 366.87 4597.80 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***487 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.456 314642.86 C -2570.96 2109.01 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***488 ST HSST4X4X0.25 (AISC SECTIONS)

    PASS AISC- H2-1 0.353 214500.39 T 2034.20 3181.51 234.51C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 22 of 45

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    STAAD SPACE -- PAGE NO. 23***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***489 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.367 214442.35 T -2309.45 -4719.34 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***490 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.550 3

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    17652.09 C -4363.81 489.94 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***491 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.536 317501.10 C -584.70 3467.27 234.51***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***492 ST HSST4X4X0.25 (AISC SECTIONS)

    PASS AISC- H2-1 0.191 27201.70 T -1560.15 -3048.94 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***493 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.156 34035.40 C -1833.38 1666.87 287.20***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***494 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.212 28681.80 T -313.85 2692.41 287.20***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***495 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.500 313587.34 C 1027.93 5687.42 287.20***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***496 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.096 12505.11 C -17.28 2259.01 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***497 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.358 39392.13 C -1630.15 5150.16 287.20***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***498 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.279 211359.01 T -655.68 -3511.14 287.20***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***499 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.412 311555.33 C 317.63 4274.76 287.20***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***500 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.310 38818.35 C -453.17 4454.35 268.49***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***501 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.230 28856.51 T 780.50 4218.14 268.49***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***502 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.152 25430.57 T -1529.58 -2948.44 268.49C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 23 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 24***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***503 ST HSST4X4X0.25 (AISC SECTIONS)

    PASS AISC- H1-3 0.117 32986.40 C -1505.36 1803.36 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***504 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.063 11574.83 C -16.00 2100.25 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***505 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.255 36743.90 C -1524.65 4883.65 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***506 ST HSST4X4X0.25 (AISC SECTIONS)

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    PASS AISC- H1-1 0.386 310916.30 C 1578.01 2965.24 282.11***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***507 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.141 25694.78 T 306.31 1994.72 282.11***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***

    508 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.094 12444.13 C -76.98 2344.13 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***509 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.167 26324.59 T -2498.19 -1369.55 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***510 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.216 28521.92 T -1201.09 2797.71 282.11***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***511 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.284 38214.19 C 438.61 -2463.99 47.02***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***512 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.325 38670.58 C -2512.02 3702.13 282.11***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***513 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.131 32848.36 C -2061.80 3647.86 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***514 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.368 310241.03 C -824.76 5673.39 268.49***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***515 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.179 26986.33 T 296.65 3335.63 268.49540 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.045 2111.18 C -15174.25 39459.57 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 24 of 45

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    STAAD SPACE -- PAGE NO. 25ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================541 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.036 31541.40 C 5528.63 -82320.33 0.00542 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.066 3550.76 T 16821.59 117218.91 0.00

    543 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.099 32137.55 C 23725.69 163791.00 0.00544 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.146 33795.78 C 26644.03 -327613.69 0.00545 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.064 32500.05 C -5420.80 199592.88 122.46546 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.140 23954.25 C -14432.56 436157.78 0.00

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    555 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.082 31135.20 C 25296.85 -82763.16 122.46556 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.072 31541.40 C 17631.85 117865.07 122.46557 TAP ERED (AISC SECTIONS)

    PASS AISC- H2-1 0.048 3550.76 T 4996.06 163093.17 122.46558 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.100 21158.60 C -11401.92 -327407.78 122.46559 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.070 22771.77 C -21662.67 -36785.79 122.46560 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.119 21521.10 C -9321.25 436050.94 122.46561 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.122 34978.26 C 16211.80 -309829.50 122.46562 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.101 22025.12 C -12235.33 -309437.22 0.00563 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.062 33004.07 C 17868.92 39601.12 122.46C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 25 of 45

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    STAAD SPACE -- PAGE NO. 26ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================572 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.057 31371.06 T -21189.91 9673.01 26.67573 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.060 31147.33 C -22030.32 15366.60 0.00574 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.065 31664.67 C -24435.07 -1716.24 0.00575 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.060 3448.97 C -23457.93 -13447.06 0.00576 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.060 3596.22 T -23392.21 -10421.72 0.00577 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.074 33947.03 C -24579.37 1028.53 0.00578 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.058 3

