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  • viga del eje 5 N0 + 6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,22 4,22 0,03229262 420 21 0,008543016 5,638390768

    25 0,3 30 22 4,12 4,12 0,0315274 420 21 0,008340575 5,5047797

    25 0,3 30 22 4,16 4,16 0,03183349 420 21 0,008421552 5,558224128

    25 0,3 30 22 4,04 4,04 0,03091521 420 21 0,008178622 5,397890842

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 3 3000 55,26717264 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 2,92 2920 57,86713861 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 3,34 3340 46,40587111 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 2,87 2870 59,62010326 5,5 0,625 12,7 0,375 22,86

  • viga del eje 4 N0 + 6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,24 4,24 0,03244567 420 21 0,008583505 5,665112981

    25 0,3 30 22 4,1 4,1 0,03137435 420 21 0,008300087 5,478057485

    25 0,3 30 22 4,07 4,07 0,03114478 420 21 0,008239355 5,437974163

    25 0,3 30 22 4,13 4,13 0,03160392 420 21 0,008360819 5,518140807

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 3,18 3180 50,19304151 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 3,14 3140 51,23843006 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 3,72 3720 39,353732 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 2,98 2980 55,89501227 5,5 0,625 12,7 0,375 22,86

  • viga del eje 3 N0 + 6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,06 4,06 0,03106826 420 21 0,008219111 5,424613056

    25 0,3 30 22 4,08 4,08 0,0312213 420 21 0,008259599 5,451335271

    25 0,3 30 22 4,14 4,14 0,03168044 420 21 0,008381064 5,531501914

    25 0,3 30 22 4,21 4,21 0,0322161 420 21 0,008522772 5,625029662

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 3,18 3180 50,19304151 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 3,12 3120 51,77762569 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 4,1 4100 34,16221829 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 3 3000 55,26717264 5,5 0,625 12,7 0,375 22,86

  • viga del eje 2 N0 + 6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,5 4,5 0,03443526 420 21 0,009109851 6,012501738

    25 0,3 30 22 4,21 4,21 0,0322161 420 21 0,008522772 5,625029662

    25 0,3 30 22 4,3 4,3 0,03290481 420 21 0,008704969 5,74527962

    25 0,3 30 22 4,53 4,53 0,03466483 420 21 0,009170583 6,052585054

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 2,6 2600 71,28025345 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 3,1 3100 52,32829021 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 3,6 3600 41,33749481 5,5 0,625 12,7 0,375 22,86

    1219,449353 1,21945 2,65 2650 68,78889623 5,5 0,625 12,7 0,375 22,86

  • viga dej eje 1 N0 + 6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,84 4,84 0,03703704 420 21 0,00979815 6,466779299

    25 0,3 30 22 4,59 4,59 0,03512397 420 21 0,009292048 6,132751686

    25 0,3 30 22 4,87 4,87 0,03726661 420 21 0,009858883 6,506862612

    25 0,3 30 22 5,42 5,42 0,04147536 420 21 0,010972308 7,241723263

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 3,4 3400 45,12896783 5,5 0,625 12,7 0,375 22,86

  • viga eje a N0 + 6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54136975 5,54136975 0,01285 420 21 0,00339947 4,402313648

    40 0,35 35 37 5,59 5,59 0,01296277 420 21 0,003429303 4,440947698

    40 0,35 35 37 5 5 0,01159461 420 21 0,003067355 3,972225244

    40 0,35 35 37 4,78 4,78 0,01108444 420 21 0,002932392 3,797447373

    40 0,35 35 37 5,25 5,25 0,01217434 420 21 0,003220723 4,170836456

    40 0,35 35 37 6,43 6,43 0,01491066 420 21 0,003944619 5,108281313

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 1 1000 -118,8340027 9,25 0,625 12,7 0,375 22,86

    viga del eje b N0 + 6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 7,56 7,56 0,01753104 420 21 0,004637841 6,006003833

