PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

Recommendations

Info

ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Esfuerzos por pérdidas de pretensado en fase 2. ----------------------------------------------- s(m) M+ M- Q+ Q- N+ N- ------------------------------------------------------------------------------- -0.300 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.625 2.625 0.000 0.000 -4.746 -4.746 0.374 5.460 5.460 0.000 0.000 -9.526 -9.526 0.690 5.547 5.547 0.000 0.000 -9.779 -9.779 1.374 11.427 11.427 0.000 0.000 -17.723 -17.723 1.690 11.370 11.370 0.000 0.000 -17.669 -17.669 2.000 13.280 13.280 0.000 0.000 -20.423 -20.423 2.374 14.322 14.322 0.000 0.000 -21.907 -21.907 2.690 14.175 14.175 0.000 0.000 -21.733 -21.733 3.374 17.562 17.562 0.000 0.000 -26.581 -26.581 4.000 17.171 17.171 0.000 0.000 -26.085 -26.085 6.000 15.919 15.919 0.000 0.000 -24.457 -24.457 8.000 15.165 15.165 0.000 0.000 -23.476 -23.476 10.000 14.897 14.897 0.000 0.000 -23.128 -23.128 12.000 15.165 15.165 0.000 0.000 -23.476 -23.476 14.000 15.919 15.919 0.000 0.000 -24.457 -24.457 16.000 17.171 17.171 0.000 0.000 -26.085 -26.085 16.626 17.562 17.562 0.000 0.000 -26.581 -26.581 17.310 14.175 14.175 0.000 0.000 -21.733 -21.733 17.626 14.322 14.322 0.000 0.000 -21.907 -21.907 18.000 13.280 13.280 0.000 0.000 -20.423 -20.423 18.310 11.370 11.370 0.000 0.000 -17.669 -17.669 18.626 11.427 11.427 0.000 0.000 -17.723 -17.723 19.310 5.547 5.547 0.000 0.000 -9.779 -9.779 19.626 5.460 5.460 0.000 0.000 -9.526 -9.526 20.000 2.625 2.625 0.000 0.000 -4.746 -4.746 20.300 0.000 0.000 0.000 0.000 0.000 0.000 s(m) : distancia al inicio de la viga. M+,M- : Momento flector máximo positivo y mínimo negativo(mT). Q+,Q- : Cortante máximo positivo y mínimo negativo(T). N+,N- : Axil máximo positivo y mínimo negativo(T). Esfuerzos por peso propio de la viga. ------------------------------------- s (m) M+ M- Q+ Q- ------------------------------------------------------------- -0.300 -0.000 -0.000 -0.000 -0.000 0.000 -0.031 -0.031 6.867 6.867 0.374 2.489 2.489 6.611 6.611 0.690 4.544 4.544 6.394 6.394 1.374 8.756 8.756 5.924 5.924 1.690 10.594 10.594 5.707 5.707 2.000 12.331 12.331 5.494 5.494 2.374 14.337 14.337 5.237 5.237 2.690 15.958 15.958 5.020 5.020 3.374 19.231 19.231 4.550 4.550 4.000 21.945 21.945 4.120 4.120 6.000 28.813 28.813 2.747 2.747 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 68
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA s (m) M+ M- Q+ Q- ------------------------------------------------------------- 8.000 32.933 32.933 1.374 1.374 10.000 34.307 34.307 -0.000 -0.000 12.000 32.933 32.933 -1.373 -1.373 14.000 28.813 28.813 -2.747 -2.747 16.000 21.945 21.945 -4.120 -4.120 16.626 19.231 19.231 -4.550 -4.550 17.310 15.958 15.958 -5.020 -5.020 17.626 14.337 14.337 -5.237 -5.237 18.000 12.331 12.331 -5.494 -5.494 18.310 10.594 10.594 -5.707 -5.707 18.626 8.756 8.756 -5.924 -5.924 19.310 4.544 4.544 -6.394 -6.394 19.626 