DISEÑO VIGAS SEGUN ACI

DISTRIBUCIÓN DE ESTRIBOS EN UNA VIGALa zona de Confinamiento en una viga se considerará = a 2 veces el peralte del elemento

La Distribucion de los estribos en esa zona será:

Peralte de la Viga = 70.000 cmDiám. Nom. de la Barra = 1.590 cmDiám. Nom. del Estribo = 0.640 cm

1º Fomula = 17.500 cm2º Fomula = 12.720 cm3º Fomula = 15.360 cm4º Fomula = 30.000 cm

Separacion = 12.000 cmLong. de Confinamiento = 140.000 cm

Cantidad de Estribos = 12.000

La Distribucion de los estribos fuera de la zona de confinamiento sera:Separacion = 35.000 cm o menor 1/4

8 mmUSAR = 1 @ 0.05, 12 @ 0.12 Rto. @ 0.35 3/8

12 mmDISEÑO POR CORTANTE 1/2

5/8f'c = 210.000 Kg/cm2 3/4fy = 4200.000 Kg/cm3 1

Ancho de viga = 30.000 cm 1 3/8Vu = 23700.000 Kg

Recubrimiento = 6.000 cmÁrea del estribo = 0.320 cm2

Vc = 14746.425 KgComprobación = Requiere diseño de estribos

Nota =Av = 0.640 cm2

Separacion = 13.096 cmLong. de Confinamiento = 140.000 cm

Cantidad de Estribos = 11.000

DISTRIBUCIÓN DE ESTRIBOS EN UNA COLUMNA

Longitud de la Columna = 350.000 cmPeralte de la Columna = 60.000 cmAncho de la Columna = 60.000 cm

1º Fomula = 58.333 cm2º Fomula = 60.000 cm3º Fomula = 45.000 cm

Long. de Confinamiento = 60.000 cm

1º Fomula = 60.000 cm2º Fomula = 10.000 cm

Separacion = 10.000 cmCantidad de Estribos = 6.000 cm

La Distribucion de los estribos fuera de la zona de confinamiento sera:

Diám. Nom. de la Barra = 1.590 cmDiám. Nom. del Estribo = 0.950 cm

1º Fomula = 25.440 cm2º Fomula = 60.000 cm3º Fomula = 45.600 cm4º Fomula = 30.000 cm

Separacion = 25.000 cm

USAR = 1 @ 0.05, 6 @ 0.1 Rto. @ 0.25

La Distribución de estribos en el Nudo será igual o menor a 15 cm

db (cm) A (cm2)0.64 0.320.80 0.500.95 0.711.20 1.131.27 1.271.59 1.981.91 2.852.54 5.073.49 9.58

db (cm)1/4 0.64

8 mm 0.803/8 0.95

12 mm 1.201/2 1.275/8 1.593/4 1.91

1 2.541 3/8 3.49

Fila de Comb EstacionesStory Beam Combo Loc P

5 1 STORY8 B13 ENVOLVENTE-1 0.3 06 2 STORY8 B13 ENVOLVENTE-1 0.633 07 3 STORY8 B13 ENVOLVENTE-1 0.967 08 4 STORY8 B13 ENVOLVENTE-1 0.967 09 5 STORY8 B13 ENVOLVENTE-1 1.45 010 6 STORY8 B13 ENVOLVENTE-1 1.933 011 7 STORY8 B13 ENVOLVENTE-1 1.933 012 8 STORY8 B13 ENVOLVENTE-1 2.417 013 9 STORY8 B13 ENVOLVENTE-1 2.9 014 10 STORY8 B13 ENVOLVENTE-1 2.9 015 11 STORY8 B13 ENVOLVENTE-1 3.383 016 12 STORY8 B13 ENVOLVENTE-1 3.867 017 13 STORY8 B13 ENVOLVENTE-1 3.867 018 14 STORY8 B13 ENVOLVENTE-1 4.35 019 15 STORY8 B13 ENVOLVENTE-1 4.833 020 16 STORY8 B13 ENVOLVENTE-1 4.833 021 17 STORY8 B13 ENVOLVENTE-1 5.167 022 18 STORY8 B13 ENVOLVENTE-1 5.5 023 19 STORY8 B13 ENVOLVENTE-2 0.3 024 20 STORY8 B13 ENVOLVENTE-2 0.633 025 21 STORY8 B13 ENVOLVENTE-2 0.967 026 22 STORY8 B13 ENVOLVENTE-2 0.967 027 23 STORY8 B13 ENVOLVENTE-2 1.45 028 24 STORY8 B13 ENVOLVENTE-2 1.933 029 25 STORY8 B13 ENVOLVENTE-2 1.933 030 26 STORY8 B13 ENVOLVENTE-2 2.417 031 27 STORY8 B13 ENVOLVENTE-2 2.9 032 28 STORY8 B13 ENVOLVENTE-2 2.9 033 29 STORY8 B13 ENVOLVENTE-2 3.383 034 30 STORY8 B13 ENVOLVENTE-2 3.867 035 31 STORY8 B13 ENVOLVENTE-2 3.867 036 32 STORY8 B13 ENVOLVENTE-2 4.35 037 33 STORY8 B13 ENVOLVENTE-2 4.833 038 34 STORY8 B13 ENVOLVENTE-2 4.833 039 35 STORY8 B13 ENVOLVENTE-2 5.167 040 36 STORY8 B13 ENVOLVENTE-2 5.5 041 37 STORY8 B13 ENVOLVENTE-3 0.3 042 38 STORY8 B13 ENVOLVENTE-3 0.633 043 39 STORY8 B13 ENVOLVENTE-3 0.967 044 40 STORY8 B13 ENVOLVENTE-3 0.967 045 41 STORY8 B13 ENVOLVENTE-3 1.45 046 42 STORY8 B13 ENVOLVENTE-3 1.933 047 43 STORY8 B13 ENVOLVENTE-3 1.933 048 44 STORY8 B13 ENVOLVENTE-3 2.417 049 45 STORY8 B13 ENVOLVENTE-3 2.9 050 46 STORY8 B13 ENVOLVENTE-3 2.9 051 47 STORY8 B13 ENVOLVENTE-3 3.383 052 48 STORY8 B13 ENVOLVENTE-3 3.867 053 49 STORY8 B13 ENVOLVENTE-3 3.867 054 50 STORY8 B13 ENVOLVENTE-3 4.35 055 STORY8 B13 ENVOLVENTE-3 4.833 056 STORY8 B13 ENVOLVENTE-3 4.833 057 STORY8 B13 ENVOLVENTE-3 5.167 058 STORY8 B13 ENVOLVENTE-3 5.5 059 STORY8 B13 ENVOLVENTE-4 0.3 060 STORY8 B13 ENVOLVENTE-4 0.633 061 STORY8 B13 ENVOLVENTE-4 0.967 062 STORY8 B13 ENVOLVENTE-4 0.967 063 STORY8 B13 ENVOLVENTE-4 1.45 064 STORY8 B13 ENVOLVENTE-4 1.933 065 STORY8 B13 ENVOLVENTE-4 1.933 066 STORY8 B13 ENVOLVENTE-4 2.417 067 STORY8 B13 ENVOLVENTE-4 2.9 068 STORY8 B13 ENVOLVENTE-4 2.9 069 STORY8 B13 ENVOLVENTE-4 3.383 070 STORY8 B13 ENVOLVENTE-4 3.867 0

DISEÑO DE VIGAS según EL ACI 318-2008Herramienta de Cálculo Cingcivil, Comunidad para la Ingeniería Civil (www.cingcivil.com)

71 STORY8 B13 ENVOLVENTE-4 3.867 072 STORY8 B13 ENVOLVENTE-4 4.35 073 STORY8 B13 ENVOLVENTE-4 4.833 074 STORY8 B13 ENVOLVENTE-4 4.833 075 STORY8 B13 ENVOLVENTE-4 5.167 076 STORY8 B13 ENVOLVENTE-4 5.5 077 STORY8 B13 ENVOLVENTE-5 0.3 078 STORY8 B13 ENVOLVENTE-5 0.633 079 STORY8 B13 ENVOLVENTE-5 0.967 080 STORY8 B13 ENVOLVENTE-5 0.967 081 STORY8 B13 ENVOLVENTE-5 1.45 082 STORY8 B13 ENVOLVENTE-5 1.933 083 STORY8 B13 ENVOLVENTE-5 1.933 084 STORY8 B13 ENVOLVENTE-5 2.417 085 STORY8 B13 ENVOLVENTE-5 2.9 086 STORY8 B13 ENVOLVENTE-5 2.9 087 STORY8 B13 ENVOLVENTE-5 3.383 088 STORY8 B13 ENVOLVENTE-5 3.867 089 STORY8 B13 ENVOLVENTE-5 3.867 090 STORY8 B13 ENVOLVENTE-5 4.35 091 STORY8 B13 ENVOLVENTE-5 4.833 092 STORY8 B13 ENVOLVENTE-5 4.833 093 STORY8 B13 ENVOLVENTE-5 5.167 094 STORY8 B13 ENVOLVENTE-5 5.5 095 STORY8 B13 ENVOLVENTE-6 0.3 096 STORY8 B13 ENVOLVENTE-6 0.633 097 STORY8 B13 ENVOLVENTE-6 0.967 098 STORY8 B13 ENVOLVENTE-6 0.967 099 STORY8 B13 ENVOLVENTE-6 1.45 0