    1090.47 T -21871.59 8509.49 0.00579 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.054 10.20 T -22733.48 -1.28 0.00580 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.127 31044.31 T 50204.39 -22135.99 160.00581 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.134 31222.94 C 52540.38 -20393.10 160.00582 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.161 3

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    1287.97 C 65278.11 5022.52 160.00583 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.153 3239.33 C 63021.09 14360.03 160.00584 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.122 10.29 T 51575.82 223.38 160.00

    585 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.154 35544.25 C 55221.62 -4249.76 160.00586 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.122 10.29 T 51575.83 223.39 160.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 26 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 27ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================

    587 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.122 10.29 T 51575.74 -223.38 160.00588 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.054 31322.76 C -20709.17 -2418.46 61.23589 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.053 3481.98 C -20332.56 15764.43 61.23590 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.049 3557.57 T -19407.42 5464.84 61.23591 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.048 12.81 T -20038.21 -65.01 61.23592 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.051 390.74 C -20244.22 -11587.36 61.23593 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.060 3997.60 C -22131.71 -19244.79 61.23594 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.058 31237.70 C -19617.06 32334.54 61.23595 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.052 3557.07 C -20274.78 8977.72 61.23596 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.023 3597.39 T -7686.21 13005.03 122.46597 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.028 32286.71 T -7024.27 -15558.87 122.46598 TAP ERED (AISC SECTIONS)

    PASS AISC- H2-1 0.032 31273.89 T 10351.82 14028.12 0.00599 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.049 3414.05 T 19576.10 4837.78 0.00600 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.030 31263.87 C -10187.90 -6435.43 122.46601 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.035 33290.03 C -7532.93 23271.78 122.46C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 27 of 45

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    Friday, March 09, 2012, 03:47 AM

    STAAD SPACE -- PAGE NO. 28ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================602 TAP ERED (AISC SECTIONS)

    PASS AISC- H1-3 0.040 32850.10 C 4894.78 82385.01 0.00603 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.057 31198.83 C -20707.73 -15012.09 0.00604 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.052 323.06 C -20360.56 -19608.14 0.00605 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.049 3659.75 T -19410.60 -3901.21 0.00606 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.048 12.81 T -20038.21 -65.02 0.00607 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.051 3327.72 C -20238.61 10387.13 0.00608 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.058 31314.18 C -22126.36 4659.25 0.00609 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.050 3687.15 C -19338.91 7609.64 5.10610 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.059 31035.50 C -20266.43 33126.55 0.00611 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.026 3138.45 T 8470.76 25587.45 122.46612 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.040 3

    2184.54 T 13037.71 8856.22 122.46613 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.025 31477.14 T 7447.84 -8963.46 122.46614 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.039 2701.69 T -14980.97 -3862.28 122.46615 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.031 3947.29 C -10193.26 16458.75 0.00616 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.046 33840.60 C 5427.11 86902.45 122.46C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 28 of 45

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    STAAD SPACE -- PAGE NO. 29

    ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================617 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.033 32371.66 C -8795.81 14202.76 0.00618 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.031 21562.99 C -8847.95 -17859.06 0.00619 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.038 3

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    1737.59 C 12497.14 -5732.43 122.46620 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.009 3331.94 T -2760.47 4959.86 61.59621 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.009 337.26 C -2128.36 18412.62 36.96

    622 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.008 3417.76 C -2564.48 3072.78 61.59623 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.008 3242.03 C -2349.66 -5566.41 49.27624 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.013 3581.80 C 377.31 46574.55 147.82625 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.014 3429.89 C 398.24 -53074.30 147.82626 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.009 3241.58 T -2585.43 -8304.63 49.27627 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.008 383.08 C -2489.58 -10297.51 49.27628 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.161 31324.63 T -12660.09 -216730.16 0.00629 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.159 24288.90 T -2871.43 238044.23 0.00630 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.149 11331.13 C 376.55 -272755.16 0.00631 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.261 32559.13 C 15692.06 -363920.28 0.00C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 29 of 45

