PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

Recommendations

Info

ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 161 0.025 -0.027 0.025 -0.027 0.038 -0.041 134 161 0.028 -0.023 0.028 -0.023 0.042 -0.034 162 0.024 -0.029 0.024 -0.029 0.036 -0.043 135 162 0.028 -0.020 0.028 -0.020 0.042 -0.030 163 0.023 -0.030 0.023 -0.030 0.034 -0.045 136 163 0.029 -0.019 0.029 -0.019 0.043 -0.028 164 0.022 -0.024 0.022 -0.024 0.032 -0.036 137 164 0.029 -0.020 0.029 -0.020 0.044 -0.031 165 0.021 -0.017 0.021 -0.017 0.031 -0.026 138 165 0.006 -0.023 0.006 -0.023 0.009 -0.034 166 0.035 -0.004 0.035 -0.004 0.053 -0.006 139 166 0.065 -0.025 0.065 -0.025 0.098 -0.038 167 0.017 -0.208 0.017 -0.208 0.025 -0.312 140 167 0.254 -0.043 0.254 -0.043 0.382 -0.064 168 0.025 -0.989 0.025 -0.989 0.037 -1.483 141 1 0.030 -10.519 0.030 -10.519 0.045 -15.778 22 0.058 -5.084 0.058 -5.084 0.087 -7.627 142 2 0.005 -1.898 0.005 -1.898 0.008 -2.847 23 0.011 -1.309 0.011 -1.309 0.017 -1.964 143 3 0.006 -1.752 0.006 -1.752 0.008 -2.628 24 0.018 -1.110 0.018 -1.110 0.026 -1.664 144 4 0.006 -1.738 0.006 -1.738 0.009 -2.607 25 0.016 -1.112 0.016 -1.112 0.024 -1.668 145 5 0.007 -1.799 0.007 -1.799 0.010 -2.698 26 0.017 -1.149 0.017 -1.149 0.025 -1.723 146 6 0.008 -1.860 0.008 -1.860 0.011 -2.790 27 0.017 -1.186 0.017 -1.186 0.026 -1.779 147 7 0.014 -1.921 0.014 -1.921 0.020 -2.882 28 0.018 -1.223 0.018 -1.223 0.027 -1.834 148 8 0.013 -1.982 0.013 -1.982 0.019 -2.973 29 0.019 -1.260 0.019 -1.260 0.028 -1.889 149 9 0.012 -2.043 0.012 -2.043 0.018 -3.065 30 0.020 -1.297 0.020 -1.297 0.030 -1.945 150 10 0.012 -2.104 0.012 -2.104 0.017 -3.156 31 0.021 -1.334 0.021 -1.334 0.031 -2.000 151 11 0.011 -2.165 0.011 -2.165 0.016 -3.248 32 0.022 -1.371 0.022 -1.371 0.033 -2.056 152 12 0.012 -2.104 0.012 -2.104 0.017 -3.156 33 0.021 -1.334 0.021 -1.334 0.031 -2.000 153 13 0.012 -2.043 0.012 -2.043 0.018 -3.065 34 0.020 -1.297 0.020 -1.297 0.030 -1.945 154 14 0.013 -1.982 0.013 -1.982 0.019 -2.973 35 0.019 -1.260 0.019 -1.260 0.028 -1.889 155 15 0.014 -1.921 0.014 -1.921 0.020 -2.882 36 0.018 -1.223 0.018 -1.223 0.027 -1.834 156 16 0.008 -1.860 0.008 -1.860 0.011 -2.790 37 0.017 -1.186 0.017 -1.186 0.026 -1.779 157 17 0.007 -1.799 0.007 -1.799 0.010 -2.698 38 0.017 -1.149 0.017 -1.149 0.025 -1.723 158 18 0.006 -1.738 0.006 -1.738 0.009 -2.607 39 0.016 -1.112 0.016 -1.112 0.024 -1.668 159 19 0.006 -1.752 0.006 -1.752 0.008 -2.628 40 0.018 -1.110 0.018 -1.110 0.026 -1.664 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 232
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Nodo Mu+ Mu- Mk+ Mk- Md+ Md- ------------------------------------------------------------------------------ 160 20 0.005 -1.898 0.005 -1.898 0.008 -2.847 41 0.011 -1.309 0.011 -1.309 0.017 -1.964 161 21 0.030 -10.519 0.030 -10.519 0.045 -15.778 42 0.058 -5.084 0.058 -5.084 0.087 -7.627 162 22 0.045 -6.677 0.045 -6.677 0.068 -10.015 43 6.645 -0.423 6.645 -0.423 9.967 -0.635 163 23 0.013 -1.212 0.013 -1.212 0.020 -1.818 44 0.639 -0.344 0.639 -0.344 0.958 -0.516 164 24 0.017 -1.131 0.017 -1.131 0.025 -1.697 45 0.709 -0.240 0.709 -0.240 1.063 -0.360 165 25 0.016 -1.118 0.016 -1.118 0.024 -1.677 46 0.677 -0.216 0.677 -0.216 1.016 -0.323 166 26 0.016 -1.158 0.016 -1.158 0.024 -1.737 47 0.693 -0.222 0.693 -0.222 1.040 -0.333 167 27 0.017 -1.198 0.017 -1.198 0.025 -1.797 48 0.725 -0.229 