100 STORY8 B13 ENVOLVENTE-6 1.933 0101 STORY8 B13 ENVOLVENTE-6 1.933 0102 STORY8 B13 ENVOLVENTE-6 2.417 0103 STORY8 B13 ENVOLVENTE-6 2.9 0104 STORY8 B13 ENVOLVENTE-6 2.9 0105 STORY8 B13 ENVOLVENTE-6 3.383 0106 STORY8 B13 ENVOLVENTE-6 3.867 0107 STORY8 B13 ENVOLVENTE-6 3.867 0108 STORY8 B13 ENVOLVENTE-6 4.35 0109 STORY8 B13 ENVOLVENTE-6 4.833 0110 STORY8 B13 ENVOLVENTE-6 4.833 0111 STORY8 B13 ENVOLVENTE-6 5.167 0112 STORY8 B13 ENVOLVENTE-6 5.5 0113 STORY8 B13 ENVOLVENTE-7 0.3 0114 STORY8 B13 ENVOLVENTE-7 0.633 0115 STORY8 B13 ENVOLVENTE-7 0.967 0116 STORY8 B13 ENVOLVENTE-7 0.967 0117 STORY8 B13 ENVOLVENTE-7 1.45 0118 STORY8 B13 ENVOLVENTE-7 1.933 0119 STORY8 B13 ENVOLVENTE-7 1.933 0120 STORY8 B13 ENVOLVENTE-7 2.417 0121 STORY8 B13 ENVOLVENTE-7 2.9 0122 STORY8 B13 ENVOLVENTE-7 2.9 0123 STORY8 B13 ENVOLVENTE-7 3.383 0124 STORY8 B13 ENVOLVENTE-7 3.867 0125 STORY8 B13 ENVOLVENTE-7 3.867 0126 STORY8 B13 ENVOLVENTE-7 4.35 0127 STORY8 B13 ENVOLVENTE-7 4.833 0128 STORY8 B13 ENVOLVENTE-7 4.833 0129 STORY8 B13 ENVOLVENTE-7 5.167 0130 STORY8 B13 ENVOLVENTE-7 5.5 0131 STORY8 B13 ENVOLVENTE-8 0.3 0132 STORY8 B13 ENVOLVENTE-8 0.633 0133 STORY8 B13 ENVOLVENTE-8 0.967 0134 STORY8 B13 ENVOLVENTE-8 0.967 0135 STORY8 B13 ENVOLVENTE-8 1.45 0136 STORY8 B13 ENVOLVENTE-8 1.933 0137 STORY8 B13 ENVOLVENTE-8 1.933 0138 STORY8 B13 ENVOLVENTE-8 2.417 0139 STORY8 B13 ENVOLVENTE-8 2.9 0140 STORY8 B13 ENVOLVENTE-8 2.9 0141 STORY8 B13 ENVOLVENTE-8 3.383 0142 STORY8 B13 ENVOLVENTE-8 3.867 0

143 STORY8 B13 ENVOLVENTE-8 3.867 0144 STORY8 B13 ENVOLVENTE-8 4.35 0145 STORY8 B13 ENVOLVENTE-8 4.833 0146 STORY8 B13 ENVOLVENTE-8 4.833 0147 STORY8 B13 ENVOLVENTE-8 5.167 0148 STORY8 B13 ENVOLVENTE-8 5.5 0149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214

215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253254255256257258259260261262263264265266267268269270271272273274275276277278279280281282283284285286

287288289290291292293294295296297298299300301302303304305306307308309310311312313314315316317318319320321322323324325326327328329330331332333334335336337338339340341342343344345346347348349350351352353354355356357358

359360361362363364365366367368369370371372373374375376377378379380381382383384385386387388389390391392393394395396397398399400401402403404405406407408409410411412413414415416417418419420421422423424425426427428429430

431432433434435436437438439440441442443444445446447448449450451452453454455456457458459460461462 STORY8 B13 COMB6-5 2.417 0463 STORY8 B13 COMB6-5 2.9 0464 STORY8 B13 COMB6-5 2.9 0465 STORY8 B13 COMB6-5 3.383 0466 STORY8 B13 COMB6-5 3.867 0467 STORY8 B13 COMB6-5 3.867 0468 STORY8 B13 COMB6-5 4.35 0469 STORY8 B13 COMB6-5 4.833 0470 STORY8 B13 COMB6-5 4.833 0471 STORY8 B13 COMB6-5 5.167 0472 STORY8 B13 COMB6-5 5.5 0473 STORY8 B13 COMB6-6 0.3 0474 STORY8 B13 COMB6-6 0.633 0475 STORY8 B13 COMB6-6 0.967 0476 STORY8 B13 COMB6-6 0.967 0477 STORY8 B13 COMB6-6 1.45 0478 STORY8 B13 COMB6-6 1.933 0479 STORY8 B13 COMB6-6 1.933 0480 STORY8 B13 COMB6-6 2.417 0481 STORY8 B13 COMB6-6 2.9 0482 STORY8 B13 COMB6-6 2.9 0483 STORY8 B13 COMB6-6 3.383 0484 STORY8 B13 COMB6-6 3.867 0485 STORY8 B13 COMB6-6 3.867 0486 STORY8 B13 COMB6-6 4.35 0487 STORY8 B13 COMB6-6 4.833 0488 STORY8 B13 COMB6-6 4.833 0489 STORY8 B13 COMB6-6 5.167 0490 STORY8 B13 COMB6-6 5.5 0491 STORY8 B13 COMB6-7 0.3 0492 STORY8 B13 COMB6-7 0.633 0493 STORY8 B13 COMB6-7 0.967 0494 STORY8 B13 COMB6-7 0.967 0495 STORY8 B13 COMB6-7 1.45 0496 STORY8 B13 COMB6-7 1.933 0497 STORY8 B13 COMB6-7 1.933 0498 STORY8 B13 COMB6-7 2.417 0499 STORY8 B13 COMB6-7 2.9 0500 STORY8 B13 COMB6-7 2.9 0501 STORY8 B13 COMB6-7 3.383 0502 STORY8 B13 COMB6-7 3.867 0

503 STORY8 B13 COMB6-7 3.867 0504 STORY8 B13 COMB6-7 4.35 0505 STORY8 B13 COMB6-7 4.833 0506 STORY8 B13 COMB6-7 4.833 0507 STORY8 B13 COMB6-7 5.167 0508 STORY8 B13 COMB6-7 5.5 0509 STORY8 B13 COMB6-8 0.3 0510 STORY8 B13 COMB6-8 0.633 0511 STORY8 B13 COMB6-8 0.967 0512 STORY8 B13 COMB6-8 0.967 0513 STORY8 B13 COMB6-8 1.45 0514 STORY8 B13 COMB6-8 1.933 0515 STORY8 B13 COMB6-8 1.933 0516 STORY8 B13 COMB6-8 2.417 0517 STORY8 B13 COMB6-8 2.9 0518 STORY8 B13 COMB6-8 2.9 0519 STORY8 B13 COMB6-8 3.383 0520 STORY8 B13 COMB6-8 3.867 0521 STORY8 B13 COMB6-8 3.867 0522 STORY8 B13 COMB6-8 4.35 0523 STORY8 B13 COMB6-8 4.833 0524 STORY8 B13 COMB6-8 4.833 0525 STORY8 B13 COMB6-8 5.167 0526 STORY8 B13 COMB6-8 5.5 0527 STORY8 B13 COMB7-1 0.3 0528 STORY8 B13 COMB7-1 0.633 0529 STORY8 B13 COMB7-1 0.967 0530 STORY8 B13 COMB7-1 0.967 0531 STORY8 B13 COMB7-1 1.45 0532 STORY8 B13 COMB7-1 1.933 0533 STORY8 B13 COMB7-1 1.933 0534 STORY8 B13 COMB7-1 2.417 0535 STORY8 B13 COMB7-1 2.9 0536 STORY8 B13 COMB7-1 2.9 0537 STORY8 B13 COMB7-1 3.383 0538 STORY8 B13 COMB7-1 3.867 0539 STORY8 B13 COMB7-1 3.867 0540 STORY8 B13 COMB7-1 4.35 0541 STORY8 B13 COMB7-1 4.833 0542 STORY8 B13 COMB7-1 4.833 0543 STORY8 B13 COMB7-1 5.167 0544 STORY8 B13 COMB7-1 5.5 0545 STORY8 B13 COMB7-2 0.3 0546 STORY8 B13 COMB7-2 0.633 0547 STORY8 B13 COMB7-2 0.967 0548 STORY8 B13 COMB7-2 0.967 0549 STORY8 B13 COMB7-2 1.45 0550 STORY8 B13 COMB7-2 1.933 0551 STORY8 B13 COMB7-2 1.933 0552 STORY8 B13 COMB7-2 2.417 0553 STORY8 B13 COMB7-2 2.9 0554 STORY8 B13 COMB7-2 2.9 0555 STORY8 B13 COMB7-2 3.383 0556 STORY8 B13 COMB7-2 3.867 0557 STORY8 B13 COMB7-2 3.867 0558 STORY8 B13 COMB7-2 4.35 0559 STORY8 B13 COMB7-2 4.833 0560 STORY8 B13 COMB7-2 4.833 0561 STORY8 B13 COMB7-2 5.167 0562 STORY8 B13 COMB7-2 5.5 0563 STORY8 B13 COMB7-3 0.3 0564 STORY8 B13 COMB7-3 0.633 0565 STORY8 B13 COMB7-3 0.967 0566 STORY8 B13 COMB7-3 0.967 0567 STORY8 B13 COMB7-3 1.45 0568 STORY8 B13 COMB7-3 1.933 0569 STORY8 B13 COMB7-3 1.933 0570 STORY8 B13 COMB7-3 2.417 0571 STORY8 B13 COMB7-3 2.9 0572 STORY8 B13 COMB7-3 2.9 0573 STORY8 B13 COMB7-3 3.383 0574 STORY8 B13 COMB7-3 3.867 0