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    STAAD SPACE -- PAGE NO. 30ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================632 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.233 32909.13 C -8630.44 351185.97 0.00633 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.247 35623.88 C -256.98 382388.84 0.00634 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.290 35730.45 C 9470.08 402165.41 0.00635 TAP ERED (AISC SECTIONS)

    PASS AISC- H2-1 0.192 329.10 T 15000.25 283253.38 0.00636 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.058 31720.43 C 5504.76 40824.95 350.00637 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.075 21291.06 T -1031.72 -126745.19 0.00638 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.061 23249.02 T 3666.60 -48501.85 0.00639 TAP ERED (AISC SECTIONS)

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    PASS AISC- H1-3 0.131 33833.36 C 9837.74 113902.12 0.00640 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.074 3600.87 T 9601.05 -73035.21 350.00641 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.069 3

    2425.34 C -2185.09 -74039.02 350.00642 TAP ERED (AISC SECTIONS)PASS AISC- H1-3 0.116 34343.34 C 7482.13 -89972.05 0.00643 TAP ERED (AISC SECTIONS)PASS AISC- H2-1 0.078 32525.41 T 7785.00 -64687.53 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***644 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.095 32503.61 C 133.97 -3303.69 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***645 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.081 32411.19 C -1678.83 401.65 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 30 of 45

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    STAAD SPACE -- PAGE NO. 31ALL UNITS ARE - KG CM (UNLESS OTHERWISE NOTED)MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/FX MY MZ LOCATION=======================================================================646 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.100 23753.16 T -2354.58 308.17 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***647 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.105 23760.12 T 1605.24 -1826.67 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***648 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.147 35031.54 T 4174.47 -1178.56 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***649 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.127 25400.79 T -877.94 -392.26 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***650 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.213 36399.67 C -3161.97 2291.25 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***651 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.220 36475.48 C 3031.41 -3421.99 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***

    652 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.143 33568.83 C 3634.06 -2623.91 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***653 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.126 33492.42 C -2060.95 2083.84 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***654 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.059 3836.45 T -4125.39 -1793.12 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***

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    655 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.038 3918.15 T 792.91 1769.97 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***656 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.215 36468.56 C 1903.32 -3833.43 0.00

    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***657 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.205 36385.08 C -2188.48 2027.95 213.59C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 31 of 45

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    STAAD SPACE -- PAGE NO. 32***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***658 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.169 36501.90 T -2783.02 -1159.44 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***659 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.164 26872.53 T -888.15 -1174.72 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***660 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.100 23830.57 T 877.36 -1349.81 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***661 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.102 23809.46 T 629.82 -2158.81 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***662 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.119 34145.98 C 273.68 249.34 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***663 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.144 34223.96 C -2593.23 1442.83 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***664 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.054 31674.56 T 519.31 2066.49 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***665 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.046 21908.91 T -266.66 444.43 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***666 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.074 32098.07 C 132.58 2164.11 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***667 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.074 32024.90 C 1437.75 1203.92 213.59

    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***668 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.149 34525.71 C -1597.23 1840.33 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***669 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.136 34430.28 C -1033.62 952.55 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***670 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.101 24284.86 T 453.26 622.12 213.59

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    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***671 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.108 24260.79 T -645.31 -1409.77 213.59C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 32 of 45

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    STAAD SPACE -- PAGE NO. 33

    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***672 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.058 21364.43 T -2342.50 -1678.82 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***673 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H2-1 0.042 31176.87 T 809.25 -1416.53 213.59***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***674 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.068 31905.34 C -1391.48 762.75 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***675 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.058 31838.85 C 653.04 418.47 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***676 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.285 18570.49 C 176.20 3764.33 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***677 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.285 18570.49 C -176.21 3764.34 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***678 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.285 18570.49 C 176.18 3764.35 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***679 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.439 312866.56 C 2214.06 4456.96 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***680 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.501 315021.83 C -58.63 6169.11 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***681 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.444 312555.68 C -2267.64 6422.65 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***682 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.285 18570.49 C -176.19 3764.34 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***683 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.125 1