  • 40 0,35 35 37 8,07 8,07 0,01871369 420 21 0,004950711 6,411170601

    40 0,35 35 37 6,64 6,64 0,01539764 420 21 0,004073448 5,27511471

    40 0,35 35 37 9,31 9,31 0,02158916 420 21 0,005711415 7,396281878

    40 0,35 35 37 9,66 9,66 0,02240078 420 21 0,005926129 7,674337458

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 1,73 1730 -249,7346329 9,25 0,625 12,7 0,375 22,86

    viga del eje c N0 + 6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 7,77 7,77 0,01801802 420 21 0,00476667 6,17283721

    40 0,35 35 37 8,34 8,34 0,0193398 420 21 0,005116348 6,625670647

    40 0,35 35 37 8,22 8,22 0,01906153 420 21 0,005042732 6,530337294

    40 0,35 35 37 8,73 8,73 0,02024418 420 21 0,005355602 6,935504037

    40 0,35 35 37 9,16 9,16 0,02124132 420 21 0,005619394 7,277115197

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 3,1 3100 233,9922828 9,25 0,625 12,7 0,375 22,86

  • viga del eje d No+6.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 9,1 9,1 0,02110218 420 21 0,005582586 7,229448524

    40 0,35 35 37 9,36 9,36 0,0217051 420 21 0,005742088 7,436004104

    40 0,35 35 37 8,73 8,73 0,02024418 420 21 0,005355602 6,935504037

    40 0,35 35 37 9,89 9,89 0,02293413 420 21 0,006067228 7,857059693

    40 0,35 35 37 10,31 10,31 0,02390808 420 21 0,006324885 8,19072637

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 1,08 1080 -126,0760734 9,25 0,625 12,7 0,375 22,86

  • viga del eje 5 N0 + 3.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,21 4,21 0,0322161 420 21 0,008522772 5,625029662

    25 0,3 30 22 4,1 4,1 0,03137435 420 21 0,008300087 5,478057485

    25 0,3 30 22 4,06 4,06 0,03106826 420 21 0,008219111 5,424613056

    25 0,3 30 22 4,03 4,03 0,03083869 420 21 0,008158378 5,384529734

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 2,14 2140 106,8990613 5,5 0,625 12,7 0,375 22,86

  • viga del eje 4 N0 + 3.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,06 4,06 0,03106826 420 21 0,008219111 5,424613056

    25 0,3 30 22 4,04 4,04 0,03091521 420 21 0,008178622 5,397890842

    25 0,3 30 22 3,99 3,99 0,0305326 420 21 0,008077402 5,331085304

    25 0,3 30 22 4,11 4,11 0,03145087 420 21 0,008320331 5,491418592

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 1,99 1990 127,7086722 5,5 0,625 12,7 0,375 22,86

  • viga del eje 3 N0 + 3.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 3,81 3,81 0,02915519 420 21 0,007713008 5,09058536

    25 0,3 30 22 4,08 4,08 0,0312213 420 21 0,008259599 5,451335271

    25 0,3 30 22 4,02 4,02 0,03076217 420 21 0,008138134 5,371168627

    25 0,3 30 22 4,18 4,18 0,03198653 420 21 0,00846204 5,584946341

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri]24 db Estri

    1219,44935 1,21945 0,89 890 -298,6984161 5,5 0,625 12,7 0,375 22,86

    2 H

    50

  • viga del eje 2 N0 + 3.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,51 4,51 0,03451178 420 21 0,009130095 6,025862843

    25 0,3 30 22 4,22 4,22 0,03229262 420 21 0,008543016 5,638390768

    25 0,3 30 22 4,24 4,24 0,03244567 420 21 0,008583505 5,665112981

    25 0,3 30 22 4,52 4,52 0,03458831 420 21 0,009150339 6,039223949

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri]24 db Estri

    1219,44935 1,21945 1,14 1140 -1238,600392 5,5 0,625 12,7 0,375 22,86

  • viga del eje 1 N0 + 3.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 4,86 4,86 0,03719008 420 21 0,009838639 6,493501508