575 STORY8 B13 COMB7-3 3.867 0576 STORY8 B13 COMB7-3 4.35 0577 STORY8 B13 COMB7-3 4.833 0578 STORY8 B13 COMB7-3 4.833 0579 STORY8 B13 COMB7-3 5.167 0580 STORY8 B13 COMB7-3 5.5 0581 STORY8 B13 COMB7-4 0.3 0582 STORY8 B13 COMB7-4 0.633 0583 STORY8 B13 COMB7-4 0.967 0584 STORY8 B13 COMB7-4 0.967 0585 STORY8 B13 COMB7-4 1.45 0586 STORY8 B13 COMB7-4 1.933 0587 STORY8 B13 COMB7-4 1.933 0588 STORY8 B13 COMB7-4 2.417 0589 STORY8 B13 COMB7-4 2.9 0590 STORY8 B13 COMB7-4 2.9 0591 STORY8 B13 COMB7-4 3.383 0592 STORY8 B13 COMB7-4 3.867 0593 STORY8 B13 COMB7-4 3.867 0594 STORY8 B13 COMB7-4 4.35 0595 STORY8 B13 COMB7-4 4.833 0596 STORY8 B13 COMB7-4 4.833 0597 STORY8 B13 COMB7-4 5.167 0598 STORY8 B13 COMB7-4 5.5 0599 STORY8 B13 COMB7-5 0.3 0600 STORY8 B13 COMB7-5 0.633 0601 STORY8 B13 COMB7-5 0.967 0602 STORY8 B13 COMB7-5 0.967 0603 STORY8 B13 COMB7-5 1.45 0604 STORY8 B13 COMB7-5 1.933 0605 STORY8 B13 COMB7-5 1.933 0606 STORY8 B13 COMB7-5 2.417 0607 STORY8 B13 COMB7-5 2.9 0608 STORY8 B13 COMB7-5 2.9 0609 STORY8 B13 COMB7-5 3.383 0610 STORY8 B13 COMB7-5 3.867 0611 STORY8 B13 COMB7-5 3.867 0612 STORY8 B13 COMB7-5 4.35 0613 STORY8 B13 COMB7-5 4.833 0614 STORY8 B13 COMB7-5 4.833 0615 STORY8 B13 COMB7-5 5.167 0616 STORY8 B13 COMB7-5 5.5 0617 STORY8 B13 COMB7-6 0.3 0618 STORY8 B13 COMB7-6 0.633 0619 STORY8 B13 COMB7-6 0.967 0620 STORY8 B13 COMB7-6 0.967 0621 STORY8 B13 COMB7-6 1.45 0622 STORY8 B13 COMB7-6 1.933 0623 STORY8 B13 COMB7-6 1.933 0624 STORY8 B13 COMB7-6 2.417 0625 STORY8 B13 COMB7-6 2.9 0626 STORY8 B13 COMB7-6 2.9 0627 STORY8 B13 COMB7-6 3.383 0628 STORY8 B13 COMB7-6 3.867 0629 STORY8 B13 COMB7-6 3.867 0630 STORY8 B13 COMB7-6 4.35 0631 STORY8 B13 COMB7-6 4.833 0632 STORY8 B13 COMB7-6 4.833 0633 STORY8 B13 COMB7-6 5.167 0634 STORY8 B13 COMB7-6 5.5 0635 STORY8 B13 COMB7-7 0.3 0636 STORY8 B13 COMB7-7 0.633 0637 STORY8 B13 COMB7-7 0.967 0638 STORY8 B13 COMB7-7 0.967 0639 STORY8 B13 COMB7-7 1.45 0640 STORY8 B13 COMB7-7 1.933 0641 STORY8 B13 COMB7-7 1.933 0642 STORY8 B13 COMB7-7 2.417 0643 STORY8 B13 COMB7-7 2.9 0644 STORY8 B13 COMB7-7 2.9 0645 STORY8 B13 COMB7-7 3.383 0646 STORY8 B13 COMB7-7 3.867 0

647 STORY8 B13 COMB7-7 3.867 0648 STORY8 B13 COMB7-7 4.35 0649 STORY8 B13 COMB7-7 4.833 0650 STORY8 B13 COMB7-7 4.833 0651 STORY8 B13 COMB7-7 5.167 0652 STORY8 B13 COMB7-7 5.5 0653 STORY8 B13 COMB7-8 0.3 0654 STORY8 B13 COMB7-8 0.633 0655 STORY8 B13 COMB7-8 0.967 0656 STORY8 B13 COMB7-8 0.967 0657 STORY8 B13 COMB7-8 1.45 0658 STORY8 B13 COMB7-8 1.933 0659 STORY8 B13 COMB7-8 1.933 0660 STORY8 B13 COMB7-8 2.417 0661 STORY8 B13 COMB7-8 2.9 0662 STORY8 B13 COMB7-8 2.9 0663 STORY8 B13 COMB7-8 3.383 0664 STORY8 B13 COMB7-8 3.867 0665 STORY8 B13 COMB7-8 3.867 0666 STORY8 B13 COMB7-8 4.35 0667 STORY8 B13 COMB7-8 4.833 0668 STORY8 B13 COMB7-8 4.833 0669 STORY8 B13 COMB7-8 5.167 0670 STORY8 B13 COMB7-8 5.5 0671 STORY8 B13 ENVOLVENTE-1 0.3 0672 STORY8 B13 ENVOLVENTE-1 0.633 0673 STORY8 B13 ENVOLVENTE-1 0.967 0674 STORY8 B13 ENVOLVENTE-1 0.967 0675 STORY8 B13 ENVOLVENTE-1 1.45 0676 STORY8 B13 ENVOLVENTE-1 1.933 0677 STORY8 B13 ENVOLVENTE-1 1.933 0678 STORY8 B13 ENVOLVENTE-1 2.417 0679 STORY8 B13 ENVOLVENTE-1 2.9 0680 STORY8 B13 ENVOLVENTE-1 2.9 0681 STORY8 B13 ENVOLVENTE-1 3.383 0682 STORY8 B13 ENVOLVENTE-1 3.867 0683 STORY8 B13 ENVOLVENTE-1 3.867 0684 STORY8 B13 ENVOLVENTE-1 4.35 0685 STORY8 B13 ENVOLVENTE-1 4.833 0686 STORY8 B13 ENVOLVENTE-1 4.833 0687 STORY8 B13 ENVOLVENTE-1 5.167 0688 STORY8 B13 ENVOLVENTE-1 5.5 0689 STORY8 B13 ENVOLVENTE-2 0.3 0690 STORY8 B13 ENVOLVENTE-2 0.633 0691 STORY8 B13 ENVOLVENTE-2 0.967 0692 STORY8 B13 ENVOLVENTE-2 0.967 0693 STORY8 B13 ENVOLVENTE-2 1.45 0694 STORY8 B13 ENVOLVENTE-2 1.933 0695 STORY8 B13 ENVOLVENTE-2 1.933 0696 STORY8 B13 ENVOLVENTE-2 2.417 0697 STORY8 B13 ENVOLVENTE-2 2.9 0698 STORY8 B13 ENVOLVENTE-2 2.9 0699 STORY8 B13 ENVOLVENTE-2 3.383 0700 STORY8 B13 ENVOLVENTE-2 3.867 0701 STORY8 B13 ENVOLVENTE-2 3.867 0702 STORY8 B13 ENVOLVENTE-2 4.35 0703 STORY8 B13 ENVOLVENTE-2 4.833 0704 STORY8 B13 ENVOLVENTE-2 4.833 0705 STORY8 B13 ENVOLVENTE-2 5.167 0706 STORY8 B13 ENVOLVENTE-2 5.5 0707 STORY8 B13 ENVOLVENTE-3 0.3 0708 STORY8 B13 ENVOLVENTE-3 0.633 0709 STORY8 B13 ENVOLVENTE-3 0.967 0710 STORY8 B13 ENVOLVENTE-3 0.967 0711 STORY8 B13 ENVOLVENTE-3 1.45 0712 STORY8 B13 ENVOLVENTE-3 1.933 0713 STORY8 B13 ENVOLVENTE-3 1.933 0714 STORY8 B13 ENVOLVENTE-3 2.417 0715 STORY8 B13 ENVOLVENTE-3 2.9 0716 STORY8 B13 ENVOLVENTE-3 2.9 0717 STORY8 B13 ENVOLVENTE-3 3.383 0718 STORY8 B13 ENVOLVENTE-3 3.867 0