    4427.74 C 624.74 2095.09 117.26***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***684 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.262 18482.88 C -6.28 -994.34 128.06***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***685 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.262 18482.88 C 6.27 -994.34 128.06C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 33 of 45

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    ***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***686 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.262 18482.88 C -6.28 -994.34 128.06***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***687 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.402 3

    12763.97 C 1773.25 -380.88 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***688 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.459 314912.72 C -55.93 -1165.47 42.69***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***689 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.396 312477.70 C -1698.97 -825.22 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***690 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.262 18482.88 C 6.28 -994.34 128.06***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***691 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.285 18570.49 C 176.25 3764.34 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***692 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-1 0.262 18482.88 C -6.27 -994.34 128.06***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***693 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.033 359.70 C 1763.70 -2944.25 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***694 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.032 337.57 C 1377.13 -3269.58 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***695 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.023 315.58 C 1399.32 -2008.20 0.00***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***696 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.016 311.31 C 353.14 -1947.68 122.46***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***697 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.045 338.31 C 2946.14 -3573.01 122.46***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***698 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.024 363.55 C 654.94 -2693.29 122.46***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***699 ST HSST4X4X0.25 (AISC SECTIONS)

    PASS AISC- H1-3 0.016 357.34 C -850.17 -1336.01 81.64C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 34 of 45

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    STAAD SPACE -- PAGE NO. 35***NOTE: DESIGN IN ACCORDANCE WITH ASD PROVISIONS FOR TUBES***700 ST HSST4X4X0.25 (AISC SECTIONS)PASS AISC- H1-3 0.014 363.28 C -1231.37 -637.52 0.00189. STEEL MEMBER TAKE OFF ALLC:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 35 of 45

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    STAAD SPACE -- PAGE NO. 36STEEL TAKE-OFF--------------PROFILE LENGTH(CM ) WEIGHT(KG )

    TAPERED 84 25119.18 26411.137TAPERED 116 18400.01 9106.549ST HSST4X4X0.25 29871.54 5087.514

    PRISMATIC STEEL 0.00 0.000----------------TOTAL = 40605.203MEMBER PROFILE LENGTH WEIGHT(CM ) (KG )

    84 TAP ERED 122.46 128.75785 TAP ERED 122.46 128.75786 TAP ERED 122.46 128.75787 TAP ERED 122.46 128.75788 TAP ERED 122.46 128.75789 TAP ERED 122.46 128.75790 TAP ERED 122.46 128.75799 TAP ERED 122.46 128.757100 TAP ERED 122.46 128.757101 TAP ERED 122.46 128.757102 TAP ERED 122.46 128.757103 TAP ERED 122.46 128.757104 TAP ERED 122.46 128.757105 TAP ERED 122.46 128.757106 TAP ERED 122.46 128.757107 TAP ERED 122.46 128.757116 TAP ERED 140.00 69.289117 TAP ERED 140.00 69.289118 TAP ERED 140.00 69.289119 TAP ERED 140.00 69.289120 TAP ERED 140.00 69.289121 TAP ERED 140.00 69.289122 TAP ERED 140.00 69.289123 TAP ERED 140.00 69.289148 TAP ERED 122.46 128.757149 TAP ERED 122.46 128.757150 TAP ERED 122.46 128.757151 TAP ERED 122.46 128.757152 TAP ERED 122.46 128.757153 TAP ERED 122.46 128.757154 TAP ERED 122.46 128.757163 TAP ERED 122.46 128.757164 TAP ERED 122.46 128.757165 TAP ERED 122.46 128.757166 TAP ERED 122.46 128.757167 TAP ERED 122.46 128.757168 TAP ERED 122.46 128.757C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 36 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 37169 TAP ERED 122.46 128.757170 TAP ERED 122.46 128.757