2.489 2.489 -6.611 -6.611 20.000 -0.031 -0.031 -6.867 -6.867 20.300 0.000 0.000 0.000 0.000 s(m) : distancia al inicio de la viga. M+,M- : Momento flector máximo positivo y mínimo negativo(mT). Q+,Q- : Cortante máximo positivo y mínimo negativo(T). Esfuerzos por peso propio de la losa. ------------------------------------- s (m) M+ M- Q+ Q- ------------------------------------------------------------- -0.300 0.000 0.000 0.000 0.000 0.000 -0.040 -0.040 8.957 8.957 0.374 3.247 3.247 8.623 8.623 0.690 5.928 5.928 8.340 8.340 1.374 11.422 11.422 7.728 7.728 1.690 13.820 13.820 7.444 7.444 2.000 16.085 16.085 7.167 7.167 2.374 18.702 18.702 6.832 6.832 2.690 20.816 20.816 6.549 6.549 3.374 25.086 25.086 5.936 5.936 4.000 28.626 28.626 5.375 5.375 6.000 37.585 37.585 3.583 3.583 8.000 42.960 42.960 1.792 1.792 10.000 44.751 44.751 0.000 0.000 12.000 42.960 42.960 -1.792 -1.792 14.000 37.585 37.585 -3.583 -3.583 16.000 28.626 28.626 -5.375 -5.375 16.626 25.086 25.086 -5.936 -5.936 17.310 20.816 20.816 -6.549 -6.549 17.626 18.702 18.702 -6.832 -6.832 18.000 16.085 16.085 -7.167 -7.167 18.310 13.820 13.820 -7.444 -7.444 18.626 11.422 11.422 -7.728 -7.728 19.310 5.928 5.928 -8.340 -8.340 19.626 3.247 3.247 -8.623 -8.623 20.000 -0.040 -0.040 -8.957 -8.957 20.300 0.000 0.000 0.000 0.000 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 69
Page 1 and 2:
AYUNTAMIENTO DE OVIEDO PROYECTO DE
Page 3 and 4:
MEMORIA ACONDICIONAMIENTO DE MÁRGE
Page 5 and 6:
Page 7 and 8:
Page 9 and 10:
Page 11 and 12:
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Page 21 and 22:
1.- ANTECEDENTES PROYECTO DE “ACO
Page 23 and 24:
PROYECTO DE “ACONDICIONAMIENTO DE
Page 29 and 30:
Page 31 and 32:
**** Adjusted Coordinates **** Proj
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
Page 39 and 40:
ACTIVITY.LOG 9 2.939220e-004 10 5.8
Page 41 and 42:
CLOSURES.LOG CLOSURES LOG NETWORK =
Page 43 and 44:
BIGRESID.LOG 1 N18 -**- -3.9933m 0.
Page 45 and 46:
SUMMARY OF COVARIANCES NETWORK = VI
Page 47 and 48:
COVAR.LOG 194 311ø02'02" 0.12" 160
Page 49 and 50:
COVAR.LOG N11 349ø26'51" 1.19" 105
Page 51 and 52:
COVAR.LOG N5 -2.6127m 0.0073m -**-
Page 53 and 54:
COVAR.LOG N20 320ø49'02" 0.39" 767
Page 55 and 56:
Page 57 and 58:
COORDS.LOG 13 N18 Y= 4807932.1409 +
Page 59 and 60:
LISTADO DE BASES DE REPLANTEO Siste
Page 61 and 62:
BASE R.: N2 COORDENADAS UTM: X = Y
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
BASE R.: 171R - N10 COORDENADAS UTM
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
Page 75 and 76:
Page 77 and 78:
Page 79 and 80:
Page 81 and 82:
Page 84 and 85:
Page 86 and 87:
Punto X Y Z Nombre 51 271562.298 48
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
Page 100 and 101:
Page 102 and 103:
Page 104 and 105:
Punto X Y Z Nombre 1022 271929.859
Page 106 and 107:
Page 108 and 109:
Page 110 and 111:
Page 112 and 113:
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
Page 128 and 129:
Page 130 and 131:
Page 132 and 133:
Page 138 and 139:
ACONDICIONAMIENTO DE MÁRGENES DEL
Page 140 and 141:
1.- INTRODUCCIÓN ACONDICIONAMIENTO
Page 142 and 143:
Page 144 and 145:
Page 146 and 147:
• Franja móvil Intermedia • Su
Page 148 and 149:
Page 150 and 151:
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
5.2 CUATERNARIO QR: Rellenos antró
Page 158 and 159:
Page 160 and 161:
6.1.3 Resistencia por fuste ACONDIC
Page 162 and 163:
Page 164 and 165:
Page 166 and 167:
Page 168 and 169:
Page 170:
Page 179 and 180:
Page 181 and 182:
REFERENCIA HULE0020 SONDEO 1 PROFUN
Page 183 and 184:
REFERENCIA HULE0040 SONDEO 1 PROFUN
Page 185 and 186:
Félix Aramburu 4-6 1º, 33007 - Ov
Page 187 and 188:
LÍMIT NORM RENCIA: ZACIÖN: OBRA:
Page 189 and 190:
Page 191 and 192:
PUENTE SOBRE EL NORA A continuació
Page 193 and 194:
Page 195:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 227 and 228:
Page 229 and 230:
Page 231 and 232:
Page 233 and 234:
PESO PROPIO CARGAS MUERTAS ACONDICI
Page 235 and 236:
VIENTO ACONDICIONAMIENTO DE MÁRGEN
Page 237 and 238: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 249 and 250: MATERIALES ACONDICIONAMIENTO DE MÁ
Page 265 and 266: Vano 1 Viga 1 ------------------ AC
Page 281 and 282: 5.1.3 Materiales Hormigón de las v
Page 283 and 284: Carro de cargas ---------------- AC
Page 287: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 339 and 340:
Page 341 and 342:
Page 343 and 344:
Vano 1 Viga 2 ------------------ AC
Page 345 and 346:
Page 347 and 348:
Page 349 and 350:
Page 351 and 352:
Page 353 and 354:
Page 355 and 356:
Page 357 and 358:
Page 359 and 360:
Page 361 and 362:
Page 363 and 364:
Page 365 and 366:
Page 367 and 368:
Page 369 and 370:
Page 371 and 372:
Page 373 and 374:
Page 375 and 376:
Page 377 and 378:
Page 379 and 380:
Page 381 and 382:
Page 383 and 384:
Page 385 and 386:
Page 387 and 388:
Page 389 and 390:
Page 391 and 392:
Page 393 and 394:
Page 395 and 396:
Page 397 and 398:
Page 399 and 400:
Page 401 and 402:
Page 403 and 404:
Page 405 and 406:
Page 407 and 408:
Page 409 and 410:
Page 411 and 412:
Page 413 and 414:
Vano 1 Viga 4 ------------------ AC
Page 415 and 416:
Page 417 and 418:
Page 419 and 420:
Page 421 and 422:
Page 423 and 424:
Page 425 and 426:
Vano 1 Viga 2 ------------------ AC
Page 427 and 428:
Page 429 and 430:
MODULO DE CALCULO MATRICIAL =======
Page 431 and 432:
Page 433 and 434:
Page 435 and 436:
Page 437 and 438:
Page 439 and 440:
Page 441 and 442:
Page 443 and 444:
Page 445 and 446:
Page 447 and 448:
Page 449 and 450:
Page 451 and 452:
Page 453 and 454:
Page 455 and 456:
Page 457 and 458:
Page 459 and 460:
Page 461 and 462:
Page 463 and 464:
Page 465 and 466:
Page 467 and 468:
Page 469 and 470:
Page 471 and 472:
Page 473 and 474:
Page 475 and 476:
Page 477 and 478:
Page 479 and 480:
Page 481 and 482:
Page 483 and 484:
Page 485 and 486:
Page 487 and 488:
Page 489 and 490:
Page 491 and 492:
Page 493 and 494:
Page 495 and 496:
Page 497 and 498:
ELS ACONDICIONAMIENTO DE MÁRGENES
Page 499 and 500:
Page 501 and 502:
Page 503 and 504:
Page 505 and 506:
Page 507 and 508:
Page 509 and 510:
Page 511 and 512:
Page 513 and 514:
Page 515 and 516:
Page 517 and 518:
Page 519 and 520:
Page 521 and 522:
Page 523 and 524:
6.3 CIMENTACIÓN ACONDICIONAMIENTO
Page 525 and 526:
Page 527 and 528:
Page 529 and 530:
Page 531 and 532:
Page 533 and 534:
Page 535 and 536:
Page 537 and 538:
Page 539 and 540:
Page 541 and 542:
Page 543 and 544:
Page 545 and 546:
Page 547 and 548:
Page 549 and 550:
Page 551 and 552:
Page 553 and 554:
7.4 CONCLUSIÓN (mm). ACONDICIONAMI
Page 555 and 556:
Page 557 and 558:
Page 559 and 560:
1.- INTRODUCCIÓN ACONDICIONAMIENTO
Page 561 and 562:
Page 563 and 564:
Page 565 and 566:
Leyenda ACONDICIONAMIENTO DE MÁRGE
Page 567 and 568:
Page 569 and 570:
Leyenda ACONDICIONAMIENTO DE MÁRGE
Page 571 and 572:
Page 573 and 574:
Page 575 and 576:
Page 577 and 578:
8.1 FLEXIÓN ACONDICIONAMIENTO DE M
Page 579 and 580:
8.3 TORSIÓN ACONDICIONAMIENTO DE M
Page 581 and 582:
Page 583 and 584:
Page 585 and 586:
Page 587 and 588:
Page 589 and 590:
Page 591 and 592:
Page 593 and 594:
Page 595 and 596:
Page 597 and 598:
Definición de la sección ========
Page 599 and 600:
Page 601 and 602:
Page 603 and 604:
Page 605 and 606:
9.- BARRERA 1.5 kN/m. ACONDICIONAMI
Page 607 and 608:
Page 609 and 610:
Page 611 and 612:
Page 613 and 614:
Page 615 and 616:
Page 617 and 618:
Page 619 and 620:
Page 621 and 622:
Page 623 and 624:
Page 625 and 626:
Page 627 and 628:
Page 629 and 630:
Page 631 and 632:
Page 633 and 634:
Page 635 and 636:
Page 637 and 638:
Page 639 and 640:
Page 641 and 642:
Page 643 and 644:
Page 645:
Page 651 and 652:
Page 653 and 654:
Page 655 and 656:
Page 657 and 658:
Page 659 and 660:
3.4.3 Plantaciones ACONDICIONAMIENT
Page 661 and 662:
Page 663 and 664:
Page 665 and 666:
Page 667 and 668:
ANEJO Nº7.- JUSTIFICACIÓN DE PREC
Page 669 and 670:
LISTADO DE MANO DE OBRA ACONDICIONA
Page 671 and 672:
LISTADO DE MAQUINARIA ACONDICIONAMI
Page 673 and 674:
LISTADO DE MATERIALES ACONDICIONAMI
Page 675 and 676:
LISTADO DE MATERIALES ACONDICIONAMI
Page 677 and 678:
CUADRO DE PRECIOS AUXILIARES ACONDI
Page 679 and 680:
Page 681 and 682:
Page 683 and 684:
ANEJO Nº7.- JUSTIFICACIÓN DE PREC
Page 685 and 686:
CUADRO DE DESCOMPUESTOS ACONDICIONA
Page 687 and 688:
Page 689 and 690:
Page 691 and 692:
Page 693 and 694:
Page 695 and 696:
Page 697 and 698:
Page 699 and 700:
Page 701 and 702:
Page 703 and 704:
Page 705 and 706:
Page 707 and 708:
Page 709 and 710:
Page 711 and 712:
ANEJO Nº 8.- PROGRAMA DE TRABAJOS
Page 713 and 714:
Page 715 and 716:
Page 717 and 718:
1.1.- OBJETO PROYECTO DE “ACONDIC
Page 719 and 720:
Page 721 and 722:
Page 723 and 724:
Page 725 and 726:
Page 727 and 728:
Page 729 and 730:
RCDs Nivel I 1. TIERRAS Y PÉTREOS
Page 731 and 732:
RCDs Nivel II RCD: Potencialmente P
Page 733 and 734:
Page 735 and 736:
X PROYECTO DE “ACONDICIONAMIENTO
Page 737 and 738:
Page 739:
show all

PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?