719 STORY8 B13 ENVOLVENTE-3 3.867 0720 STORY8 B13 ENVOLVENTE-3 4.35 0721 STORY8 B13 ENVOLVENTE-3 4.833 0722 STORY8 B13 ENVOLVENTE-3 4.833 0723 STORY8 B13 ENVOLVENTE-3 5.167 0724 STORY8 B13 ENVOLVENTE-3 5.5 0725 STORY8 B13 ENVOLVENTE-4 0.3 0726 STORY8 B13 ENVOLVENTE-4 0.633 0727 STORY8 B13 ENVOLVENTE-4 0.967 0728 STORY8 B13 ENVOLVENTE-4 0.967 0729 STORY8 B13 ENVOLVENTE-4 1.45 0730 STORY8 B13 ENVOLVENTE-4 1.933 0731 STORY8 B13 ENVOLVENTE-4 1.933 0732 STORY8 B13 ENVOLVENTE-4 2.417 0733 STORY8 B13 ENVOLVENTE-4 2.9 0734 STORY8 B13 ENVOLVENTE-4 2.9 0735 STORY8 B13 ENVOLVENTE-4 3.383 0736 STORY8 B13 ENVOLVENTE-4 3.867 0737 STORY8 B13 ENVOLVENTE-4 3.867 0738 STORY8 B13 ENVOLVENTE-4 4.35 0739 STORY8 B13 ENVOLVENTE-4 4.833 0740 STORY8 B13 ENVOLVENTE-4 4.833 0741 STORY8 B13 ENVOLVENTE-4 5.167 0742 STORY8 B13 ENVOLVENTE-4 5.5 0743 STORY8 B13 ENVOLVENTE-5 0.3 0744 STORY8 B13 ENVOLVENTE-5 0.633 0745 STORY8 B13 ENVOLVENTE-5 0.967 0746 STORY8 B13 ENVOLVENTE-5 0.967 0747 STORY8 B13 ENVOLVENTE-5 1.45 0748 STORY8 B13 ENVOLVENTE-5 1.933 0749 STORY8 B13 ENVOLVENTE-5 1.933 0750 STORY8 B13 ENVOLVENTE-5 2.417 0751 STORY8 B13 ENVOLVENTE-5 2.9 0752 STORY8 B13 ENVOLVENTE-5 2.9 0753 STORY8 B13 ENVOLVENTE-5 3.383 0754 STORY8 B13 ENVOLVENTE-5 3.867 0755 STORY8 B13 ENVOLVENTE-5 3.867 0756 STORY8 B13 ENVOLVENTE-5 4.35 0757 STORY8 B13 ENVOLVENTE-5 4.833 0758 STORY8 B13 ENVOLVENTE-5 4.833 0759 STORY8 B13 ENVOLVENTE-5 5.167 0760 STORY8 B13 ENVOLVENTE-5 5.5 0761 STORY8 B13 ENVOLVENTE-6 0.3 0762 STORY8 B13 ENVOLVENTE-6 0.633 0763 STORY8 B13 ENVOLVENTE-6 0.967 0764 STORY8 B13 ENVOLVENTE-6 0.967 0765 STORY8 B13 ENVOLVENTE-6 1.45 0766 STORY8 B13 ENVOLVENTE-6 1.933 0767 STORY8 B13 ENVOLVENTE-6 1.933 0768 STORY8 B13 ENVOLVENTE-6 2.417 0769 STORY8 B13 ENVOLVENTE-6 2.9 0770 STORY8 B13 ENVOLVENTE-6 2.9 0771 STORY8 B13 ENVOLVENTE-6 3.383 0772 STORY8 B13 ENVOLVENTE-6 3.867 0773 STORY8 B13 ENVOLVENTE-6 3.867 0774 STORY8 B13 ENVOLVENTE-6 4.35 0775 STORY8 B13 ENVOLVENTE-6 4.833 0776 STORY8 B13 ENVOLVENTE-6 4.833 0777 STORY8 B13 ENVOLVENTE-6 5.167 0778 STORY8 B13 ENVOLVENTE-6 5.5 0779 STORY8 B13 ENVOLVENTE-7 0.3 0780 STORY8 B13 ENVOLVENTE-7 0.633 0781 STORY8 B13 ENVOLVENTE-7 0.967 0782 STORY8 B13 ENVOLVENTE-7 0.967 0783 STORY8 B13 ENVOLVENTE-7 1.45 0784 STORY8 B13 ENVOLVENTE-7 1.933 0785 STORY8 B13 ENVOLVENTE-7 1.933 0786 STORY8 B13 ENVOLVENTE-7 2.417 0787 STORY8 B13 ENVOLVENTE-7 2.9 0788 STORY8 B13 ENVOLVENTE-7 2.9 0789 STORY8 B13 ENVOLVENTE-7 3.383 0790 STORY8 B13 ENVOLVENTE-7 3.867 0

791 STORY8 B13 ENVOLVENTE-7 3.867 0792 STORY8 B13 ENVOLVENTE-7 4.35 0793 STORY8 B13 ENVOLVENTE-7 4.833 0794 STORY8 B13 ENVOLVENTE-7 4.833 0795 STORY8 B13 ENVOLVENTE-7 5.167 0796 STORY8 B13 ENVOLVENTE-7 5.5 0797 STORY8 B13 ENVOLVENTE-8 0.3 0798 STORY8 B13 ENVOLVENTE-8 0.633 0799 STORY8 B13 ENVOLVENTE-8 0.967 0800 STORY8 B13 ENVOLVENTE-8 0.967 0801 STORY8 B13 ENVOLVENTE-8 1.45 0802 STORY8 B13 ENVOLVENTE-8 1.933 0803 STORY8 B13 ENVOLVENTE-8 1.933 0804 STORY8 B13 ENVOLVENTE-8 2.417 0805 STORY8 B13 ENVOLVENTE-8 2.9 0806 STORY8 B13 ENVOLVENTE-8 2.9 0807 STORY8 B13 ENVOLVENTE-8 3.383 0808 STORY8 B13 ENVOLVENTE-8 3.867 0809 STORY8 B13 ENVOLVENTE-8 3.867 0810 STORY8 B13 ENVOLVENTE-8 4.35 0811 STORY8 B13 ENVOLVENTE-8 4.833 0812 STORY8 B13 ENVOLVENTE-8 4.833 0813 STORY8 B13 ENVOLVENTE-8 5.167 0814 STORY8 B13 ENVOLVENTE-8 5.5 0815816817818819820821822823824825826827828829830831832833834835836837838839840841842843844845846847848849850851852853854855856857858859860861862

863864865866867868869870871872873874875876877878879880881882883884885886887888889890891892893894895896897898899900901902903904905906907908909910911912913914915916917918919920921922923924925926927928929930931932933934

9359369379389399409419429439449459469479489499509519529539549559569579589599609619629639649659669679689699709719729739749759769779789799809819829839849859869879889899909919929939949959969979989991000100110021003100410051006

100710081009101010111012101310141015101610171018101910201021102210231024102510261027102810291030103110321033103410351036103710381039104010411042104310441045104610471048104910501051105210531054105510561057105810591060106110621063106410651066106710681069107010711072107310741075107610771078

107910801081108210831084108510861087108810891090109110921093109410951096109710981099110011011102110311041105110611071108110911101111111211131114111511161117111811191120112111221123112411251126112711281129113011311132113311341135113611371138113911401141114211431144114511461147114811491150

115111521153115411551156115711581159116011611162116311641165116611671168116911701171117211731174117511761177117811791180118111821183118411851186118711881189119011911192119311941195119611971198119912001201120212031204120512061207120812091210121112121213121412151216121712181219122012211222

122312241225122612271228122912301231123212331234123512361237123812391240124112421243124412451246124712481249125012511252125312541255125612571258125912601261126212631264126512661267126812691270127112721273127412751276127712781279128012811282128312841285128612871288128912901291129212931294

129512961297129812991300130113021303130413051306130713081309131013111312131313141315131613171318131913201321132213231324132513261327132813291330133113321333133413351336133713381339134013411342134313441345134613471348134913501351135213531354135513561357135813591360136113621363136413651366

136713681369137013711372137313741375137613771378137913801381138213831384138513861387138813891390139113921393139413951396139713981399140014011402140314041405140614071408140914101411141214131414141514161417141814191420142114221423142414251426142714281429143014311432143314341435143614371438

143914401441144214431444144514461447144814491450145114521453145414551456145714581459146014611462146314641465146614671468146914701471147214731474147514761477147814791480148114821483148414851486148714881489149014911492149314941495149614971498149915001501150215031504150515061507150815091510

151115121513151415151516151715181519152015211522152315241525152615271528152915301531153215331534153515361537153815391540154115421543154415451546154715481549155015511552155315541555155615571558155915601561156215631564156515661567156815691570157115721573157415751576157715781579158015811582

158315841585158615871588158915901591159215931594159515961597159815991600160116021603160416051606160716081609161016111612161316141615161616171618161916201621162216231624162516261627162816291630163116321633163416351636163716381639164016411642164316441645164616471648164916501651165216531654

165516561657165816591660166116621663166416651666166716681669167016711672167316741675167616771678167916801681168216831684168516861687168816891690169116921693169416951696169716981699170017011702170317041705170617071708170917101711171217131714171517161717171817191720172117221723172417251726

172717281729173017311732173317341735173617371738173917401741174217431744174517461747174817491750175117521753175417551756175717581759176017611762176317641765176617671768176917701771177217731774177517761777177817791780178117821783178417851786178717881789179017911792179317941795179617971798

179918001801180218031804180518061807180818091810181118121813181418151816181718181819182018211822182318241825182618271828182918301831183218331834183518361837183818391840184118421843184418451846184718481849185018511852185318541855185618571858185918601861186218631864186518661867186818691870

187118721873187418751876187718781879188018811882188318841885188618871888188918901891189218931894189518961897189818991900190119021903190419051906190719081909191019111912191319141915191619171918191919201921192219231924192519261927192819291930193119321933193419351936193719381939194019411942

194319441945194619471948194919501951195219531954195519561957195819591960196119621963196419651966196719681969197019711972197319741975197619771978197919801981198219831984198519861987198819891990199119921993199419951996199719981999200020012002200320042005200620072008200920102011201220132014

201520162017201820192020202120222023202420252026202720282029203020312032203320342035203620372038203920402041204220432044204520462047204820492050205120522053205420552056205720582059206020612062206320642065206620672068206920702071207220732074207520762077207820792080208120822083208420852086

208720882089209020912092209320942095209620972098209921002101210221032104210521062107210821092110211121122113211421152116211721182119212021212122212321242125212621272128212921302131213221332134213521362137213821392140214121422143214421452146214721482149215021512152215321542155215621572158

215921602161216221632164216521662167216821692170217121722173217421752176217721782179218021812182218321842185218621872188218921902191219221932194219521962197219821992200220122022203220422052206220722082209221022112212221322142215221622172218221922202221222222232224222522262227222822292230

223122322233223422352236223722382239224022412242224322442245224622472248224922502251225222532254225522562257225822592260226122622263226422652266226722682269227022712272227322742275227622772278227922802281228222832284228522862287228822892290229122922293229422952296229722982299230023012302

230323042305230623072308230923102311231223132314231523162317231823192320232123222323232423252326232723282329233023312332233323342335233623372338233923402341234223432344234523462347234823492350235123522353235423552356235723582359236023612362236323642365236623672368236923702371237223732374

237523762377237823792380238123822383238423852386238723882389239023912392239323942395239623972398239924002401240224032404240524062407240824092410241124122413241424152416241724182419242024212422242324242425242624272428242924302431243224332434243524362437243824392440244124422443244424452446

244724482449245024512452245324542455245624572458245924602461246224632464246524662467246824692470247124722473247424752476247724782479248024812482248324842485248624872488248924902491249224932494249524962497249824992500250125022503250425052506250725082509251025112512251325142515251625172518