    171 TAP ERED 122.46 128.757180 TAP ERED 110.00 54.441181 TAP ERED 110.00 54.441182 TAP ERED 110.00 54.441183 TAP ERED 110.00 54.441184 TAP ERED 110.00 54.441185 TAP ERED 110.00 54.441186 TAP ERED 110.00 54.441187 TAP ERED 110.00 54.441212 TAP ERED 122.46 128.757213 TAP ERED 122.46 128.757214 TAP ERED 122.46 128.757

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    215 TAP ERED 122.46 128.757216 TAP ERED 122.46 128.757217 TAP ERED 122.46 128.757218 TAP ERED 122.46 128.757227 TAP ERED 122.46 128.757228 TAP ERED 122.46 128.757229 TAP ERED 122.46 128.757

    230 TAP ERED 122.46 128.757231 TAP ERED 122.46 128.757232 TAP ERED 122.46 128.757233 TAP ERED 122.46 128.757234 TAP ERED 122.46 128.757235 TAP ERED 122.46 128.757244 TAP ERED 150.00 74.238245 TAP ERED 150.00 74.238246 TAP ERED 150.00 74.238247 TAP ERED 150.00 74.238248 TAP ERED 150.00 74.238249 TAP ERED 150.00 74.238250 TAP ERED 150.00 74.238251 TAP ERED 150.00 74.238276 TAP ERED 122.46 128.757277 TAP ERED 122.46 128.757278 TAP ERED 122.46 128.757279 TAP ERED 122.46 128.757280 TAP ERED 122.46 128.757281 TAP ERED 122.46 128.757282 TAP ERED 122.46 128.757291 TAP ERED 122.46 128.757292 TAP ERED 122.46 128.757293 TAP ERED 122.46 128.757294 TAP ERED 122.46 128.757295 TAP ERED 122.46 128.757296 TAP ERED 122.46 128.757297 TAP ERED 122.46 128.757298 TAP ERED 122.46 128.757299 TAP ERED 122.46 128.757308 TAP ERED 400.00 197.968309 TAP ERED 400.00 197.968310 TAP ERED 400.00 197.968311 TAP ERED 400.00 197.968312 TAP ERED 400.00 197.968C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 37 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 38313 TAP ERED 400.00 197.968314 TAP ERED 400.00 197.968315 TAP ERED 400.00 197.968316 ST HSST4X4X0.25 234.51 39.941317 ST HSST4X4X0.25 234.51 39.941318 ST HSST4X4X0.25 234.51 39.941319 ST HSST4X4X0.25 234.51 39.941320 ST HSST4X4X0.25 234.51 39.941321 ST HSST4X4X0.25 234.51 39.941

    322 ST HSST4X4X0.25 234.51 39.941323 ST HSST4X4X0.25 234.51 39.941324 ST HSST4X4X0.25 234.51 39.941325 ST HSST4X4X0.25 234.51 39.941326 ST HSST4X4X0.25 234.51 39.941327 ST HSST4X4X0.25 234.51 39.941328 ST HSST4X4X0.25 234.51 39.941329 ST HSST4X4X0.25 234.51 39.941330 ST HSST4X4X0.25 234.51 39.941331 ST HSST4X4X0.25 234.51 39.941356 TAP ERED 122.46 128.757357 TAP ERED 122.46 128.757

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    358 TAP ERED 122.46 128.757359 TAP ERED 122.46 128.757360 TAP ERED 122.46 128.757361 TAP ERED 122.46 128.757362 TAP ERED 122.46 128.757371 TAP ERED 122.46 128.757372 TAP ERED 122.46 128.757