0.725 -0.229 1.087 -0.343 168 28 0.017 -1.238 0.017 -1.238 0.026 -1.857 49 0.756 -0.236 0.756 -0.236 1.135 -0.353 169 29 0.018 -1.278 0.018 -1.278 0.027 -1.917 50 0.788 -0.242 0.788 -0.242 1.182 -0.363 170 30 0.019 -1.318 0.019 -1.318 0.029 -1.977 51 0.820 -0.249 0.820 -0.249 1.229 -0.373 171 31 0.020 -1.358 0.020 -1.358 0.030 -2.037 52 0.851 -0.256 0.851 -0.256 1.277 -0.383 172 32 0.021 -1.398 0.021 -1.398 0.031 -2.097 53 0.883 -0.262 0.883 -0.262 1.324 -0.393 173 33 0.020 -1.358 0.020 -1.358 0.030 -2.037 54 0.851 -0.256 0.851 -0.256 1.277 -0.383 174 34 0.019 -1.318 0.019 -1.318 0.029 -1.977 55 0.820 -0.249 0.820 -0.249 1.229 -0.373 175 35 0.018 -1.278 0.018 -1.278 0.027 -1.917 56 0.788 -0.242 0.788 -0.242 1.182 -0.363 176 36 0.017 -1.238 0.017 -1.238 0.026 -1.857 57 0.756 -0.236 0.756 -0.236 1.135 -0.353 177 37 0.017 -1.198 0.017 -1.198 0.025 -1.797 58 0.725 -0.229 0.725 -0.229 1.087 -0.343 178 38 0.016 -1.158 0.016 -1.158 0.024 -1.737 59 0.693 -0.222 0.693 -0.222 1.040 -0.333 179 39 0.016 -1.118 0.016 -1.118 0.024 -1.677 60 0.677 -0.216 0.677 -0.216 1.016 -0.323 180 40 0.017 -1.131 0.017 -1.131 0.025 -1.697 61 0.709 -0.240 0.709 -0.240 1.063 -0.360 181 41 0.013 -1.212 0.013 -1.212 0.020 -1.818 62 0.639 -0.344 0.639 -0.344 0.958 -0.516 182 42 0.045 -6.677 0.045 -6.677 0.068 -10.015 63 6.645 -0.423 6.645 -0.423 9.967 -0.635 183 43 5.323 -2.141 5.323 -2.141 7.985 -3.211 64 7.244 -0.017 7.244 -0.017 10.865 -0.026 184 44 0.665 -0.230 0.665 -0.230 0.998 -0.345 65 1.237 -0.003 1.237 -0.003 1.856 -0.004 185 45 0.692 -0.240 0.692 -0.240 1.038 -0.361 66 1.199 -0.003 1.199 -0.003 1.798 -0.005 186 46 0.660 -0.230 0.660 -0.230 0.990 -0.345 ANEJO Nº 4.- ESTRUCTURAS ESTRUCTURA 1 Pág. 233
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:
Page 239 and 240:
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
Page 247 and 248:
Page 249 and 250:
MATERIALES ACONDICIONAMIENTO DE MÁ
Page 251 and 252:
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Page 261 and 262:
Page 263 and 264:
Page 265 and 266:
Vano 1 Viga 1 ------------------ AC
Page 267 and 268:
Page 269 and 270:
Vano 1 Viga 2 ------------------ AC
Page 271 and 272:
Page 273 and 274:
Vano 1 Viga 3 ------------------ AC
Page 275 and 276:
Page 277 and 278:
Vano 1 Viga 4 ------------------ AC
Page 279 and 280:
Page 281 and 282:
5.1.3 Materiales Hormigón de las v
Page 283 and 284:
Carro de cargas ---------------- AC
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
Page 291 and 292:
Page 293 and 294:
Page 295 and 296:
Page 297 and 298:
Page 299 and 300:
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
Vano 1 Viga 3 ------------------ AC
Page 307 and 308:
Page 309 and 310:
Page 311 and 312:
Page 313 and 314:
Page 315 and 316:
Page 317 and 318:
Page 319 and 320:
Page 321 and 322:
Page 323 and 324:
Page 325 and 326:
Page 327 and 328:
Page 329 and 330:
Page 331 and 332:
Vano 1 Viga 2 ------------------ AC
Page 333 and 334:
Page 335 and 336:
Page 337 and 338:
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: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 413 and 414: Vano 1 Viga 4 ------------------ AC
Page 425 and 426: Vano 1 Viga 2 ------------------ AC
Page 429 and 430: MODULO DE CALCULO MATRICIAL =======
Page 451: ACONDICIONAMIENTO DE MÁRGENES DEL
Page 497 and 498: ELS ACONDICIONAMIENTO DE MÁRGENES
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?