251925202521252225232524252525262527252825292530253125322533253425352536253725382539254025412542254325442545254625472548254925502551255225532554255525562557255825592560256125622563256425652566256725682569257025712572257325742575257625772578257925802581258225832584258525862587258825892590

259125922593259425952596259725982599260026012602260326042605260626072608260926102611261226132614261526162617261826192620262126222623262426252626262726282629263026312632263326342635263626372638263926402641264226432644264526462647264826492650265126522653265426552656265726582659266026612662

266326642665266626672668266926702671267226732674267526762677267826792680268126822683268426852686268726882689269026912692269326942695269626972698269927002701270227032704270527062707270827092710271127122713271427152716271727182719272027212722272327242725272627272728272927302731273227332734

273527362737273827392740274127422743274427452746274727482749275027512752275327542755275627572758275927602761276227632764276527662767276827692770277127722773277427752776277727782779278027812782278327842785278627872788278927902791279227932794279527962797279827992800280128022803280428052806

280728082809281028112812281328142815281628172818281928202821282228232824282528262827282828292830283128322833283428352836283728382839284028412842284328442845284628472848284928502851285228532854285528562857285828592860286128622863286428652866286728682869287028712872287328742875287628772878

287928802881288228832884288528862887288828892890289128922893289428952896289728982899290029012902290329042905290629072908290929102911291229132914291529162917291829192920292129222923292429252926292729282929293029312932293329342935293629372938293929402941294229432944294529462947294829492950

29512952295329542955295629572958295929602961296229632964296529662967296829692970297129722973297429752976297729782979298029812982298329842985298629872988298929902991299229932994299529962997299829993000

Combinaciones = 8

Estaciones = 18Fila de Comb. = 5 23

V2 V3 T M2 M3 1 Comb. 2 Comb.2.94 0 0 0 16.234 16.234 16.2343.48 0 0 0 15.93 15.93 15.934.02 0 0 0 15.332 15.332 15.332

3 0 0 0 15.41 15.41 15.413.78 0 0 0 14.523 14.523 14.5234.57 0 0 0 13.018 13.018 13.0185.24 0 0 0 12.928 12.928 12.9286.3 0 0 0 10.193 10.193 10.193

-7.52 0 0 0 3.165 3.165 3.165-5.6 0 0 0 3.145 3.145 3.145

-4.81 0 0 0 -0.03 -0.03 -0.03-4.03 0 0 0 -4.449 -4.449 -4.449-3.05 0 0 0 -4.684 -4.684 -4.684-2.26 0 0 0 -11.404 -11.404 -11.404-1.48 0 0 0 -19.31 -19.31 -19.31-1.37 0 0 0 -19.532 -19.532 -19.532-0.83 0 0 0 -26.494 -26.494 -26.494-0.29 0 0 0 -33.75 -33.75 -33.75

-17.89 0 0 0 16.234-17.01 0 0 0 15.93-16.13 0 0 0 15.332-14.48 0 0 0 15.41-13.21 0 0 0 14.523-11.93 0 0 0 13.018-10.08 0 0 0 12.928

-8.8 0 0 0 10.1937.58 0 0 0 3.1659.54 0 0 0 3.145

10.82 0 0 0 -0.0312.1 0 0 0 -4.449

14.44 0 0 0 -4.68415.72 0 0 0 -11.404

17 0 0 0 -19.3120.45 0 0 0 -19.53221.33 0 0 0 -26.49422.21 0 0 0 -33.752.94 0 0 0 -26.573.48 0 0 0 -20.7544.02 0 0 0 -15.233

3 0 0 0 -15.0113.78 0 0 0 -8.4134.57 0 0 0 -3.615.24 0 0 0 -3.4026.3 0 0 0 0.442

-7.52 0 0 0 7.664-5.6 0 0 0 7.652

-4.81 0 0 0 9.055-4.03 0 0 0 10.799-3.05 0 0 0 10.845-2.26 0 0 0 11.125-1.48 0 0 0 10.969-1.37 0 0 0 10.943-0.83 0 0 0 11.309-0.29 0 0 0 11.495

-17.89 0 0 0 -26.57-17.01 0 0 0 -20.754-16.13 0 0 0 -15.233-14.48 0 0 0 -15.011-13.21 0 0 0 -8.413-11.93 0 0 0 -3.61-10.08 0 0 0 -3.402

-8.8 0 0 0 0.4427.58 0 0 0 7.6649.54 0 0 0 7.652

10.82 0 0 0 9.05512.1 0 0 0 10.799

DISEÑO DE VIGAS según EL ACI 318-2008Herramienta de Cálculo Cingcivil, Comunidad para la Ingeniería Civil (www.cingcivil.com)

14.44 0 0 0 10.84515.72 0 0 0 11.125

17 0 0 0 10.96920.45 0 0 0 10.94321.33 0 0 0 11.30922.21 0 0 0 11.4952.94 0 0 0 16.2343.48 0 0 0 15.934.02 0 0 0 15.332

3 0 0 0 15.413.78 0 0 0 14.5234.57 0 0 0 13.0185.24 0 0 0 12.9286.3 0 0 0 10.193

-7.52 0 0 0 3.165-5.6 0 0 0 3.145

-4.81 0 0 0 -0.03-4.03 0 0 0 -4.449-3.05 0 0 0 -4.684-2.26 0 0 0 -11.404-1.48 0 0 0 -19.31-1.37 0 0 0 -19.532-0.83 0 0 0 -26.494-0.29 0 0 0 -33.75

-17.89 0 0 0 16.234-17.01 0 0 0 15.93-16.13 0 0 0 15.332-14.48 0 0 0 15.41-13.21 0 0 0 14.523-11.93 0 0 0 13.018-10.08 0 0 0 12.928

-8.8 0 0 0 10.1937.58 0 0 0 3.1659.54 0 0 0 3.145

10.82 0 0 0 -0.0312.1 0 0 0 -4.449

14.44 0 0 0 -4.68415.72 0 0 0 -11.404

17 0 0 0 -19.3120.45 0 0 0 -19.53221.33 0 0 0 -26.49422.21 0 0 0 -33.752.94 0 0 0 -26.573.48 0 0 0 -20.7544.02 0 0 0 -15.233

3 0 0 0 -15.0113.78 0 0 0 -8.4134.57 0 0 0 -3.615.24 0 0 0 -3.4026.3 0 0 0 0.442

-7.52 0 0 0 7.664-5.6 0 0 0 7.652

-4.81 0 0 0 9.055-4.03 0 0 0 10.799-3.05 0 0 0 10.845-2.26 0 0 0 11.125-1.48 0 0 0 10.969-1.37 0 0 0 10.943-0.83 0 0 0 11.309-0.29 0 0 0 11.495

-17.89 0 0 0 -26.57-17.01 0 0 0 -20.754-16.13 0 0 0 -15.233-14.48 0 0 0 -15.011-13.21 0 0 0 -8.413-11.93 0 0 0 -3.61-10.08 0 0 0 -3.402

-8.8 0 0 0 0.4427.58 0 0 0 7.6649.54 0 0 0 7.652

10.82 0 0 0 9.05512.1 0 0 0 10.799

14.44 0 0 0 10.84515.72 0 0 0 11.125

17 0 0 0 10.96920.45 0 0 0 10.94321.33 0 0 0 11.30922.21 0 0 0 11.495

6.02 0 0 0 7.3-6.78 0 0 0 3.879-5.6 0 0 0 3.879

-4.81 0 0 0 -0.03-4.03 0 0 0 -4.449-3.05 0 0 0 -4.684-2.26 0 0 0 -10.212-1.48 0 0 0 -16.119-1.37 0 0 0 -16.275-0.83 0 0 0 -21.391-0.29 0 0 0 -26.688

-13.59 0 0 0 16.076-13.05 0 0 0 15.007-12.5 0 0 0 13.757

-11.12 0 0 0 13.784-10.33 0 0 0 12.145-9.54 0 0 0 10.127-8.35 0 0 0 10.021-7.56 0 0 0 7.36.81 0 0 0 3.8797.98 0 0 0 3.8798.77 0 0 0 -0.039.56 0 0 0 -4.449

11.04 0 0 0 -4.68411.83 0 0 0 -10.21212.62 0 0 0 -16.11915.08 0 0 0 -16.27515.62 0 0 0 -21.39116.16 0 0 0 -26.6882.94 0 0 0 -22.4483.48 0 0 0 -18.0094.02 0 0 0 -13.751

3 0 0 0 -13.5953.78 0 0 0 -8.4134.57 0 0 0 -3.615.24 0 0 0 -3.4026.02 0 0 0 0.442

-6.78 0 0 0 4.226-5.6 0 0 0 4.201

-4.81 0 0 0 6.577-4.03 0 0 0 8.702

-3.05 0 0 0 8.781-2.26 0 0 0 10.065-1.48 0 0 0 10.969-1.37 0 0 0 10.943-0.83 0 0 0 11.309-0.29 0 0 0 11.495

-13.59 0 0 0 -22.448-13.05 0 0 0 -18.009-12.5 0 0 0 -13.751

-11.12 0 0 0 -13.595-10.33 0 0 0 -8.413-9.54 0 0 0 -3.61-8.35 0 0 0 -3.402-7.56 0 0 0 0.4426.81 0 0 0 4.2267.98 0 0 0 4.2018.77 0 0 0 6.5779.56 0 0 0 8.702

11.04 0 0 0 8.78111.83 0 0 0 10.06512.62 0 0 0 10.96915.08 0 0 0 10.94315.62 0 0 0 11.30916.16 0 0 0 11.495-3.93 0 0 0 -2.009-3.39 0 0 0 -0.786-2.85 0 0 0 0.355-3.53 0 0 0 0.44-2.75 0 0 0 2.333-1.96 0 0 0 3.862-1.04 0 0 0 3.922-0.26 0 0 0 4.621-0.49 0 0 0 3.1650.64 0 0 0 3.1451.43 0 0 0 2.2192.21 0 0 0 0.8153.36 0 0 0 0.7264.14 0 0 0 -1.7064.93 0 0 0 -4.5176.23 0 0 0 -4.6086.77 0 0 0 -7.1917.31 0 0 0 -9.954