    373 TAP ERED 122.46 128.757374 TAP ERED 122.46 128.757375 TAP ERED 122.46 128.757376 TAP ERED 122.46 128.757377 TAP ERED 122.46 128.757378 TAP ERED 122.46 128.757379 TAP ERED 122.46 128.757388 TAP ERED 400.00 197.968389 TAP ERED 400.00 197.968390 TAP ERED 400.00 197.968391 TAP ERED 400.00 197.968392 TAP ERED 400.00 197.968393 TAP ERED 400.00 197.968394 TAP ERED 400.00 197.968395 TAP ERED 400.00 197.968396 TAP ERED 160.00 168.229397 TAP ERED 160.00 168.229398 TAP ERED 160.00 168.229399 TAP ERED 160.00 168.229400 TAP ERED 160.00 168.229401 TAP ERED 160.00 168.229402 TAP ERED 160.00 168.229403 TAP ERED 160.00 168.229404 TAP ERED 160.00 168.229405 TAP ERED 160.00 168.229406 TAP ERED 160.00 168.229407 TAP ERED 160.00 168.229408 TAP ERED 160.00 168.229C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 38 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 39409 TAP ERED 160.00 168.229410 TAP ERED 160.00 168.229411 TAP ERED 160.00 168.229412 TAP ERED 61.23 64.379413 TAP ERED 61.23 64.379414 TAP ERED 61.23 64.379415 TAP ERED 61.23 64.378416 TAP ERED 61.23 64.378417 TAP ERED 61.23 64.378418 TAP ERED 61.23 64.378419 TAP ERED 61.23 64.379420 TAP ERED 122.46 128.757421 TAP ERED 122.46 128.757422 TAP ERED 122.46 128.757423 TAP ERED 122.46 128.757424 TAP ERED 122.46 128.757

    425 TAP ERED 122.46 128.757426 TAP ERED 122.46 128.757427 TAP ERED 61.23 64.378428 TAP ERED 61.23 64.378429 TAP ERED 61.23 64.378430 TAP ERED 61.23 64.379431 TAP ERED 61.23 64.379432 TAP ERED 61.23 64.379433 TAP ERED 61.23 64.379434 TAP ERED 61.23 64.378435 TAP ERED 122.46 128.757436 TAP ERED 122.46 128.757

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    437 TAP ERED 122.46 128.757438 TAP ERED 122.46 128.757439 TAP ERED 122.46 128.757440 TAP ERED 122.46 128.757441 TAP ERED 122.46 128.757442 TAP ERED 122.46 128.757443 TAP ERED 122.46 128.757

    444 TAP ERED 147.82 155.424445 TAP ERED 147.82 155.424446 TAP ERED 147.82 155.423447 TAP ERED 147.82 155.423448 TAP ERED 147.82 155.424449 TAP ERED 147.82 155.424450 TAP ERED 147.82 155.424451 TAP ERED 147.82 155.424452 TAP ERED 400.00 197.968453 TAP ERED 400.00 197.968454 TAP ERED 400.00 197.968455 TAP ERED 400.00 197.968456 TAP ERED 400.00 197.968457 TAP ERED 400.00 197.968458 TAP ERED 400.00 197.968459 TAP ERED 400.00 197.968460 ST HSST4X4X0.25 234.51 39.941461 ST HSST4X4X0.25 234.51 39.941462 ST HSST4X4X0.25 234.51 39.941463 ST HSST4X4X0.25 234.51 39.941464 ST HSST4X4X0.25 234.51 39.941C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 39 of 45

    Friday, March 09, 2012, 03:47 AMSTAAD SPACE -- PAGE NO. 40465 ST HSST4X4X0.25 234.51 39.941466 ST HSST4X4X0.25 234.51 39.941467 ST HSST4X4X0.25 234.51 39.941468 ST HSST4X4X0.25 234.51 39.941469 ST HSST4X4X0.25 234.51 39.941470 ST HSST4X4X0.25 234.51 39.941471 ST HSST4X4X0.25 117.26 19.970472 ST HSST4X4X0.25 234.51 39.941473 ST HSST4X4X0.25 234.51 39.941474 ST HSST4X4X0.25 234.51 39.941475 ST HSST4X4X0.25 234.51 39.941476 ST HSST4X4X0.25 234.51 39.941477 ST HSST4X4X0.25 234.51 39.941478 ST HSST4X4X0.25 234.51 39.941479 ST HSST4X4X0.25 234.51 39.941480 ST HSST4X4X0.25 234.51 39.941481 ST HSST4X4X0.25 234.51 39.941482 ST HSST4X4X0.25 234.51 39.941483 ST HSST4X4X0.25 234.51 39.941484 ST HSST4X4X0.25 234.51 39.941485 ST HSST4X4X0.25 234.51 39.941486 ST HSST4X4X0.25 234.51 39.941487 ST HSST4X4X0.25 234.51 39.941