-6.72 0 0 0 -2.009-6.18 0 0 0 -0.786-5.63 0 0 0 0.355-4.59 0 0 0 0.44-3.8 0 0 0 2.333

-3.02 0 0 0 3.862-2.07 0 0 0 3.922-1.28 0 0 0 4.6210.53 0 0 0 3.1651.75 0 0 0 3.1452.53 0 0 0 2.2193.32 0 0 0 0.8154.64 0 0 0 0.7265.42 0 0 0 -1.7066.21 0 0 0 -4.5177.48 0 0 0 -4.6088.02 0 0 0 -7.1918.56 0 0 0 -9.954

-3.93 0 0 0 -4.364-3.39 0 0 0 -2.216-2.85 0 0 0 -0.349-3.53 0 0 0 -0.252-2.75 0 0 0 1.4-1.96 0 0 0 2.655-1.04 0 0 0 2.697-0.26 0 0 0 3.121-0.49 0 0 0 4.940.64 0 0 0 4.9351.43 0 0 0 4.3272.21 0 0 0 3.438

3.36 0 0 0 3.3714.14 0 0 0 1.5594.93 0 0 0 -0.6336.23 0 0 0 -0.7246.77 0 0 0 -2.8917.31 0 0 0 -5.239

-6.72 0 0 0 -4.364-6.18 0 0 0 -2.216-5.63 0 0 0 -0.349-4.59 0 0 0 -0.252-3.8 0 0 0 1.4

-3.02 0 0 0 2.655-2.07 0 0 0 2.697-1.28 0 0 0 3.1210.53 0 0 0 4.941.75 0 0 0 4.9352.53 0 0 0 4.3273.32 0 0 0 3.4384.64 0 0 0 3.3715.42 0 0 0 1.5596.21 0 0 0 -0.6337.48 0 0 0 -0.7248.02 0 0 0 -2.8918.56 0 0 0 -5.239

-3.93 0 0 0 -2.009-3.39 0 0 0 -0.786-2.85 0 0 0 0.355-3.53 0 0 0 0.44-2.75 0 0 0 2.333-1.96 0 0 0 3.862-1.04 0 0 0 3.922-0.26 0 0 0 4.621-0.49 0 0 0 3.1650.64 0 0 0 3.1451.43 0 0 0 2.2192.21 0 0 0 0.8153.36 0 0 0 0.7264.14 0 0 0 -1.7064.93 0 0 0 -4.5176.23 0 0 0 -4.6086.77 0 0 0 -7.1917.31 0 0 0 -9.954

-6.72 0 0 0 -2.009-6.18 0 0 0 -0.786-5.63 0 0 0 0.355-4.59 0 0 0 0.44-3.8 0 0 0 2.333

-3.02 0 0 0 3.862-2.07 0 0 0 3.922-1.28 0 0 0 4.6210.53 0 0 0 3.1651.75 0 0 0 3.1452.53 0 0 0 2.2193.32 0 0 0 0.8154.64 0 0 0 0.7265.42 0 0 0 -1.7066.21 0 0 0 -4.5177.48 0 0 0 -4.6088.02 0 0 0 -7.1918.56 0 0 0 -9.954

-3.93 0 0 0 -4.364-3.39 0 0 0 -2.216-2.85 0 0 0 -0.349-3.53 0 0 0 -0.252-2.75 0 0 0 1.4-1.96 0 0 0 2.655-1.04 0 0 0 2.697-0.26 0 0 0 3.121-0.49 0 0 0 4.940.64 0 0 0 4.9351.43 0 0 0 4.3272.21 0 0 0 3.438

3.36 0 0 0 3.3714.14 0 0 0 1.5594.93 0 0 0 -0.6336.23 0 0 0 -0.7246.77 0 0 0 -2.8917.31 0 0 0 -5.239

-6.72 0 0 0 -4.364-6.18 0 0 0 -2.216-5.63 0 0 0 -0.349-4.59 0 0 0 -0.252-3.8 0 0 0 1.4

-3.02 0 0 0 2.655-2.07 0 0 0 2.697-1.28 0 0 0 3.1210.53 0 0 0 4.941.75 0 0 0 4.9352.53 0 0 0 4.3273.32 0 0 0 3.4384.64 0 0 0 3.3715.42 0 0 0 1.5596.21 0 0 0 -0.6337.48 0 0 0 -0.7248.02 0 0 0 -2.8918.56 0 0 0 -5.2392.94 0 0 0 16.2343.48 0 0 0 15.934.02 0 0 0 15.332

3 0 0 0 15.413.78 0 0 0 14.5234.57 0 0 0 13.0185.24 0 0 0 12.9286.3 0 0 0 10.193

-7.52 0 0 0 3.165-5.6 0 0 0 3.145

-4.81 0 0 0 -0.03-4.03 0 0 0 -4.449-3.05 0 0 0 -4.684-2.26 0 0 0 -11.404-1.48 0 0 0 -19.31-1.37 0 0 0 -19.532-0.83 0 0 0 -26.494-0.29 0 0 0 -33.75

-17.89 0 0 0 16.234-17.01 0 0 0 15.93-16.13 0 0 0 15.332-14.48 0 0 0 15.41-13.21 0 0 0 14.523-11.93 0 0 0 13.018-10.08 0 0 0 12.928

-8.8 0 0 0 10.1937.58 0 0 0 3.1659.54 0 0 0 3.145

10.82 0 0 0 -0.0312.1 0 0 0 -4.449

14.44 0 0 0 -4.68415.72 0 0 0 -11.404

17 0 0 0 -19.3120.45 0 0 0 -19.53221.33 0 0 0 -26.49422.21 0 0 0 -33.752.94 0 0 0 -26.573.48 0 0 0 -20.7544.02 0 0 0 -15.233

3 0 0 0 -15.0113.78 0 0 0 -8.4134.57 0 0 0 -3.615.24 0 0 0 -3.4026.3 0 0 0 0.442

-7.52 0 0 0 7.664-5.6 0 0 0 7.652

-4.81 0 0 0 9.055-4.03 0 0 0 10.799

-3.05 0 0 0 10.845-2.26 0 0 0 11.125-1.48 0 0 0 10.969-1.37 0 0 0 10.943-0.83 0 0 0 11.309-0.29 0 0 0 11.495

-17.89 0 0 0 -26.57-17.01 0 0 0 -20.754-16.13 0 0 0 -15.233-14.48 0 0 0 -15.011-13.21 0 0 0 -8.413-11.93 0 0 0 -3.61-10.08 0 0 0 -3.402

-8.8 0 0 0 0.4427.58 0 0 0 7.6649.54 0 0 0 7.652

10.82 0 0 0 9.05512.1 0 0 0 10.799

14.44 0 0 0 10.84515.72 0 0 0 11.125

17 0 0 0 10.96920.45 0 0 0 10.94321.33 0 0 0 11.30922.21 0 0 0 11.4952.94 0 0 0 16.2343.48 0 0 0 15.934.02 0 0 0 15.332

3 0 0 0 15.413.78 0 0 0 14.5234.57 0 0 0 13.0185.24 0 0 0 12.9286.3 0 0 0 10.193

-7.52 0 0 0 3.165-5.6 0 0 0 3.145

-4.81 0 0 0 -0.03-4.03 0 0 0 -4.449-3.05 0 0 0 -4.684-2.26 0 0 0 -11.404-1.48 0 0 0 -19.31-1.37 0 0 0 -19.532-0.83 0 0 0 -26.494-0.29 0 0 0 -33.75

-17.89 0 0 0 16.234-17.01 0 0 0 15.93-16.13 0 0 0 15.332-14.48 0 0 0 15.41-13.21 0 0 0 14.523-11.93 0 0 0 13.018-10.08 0 0 0 12.928

-8.8 0 0 0 10.1937.58 0 0 0 3.1659.54 0 0 0 3.145

10.82 0 0 0 -0.0312.1 0 0 0 -4.449

14.44 0 0 0 -4.68415.72 0 0 0 -11.404

17 0 0 0 -19.3120.45 0 0 0 -19.53221.33 0 0 0 -26.49422.21 0 0 0 -33.752.94 0 0 0 -26.573.48 0 0 0 -20.7544.02 0 0 0 -15.233

3 0 0 0 -15.0113.78 0 0 0 -8.4134.57 0 0 0 -3.615.24 0 0 0 -3.4026.3 0 0 0 0.442

-7.52 0 0 0 7.664-5.6 0 0 0 7.652

-4.81 0 0 0 9.055-4.03 0 0 0 10.799

-3.05 0 0 0 10.845-2.26 0 0 0 11.125-1.48 0 0 0 10.969-1.37 0 0 0 10.943-0.83 0 0 0 11.309-0.29 0 0 0 11.495

-17.89 0 0 0 -26.57-17.01 0 0 0 -20.754-16.13 0 0 0 -15.233-14.48 0 0 0 -15.011-13.21 0 0 0 -8.413-11.93 0 0 0 -3.61-10.08 0 0 0 -3.402

-8.8 0 0 0 0.4427.58 0 0 0 7.6649.54 0 0 0 7.652

10.82 0 0 0 9.05512.1 0 0 0 10.799

14.44 0 0 0 10.84515.72 0 0 0 11.125

17 0 0 0 10.96920.45 0 0 0 10.94321.33 0 0 0 11.30922.21 0 0 0 11.495

41 59 77 95 113 131 Location3 Comb. 4 Comb. 5 Comb. 6 Comb. 7 Comb. 8 Comb. 9 Comb. cm

-26.57 -26.57 16.234 16.234 -26.57 -26.57 0.3-20.754 -20.754 15.93 15.93 -20.754 -20.754 0.633-15.233 -15.233 15.332 15.332 -15.233 -15.233 0.967-15.011 -15.011 15.41 15.41 -15.011 -15.011 0.967-8.413 -8.413 14.523 14.523 -8.413 -8.413 1.45-3.61 -3.61 13.018 13.018 -3.61 -3.61 1.933

-3.402 -3.402 12.928 12.928 -3.402 -3.402 1.9330.442 0.442 10.193 10.193 0.442 0.442 2.4177.664 7.664 3.165 3.165 7.664 7.664 2.97.652 7.652 3.145 3.145 7.652 7.652 2.99.055 9.055 -0.03 -0.03 9.055 9.055 3.383

10.799 10.799 -4.449 -4.449 10.799 10.799 3.86710.845 10.845 -4.684 -4.684 10.845 10.845 3.86711.125 11.125 -11.404 -11.404 11.125 11.125 4.3510.969 10.969 -19.31 -19.31 10.969 10.969 4.83310.943 10.943 -19.532 -19.532 10.943 10.943 4.83311.309 11.309 -26.494 -26.494 11.309 11.309 5.16711.495 11.495 -33.75 -33.75 11.495 11.495 5.5

Valores Superior Valores InferiorFTopMoment FBotMomentTonf-m Tonf-m

-26.57 16.234-20.754 15.93-15.233 15.332-15.011 15.41-8.413 14.523-3.61 13.018

-3.402 12.9280 10.1930 7.6640 7.652

-0.03 9.055-4.449 10.799-4.684 10.845

-11.404 11.125-19.31 10.969

-19.532 10.943-26.494 11.309-33.75 11.495

Frame UbicaciónMomentoSuperior

MomentoInferior

Descripción cm Tonf-m Tonf-m1 B13 0.3 -26.57 16.2342 B13 0.633 -20.754 15.933 B13 0.967 -15.233 15.3324 B13 0.967 -15.011 15.415 B13 1.45 -8.413 14.5236 B13 1.933 -3.61 13.0187 B13 1.933 -3.402 12.9288 B13 2.417 0 10.1939 B13 2.9 0 7.664

10 B13 2.9 0 7.65211 B13 3.383 -0.03 9.05512 B13 3.867 -4.449 10.79913 B13 3.867 -4.684 10.84514 B13 4.35 -11.404 11.12515 B13 4.833 -19.31 10.96916 B13 4.833 -19.532 10.94317 B13 5.167 -26.494 11.30918 B13 5.5 -33.75 11.4951920212223242526272829303132333435363738394041424344454647484950

f'c = 420.00 Kg/cm 2

fy = 4200.00 Kg/cm 2

Módulo de Elasticidad del Acero Es = 2039000.00 Kg/cm 2

Ancho = 25.00 cmAltura Total = 70.00 cm

Recub. al centroide de la varilla = 9.00 cm OBS.: Será igual para refuerzo en tracción y en compresiónPeralte Efectivo = 61.00 cm

Tipo de Pórtico Resistente a Sismo = Elegir según Categoría de Diseño SísmicoEje neutro "c max " sección controlada por Tracción = 22.875 cm

β1 = 0.75 "a max " sección controlada por Tracción = 17.156 cm

Cuantía Máxima sección controlada por Tracción = 0.02500 OBS: Como máximoϵ s = 0.005Cuantía Mínima sección controlada por Tracción = 0.00390

Cuantía Máxima sección que requiere acero en Compresión = 0.02500Momento Máximo sección que requiere acero en Compresión = 74.942

Momentos en el Claro de la Viga según Capítulo 21Momento al Extremo Inicial = 26.570 Tn-m

Especial

DATOS INICIALES: Diseño de Vigas a Flexión y a Corte según elACI 318-2008

Momento en el claro de la Viga por Tipo de Pórtico Extremo Inicial = 6.643 Tn-mCuantía en el claro de la Viga por Tipo de Pórtico Extremo Inicial = 0.0019

Área de Acero Tipo de Pórtico Extremo Inicial = 3.885 cm2Momento al Extremo Final = 33.750 Tn-m

Momento en el claro de la Viga por Tipo de Pórtico Extremo Final = 8.438 Tn-mCuantía en el claro de la Viga por Tipo de Pórtico Extremo Final = 0.0024

Área de Acero por Tipo de Pórtico Extremo Final = 4.950 cm2

EST 01 EST 02 EST 03 EST 04 EST 05¿Estación Inicial o Final? = SI NO NO NO NO

DISEÑO A FLEXIÓNDistancia (m) = 0.3 0.633 0.967 0.967 1.45

Momento Actuante Superior (Mu) Tn-m = -26.57 -20.754 -15.233 -15.011 -8.413Momento Actuante Inferior (Mu) Tn-m = 16.234 15.93 15.332 15.41 14.523

Cuantía Requerida Superior = 0.00793 0.00612 0.00445 0.00438 0.00243Cuantía Requerida Inferior = 0.00475 0.00466 0.00448 0.00450 0.00424

Área de Acero Requerido cm 2 = 12.088 9.338 6.784 6.683 3.702Altura del Bloque de Concreto (a) cm = 5.689 4.394 3.193 3.145 1.742

Distancia al Eje neutro ( c) cm = 7.585 5.859 4.257 4.193 2.323¿Requiere Refuerzo en Compresión? = NO NO NO NO NO

Obs.: De ser la Cuantía Requerida "No adecuada", se deberá de cambiar la sección de la viga

Diseño de Secciones controladas por TracciónCuantía de Diseño Superior = 0.00793 0.00612 0.00445 0.00438 0.00324

Cuantía de Diseño Inferior = 0.00475 0.00466 0.00448 0.00450 0.00424

Acero Superior (cm 2 ) = 12.088 9.338 6.784 6.683 4.936

Acero Inferior (cm 2 ) = 7.243 7.104 6.830 6.866 6.460

Nota: En Categorías de Diseño Sísmico tipo B, las vigas deben de tener como mínimo 2 barras longitudinales continuas, colocadas a lo largo de ambas caras superior e inferior. Estas barras deben desarrollarse en la cara de apoyo. Este requisito no puede cumplirse en Categorías de Diseño Sísmico tipo A

Diseño de Secciones con Requerimiento de Acero en Compresión, Secciones Controladas por Tracción y CompresiónMo que Resiste el Bloque de Concreto (Muc) Tn-m =

Mo a Resistir por el Acero en Compresión (Mus) Tn-m =Esfuerzo en el Acero de fluencia Kg/cm 2 =

Área de Acero en Compresión (cm 2 ) =Área de Acero en Tensión (cm 2 ) =

Acero Superior (cm 2 ) =Acero Inferior (cm 2 ) =

Resumen



Requerimiento de Acero debido al Capítulo 21 del ACI: Viga en Pórtico Especial Resistente a Momento



Arreglo para Refuerzo Superior

Estación cm = 0.300 0.633 0.967 0.967 1.450Acero Superior (cm 2 ) = 12.088 9.338 6.784 6.683 4.950

Primer Arreglo de Varilla y Área en cm 2 = 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4

Área de Acero dado cm 2 = 5.290 5.290 5.290 5.290 5.290Área de Acero faltante cm 2 = 6.798 4.048 1.494 1.393 OK

Segundo Arreglo de Varilla y Área en cm 2 = 2 =1#3+1#4 2 =1#3+1#4 2 =1#3+1#4 2 =1#3+1#4 Ninguno

Área de Acero dado cm 2 = 2.000 2.000 2.000 2.000 0.000Área de Acero faltante cm 2 = 4.798 2.048 OK OK OK

Tercer Arreglo de Varilla y Área en cm 2 = 2.84 =1#6 2.84 =1#6 Ninguno Ninguno Ninguno

Área de Acero dado cm 2 = 2.840 2.840 0.000 0.000 0.000Área de Acero faltante cm 2 = 1.958 OK OK OK OK

Cuarto Arreglo de Varilla y Área en cm 2 = 2 =1#5 Ninguno Ninguno Ninguno Ninguno

Área de Acero dado cm 2 = 2.000 0.000 0.000 0.000 0.000Área de Acero faltante cm 2 = OK OK OK OK OK

Quinto Arreglo de Varilla y Área en cm 2 = Ninguno Ninguno Ninguno Ninguno Ninguno


Sumatoria del Refuerzo cm 2 = 12.130 10.130 7.290 7.290 5.290

Arreglo para Refuerzo Inferior

Estación cm = 0.300 0.633 0.967 0.967 1.450Acero Inferior (cm 2 ) = 7.243 7.104 6.830 6.866 6.460

Primer Arreglo de Varilla y Área en cm 2 = 6 =3#5 6 =3#5 6 =3#5 6 =3#5 6 =3#5

Área de Acero dado cm 2 = 6.000 6.000 6.000 6.000 6.000Área de Acero faltante cm 2 = 1.243 1.104 0.830 0.866 0.460

Segundo Arreglo de Varilla y Área en cm 2 = 1.29 =1#4 1.29 =1#4 1.29 =1#4 1.29 =1#4 1.29 =1#4


Tercer Arreglo de Varilla y Área en cm 2 = Ninguno Ninguno Ninguno Ninguno Ninguno


Cuarto Arreglo de Varilla y Área en cm 2 = Ninguno Ninguno Ninguno Ninguno Ninguno


Quinto Arreglo de Varilla y Área en cm 2 = Ninguno Ninguno Ninguno Ninguno Ninguno


Sumatoria del Refuerzo cm 2 = 7.290 7.290 7.290 7.290 7.290

DISEÑO A CORTANTEZona de Confinamiento = 1400.00 mm

Diámetro de la Barra Longitudinal más pequeña = #4Diámetro de la Barra Usada para Estribo Cerrado = #3

Espaciamiento en Zona de Confinamiento = 101.600 mmEspaciamiento en Zona de Confinamiento a Usar = 100.000 mm