    488 ST HSST4X4X0.25 234.51 39.941489 ST HSST4X4X0.25 234.51 39.941490 ST HSST4X4X0.25 234.51 39.941491 ST HSST4X4X0.25 234.51 39.941492 ST HSST4X4X0.25 287.20 48.914493 ST HSST4X4X0.25 287.20 48.914494 ST HSST4X4X0.25 287.20 48.914495 ST HSST4X4X0.25 287.20 48.914496 ST HSST4X4X0.25 287.20 48.914497 ST HSST4X4X0.25 287.20 48.914498 ST HSST4X4X0.25 287.20 48.914499 ST HSST4X4X0.25 287.20 48.914

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    500 ST HSST4X4X0.25 268.49 45.727501 ST HSST4X4X0.25 268.49 45.727502 ST HSST4X4X0.25 268.49 45.727503 ST HSST4X4X0.25 268.49 45.727504 ST HSST4X4X0.25 268.49 45.727505 ST HSST4X4X0.25 268.49 45.727506 ST HSST4X4X0.25 282.11 48.047

    507 ST HSST4X4X0.25 282.11 48.047508 ST HSST4X4X0.25 282.11 48.047509 ST HSST4X4X0.25 282.11 48.047510 ST HSST4X4X0.25 282.11 48.047511 ST HSST4X4X0.25 282.11 48.047512 ST HSST4X4X0.25 282.11 48.047513 ST HSST4X4X0.25 282.11 48.047514 ST HSST4X4X0.25 268.49 45.727515 ST HSST4X4X0.25 268.49 45.727540 TAP ERED 122.46 128.757541 TAP ERED 122.46 128.757542 TAP ERED 122.46 128.757543 TAP ERED 122.46 128.757544 TAP ERED 122.46 128.757C:\Documents and Settings\Juan\Escritorio\Stand pipe\Tanque.anl Page 40 of 45

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    STAAD SPACE -- PAGE NO. 41545 TAP ERED 122.46 128.757546 TAP ERED 122.46 128.757555 TAP ERED 122.46 128.757556 TAP ERED 122.46 128.757557 TAP ERED 122.46 128.757558 TAP ERED 122.46 128.757559 TAP ERED 122.46 128.757560 TAP ERED 122.46 128.757561 TAP ERED 122.46 128.757562 TAP ERED 122.46 128.757563 TAP ERED 122.46 128.757572 TAP ERED 160.00 168.229573 TAP ERED 160.00 168.229574 TAP ERED 160.00 168.229575 TAP ERED 160.00 168.229576 TAP ERED 160.00 168.229577 TAP ERED 160.00 168.229578 TAP ERED 160.00 168.229579 TAP ERED 160.00 168.229580 TAP ERED 160.00 168.229581 TAP ERED 160.00 168.229582 TAP ERED 160.00 168.229583 TAP ERED 160.00 168.229584 TAP ERED 160.00 168.229585 TAP ERED 160.00 168.229586 TAP ERED 160.00 168.229587 TAP ERED 160.00 168.229588 TAP ERED 61.23 64.379589 TAP ERED 61.23 64.379590 TAP ERED 61.23 64.379

    591 TAP ERED 61.23 64.378592 TAP ERED 61.23 64.378593 TAP ERED 61.23 64.378594 TAP ERED 61.23 64.378595 TAP ERED 61.23 64.379596 TAP ERED 122.46 128.757597 TAP ERED 122.46 128.757598 TAP ERED 122.46 128.757599 TAP ERED 122.46 128.757600 TAP ERED 122.46 128.757601 TAP ERED 122.46 128.757602 TAP ERED 122.46 128.757

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