# de Estribos en Zona de Confinamiento = 14.000Espaciamiento Fuera de Zona de Confinamiento = 305.000 mm

Espaciamiento Fuera de Zona de Confinamiento a Usar = 300.000 mm

Arreglo para Refuerzo Transversal = Estribos ϕ #3: 1@ 50, 14 @ 100, Resto @ 300

Verificación con ProgramaZona de Confinamiento: (colocar el mayor valor a una distancia igual a 140 cmmedida de ambos apoyos o caras viga-columna

Av/s = 0.144 cm 2 /cmDiámetro de la Barra Usada para Estribo Cerrado = #3

Longitud de Zona de Confinamiento = 1400.00 mm# de Estribos = 14.20

# de Estribos a Usar = 14.000Espaciamiento de Estribos = 107.692 mm

Espaciamiento de Estribos a Usar = 100.000 mm

Fuera de la Zona de Confinamiento: colocar el mayorLongitud Total de la Viga = 5.800 m

Av/s = 0.069 cm 2 /cmDiámetro de la Barra Usada para Estribo Cerrado = #3

Longitud fuera de Zona de Confinamiento = 3000.00 mm# de Estribos = 14.58

# de Estribos a Usar = 21.000Espaciamiento de Estribos = 150.000 mm

Espaciamiento de Estribos a Usar = 150.000 mm

Arreglo para Refuerzo Transversal = Estribos ϕ #3: 1@ 50, 14 @ 100, Resto @ 150

Lista 1 Refuerzo Área Lista 2 Diámetro ÁreaNinguno 0.00 cm2 #3 0.95 cm 0.71 cm2

0.71 =1#3 1#3 0.71 cm2 #4 1.27 cm 1.29 cm21.29 =1#4 1#4 1.29 cm2 #5 1.59 cm 2.00 cm21.42 =2#3 2#3 1.42 cm2 #6 1.91 cm 2.84 cm2

2 =1#3+1#4 1#3+1#4 2.00 cm2 #8 2.54 cm 5.11 cm22 =1#5 1#5 2.00 cm2

2.13 =3#3 3#3 2.13 cm22.58 =2#4 2#4 2.58 cm2

2.71 =1#3+1#5 1#3+1#5 2.71 cm22.71 =2#3+1#4 2#3+1#4 2.71 cm2

2.84 =1#6 1#6 2.84 cm2

2.84 =4#3 4#3 2.84 cm23.29 =1#4+1#5 1#4+1#5 3.29 cm23.29 =2#4+1#3 2#4+1#3 3.29 cm23.42 =2#3+1#5 2#3+1#5 3.42 cm2

3.87 =3#4 3#4 3.87 cm24 =2#5 2#5 4.00 cm2

4.13 =1#4+1#6 1#4+1#6 4.13 cm24.58 =2#4+1#5 2#4+1#5 4.58 cm24.71 =2#5+1#3 2#5+1#3 4.71 cm24.84 =1#5+1#6 1#5+1#6 4.84 cm2

5.11 =1#8 1#8 5.11 cm25.16 =4#4 4#4 5.16 cm2

5.29 =2#5+1#4 2#5+1#4 5.29 cm25.42 =2#4+1#6 2#4+1#6 5.42 cm2

5.68 =2#6 2#6 5.68 cm26 =3#5 3#5 6.00 cm2

6.84 =2#5+1#6 2#5+1#6 6.84 cm27.11 =1#5+1#8 1#5+1#8 7.11 cm27.95 =1#6+1#8 1#6+1#8 7.95 cm2

8 =4#5 4#5 8.00 cm28.52 =3#6 3#6 8.52 cm2

9.11 =2#5+1#8 2#5+1#8 9.11 cm210.22 =2#8 2#8 10.22 cm211.36 =4#6 4#6 11.36 cm215.33 =3#8 3#8 15.33 cm220.44 =4#8 4#8 20.44 cm2

32 18

OBS.: Será igual para refuerzo en tracción y en compresión

Elegir según Categoría de Diseño Sísmico

OBS: Como máximoϵ s = 0.005

Momentos en el Claro de la Viga según Capítulo 21

EST 06 EST 07 EST 08 EST 09 EST 10 EST 11 EST 12 EST 13 EST 14NO NO NO NO NO NO NO NO NO

1.933 1.933 2.417 2.9 2.9 3.383 3.867 3.867 4.35-3.61 -3.402 0 0 0 -0.03 -4.449 -4.684 -11.404

13.018 12.928 10.193 7.664 7.652 9.055 10.799 10.845 11.1250.00103 0.00097 0.00000 0.00000 0.00000 0.00001 0.00127 0.00134 0.003310.00379 0.00376 0.00295 0.00221 0.00220 0.00262 0.00313 0.00314 0.00323

1.575 1.484 0.000 0.000 0.000 0.013 1.944 2.048 5.0440.741 0.698 0.000 0.000 0.000 0.006 0.915 0.964 2.3740.988 0.931 0.000 0.000 0.000 0.008 1.220 1.285 3.165NO NO NO NO NO NO NO NO NO

Obs.: De ser la Cuantía Requerida "No adecuada", se deberá de cambiar la sección de la viga

0.00138 0.00130 0.00000 0.00000 0.00000 0.00001 0.00170 0.00179 0.003900.00390 0.00390 0.00390 0.00294 0.00294 0.00349 0.00390 0.00390 0.00390

2.100 1.979 0.000 0.000 0.000 0.017 2.592 2.730 5.941

5.941 5.941 5.941 4.490 4.483 5.318 5.941 5.941 5.941


Diseño de Secciones con Requerimiento de Acero en Compresión, Secciones Controladas por Tracción y Compresión

2.100 1.979 0.000 0.000 0.000 0.017 2.592 2.730 5.941

5.941 5.941 5.941 4.490 4.483 5.318 5.941 5.941 5.941

Requerimiento de Acero debido al Capítulo 21 del ACI: Viga en Pórtico Especial Resistente a Momento

4.950 4.950 4.950 4.950 4.950 4.950 4.950 4.950 5.941

5.941 5.941 5.941 4.950 4.950 5.318 5.941 5.941 5.941

1.933 1.933 2.417 2.900 2.900 3.383 3.867 3.867 4.350

4.950 4.950 4.950 4.950 4.950 4.950 4.950 4.950 5.941

5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4

5.290 5.290 5.290 5.290 5.290 5.290 5.290 5.290 5.290

OK OK OK OK OK OK OK OK 0.651

Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno 2 =1#5

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000

OK OK OK OK OK OK OK OK OK

Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000



0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000



0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000


5.290 5.290 5.290 5.290 5.290 5.290 5.290 5.290 7.290

1.933 1.933 2.417 2.900 2.900 3.383 3.867 3.867 4.350

5.941 5.941 5.941 4.950 4.950 5.318 5.941 5.941 5.941

6 =3#5 6 =3#5 6 =3#5 6 =3#5 6 =3#5 6 =3#5 6 =3#5 6 =3#5 6 =3#5

6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000



0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000



0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000



0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000



0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000


6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000

Zona de Confinamiento: (colocar el mayor valor a una distancia igual a 140 cm

12 db11.43 cm #3 1 0.71 cm2 0.71 cm215.24 cm #4 2 1.29 cm2 2.58 cm219.05 cm #5 0 2.00 cm2 0.00 cm222.86 cm #6 0 2.84 cm2 0.00 cm230.48 cm #8 0 5.11 cm2 0.00 cm2

3.29 cm2

Calculadora

EST 15 EST 16 EST 17 EST 18 EST 19 EST 20 EST 21 EST 22 EST 23 EST 24NO NO NO SI

4.833 4.833 5.167 5.5-19.31 -19.532 -26.494 -33.7510.969 10.943 11.309 11.495

0.00568 0.00575 0.00790 0.010210.00318 0.00317 0.00328 0.00333

8.665 8.768 12.052 15.5764.078 4.126 5.672 7.3305.437 5.502 7.562 9.773NO NO NO NO

0.00568 0.00575 0.00790 0.010210.00390 0.00390 0.00390 0.00390

8.665 8.768 12.052 15.576

5.941 5.941 5.941 5.941


8.665 8.768 12.052 15.576

5.941 5.941 5.941 5.941

8.665 8.768 12.052 15.576

5.941 5.941 5.941 7.788

4.833 4.833 5.167 5.500

8.665 8.768 12.052 15.576

5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 5.29 =2#5+1#4 Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno

5.290 5.290 5.290 5.290

3.375 3.478 6.762 10.286

2 =1#5 2 =1#5 2 =1#5 2 =1#5 Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno

2.000 2.000 2.000 2.000

1.375 1.478 4.762 8.286


2.000 2.000 2.000 2.000

OK OK 2.762 6.286

Ninguno Ninguno 2.84 =1#6 2.84 =1#6 Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno

0.000 0.000 2.840 2.840

OK OK OK 3.446

Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno

0.000 0.000 0.000 0.000

OK OK OK 3.446

9.290 9.290 12.130 12.130

4.833 4.833 5.167 5.500

5.941 5.941 5.941 7.788


6.000 6.000 6.000 6.000

OK OK OK 1.788

Ninguno Ninguno Ninguno 2 =1#5 Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno

0.000 0.000 0.000 2.000

OK OK OK OK


0.000 0.000 0.000 0.000

OK OK OK OK


0.000 0.000 0.000 0.000

OK OK OK OK


0.000 0.000 0.000 0.000

OK OK OK OK

6.000 6.000 6.000 8.000

EST 25 EST 26 EST 27 EST 28 EST 29 EST 30 EST 31 EST 32 EST 33 EST 34 EST 35

Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno Ninguno










EST 36 EST 37 EST 38 EST 39 EST 40 EST 41 EST 42 EST 43 EST 44 EST 45 EST 46











EST 47 EST 48 EST 49 EST 50

Ninguno Ninguno Ninguno Ninguno










Education

DISEÑO VIGAS SEGUN ACI