    25 0,3 30 22 4,65 4,65 0,0355831 420 21 0,009413513 6,212918315

    25 0,3 30 22 4,85 4,85 0,03711356 420 21 0,009818395 6,480140404

    25 0,3 30 22 5,15 5,15 0,03940924 420 21 0,010425717 6,880973505

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 0,66 660 -175,8979601 5,5 0,625 12,7 0,375 22,86

  • viga del eje A No+300

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 5,4 5,4 0,01252217 420 21 0,003312744 4,290003181

    40 0,35 35 37 5,72 5,72 0,01326423 420 21 0,003509054 4,544225522

    40 0,35 35 37 5,22 5,22 0,01210477 420 21 0,003202319 4,147003111

    40 0,35 35 37 5,69 5,69 0,01319466 420 21 0,00349065 4,520392178

    40 0,35 35 37 6,51 6,51 0,01509618 420 21 0,003993696 5,171836894

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 0,76 760 -101,3659861 9,25 0,625 12,7 0,375 22,86

  • viga del eje b N0 + 3.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 7,75 7,75 0,01797164 420 21 0,0047544 6,156948318

    40 0,35 35 37 8,41 8,41 0,01950213 420 21 0,005159291 6,681281769

    40 0,35 35 37 7,45 7,45 0,01727596 420 21 0,004570359 5,918614918

    40 0,35 35 37 12,75 12,75 0,02956625 420 21 0,007821753 10,12917061

    40 0,35 35 37 9,59 9,59 0,02223845 420 21 0,005883186 7,618726343

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 1,05 1050 -123,2591663 9,25 0,625 12,7 0,375 22,86

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado recalculado k M recalculado

    2 0,32 1,50000 0 0 3,98 0,003073359 0,011617295 5,009783998

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

  • 8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    viga del eje c N0 + 3.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 7,94 7,94 0,01841223 420 21 0,00487096 6,307892799

    40 0,35 35 37 8,62 8,62 0,0199891 420 21 0,00528812 6,848115133

    40 0,35 35 37 8,1 8,1 0,01878326 420 21 0,004969115 6,43500394

    40 0,35 35 37 9,19 9,19 0,02131089 420 21 0,005637798 7,300948533

    40 0,35 35 37 9,56 9,56 0,02216889 420 21 0,005864782 7,594893008

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 1,83 1830 -294,1155338 9,25 0,625 12,7 0,375 22,86

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado recalculado k M recalculado

    2 0,32 1,50000 0 0 3,98 0,003073359 0,011617295 5,009783998

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

  • 7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    viga del eje D N0 + 3.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 9,25 9,25 0,02145002 420 21 0,005674606 7,348615206

    40 0,35 35 37 9,7 9,7 0,02249354 420 21 0,005950668 7,706115239

    40 0,35 35 37 9,04 9,04 0,02096305 420 21 0,005545777 7,181781851

    40 0,35 35 37 8,96 8,96 0,02077753 420 21 0,0054967 7,118226287

    40 0,35 35 37 8,88 8,88 0,02059202 420 21 0,005447622 7,054670722

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri]24 db Estri

    2392,70744 2,39271 0,95 950 -114,7155654 9,25 0,625 12,7 0,375 22,86

    # Varilla

    Area de

    Varilla

    [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    2 0,32 1,50000 0 0

    3 0,71 3,36000 0 0 AS recalculado recalculado k

    4 1,29 5,96400 0 0 3,98 0,003073359 0,011617295

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • viga del eje 5 N0+ 9.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 3,13 3,13 0,02395164 420 21 0,006336409 4,182029892

    25 0,3 30 22 3 3 0,02295684 420 21 0,006073236 4,008335442

    25 0,3 30 22 3,18 3,18 0,02433425 420 21 0,006437629 4,248835448

    25 0,3 30 22 3,05 3,05 0,02333946 420 21 0,006174456 4,075141

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 1,9 1900 144,5976144 5,5 0,625 12,7 0,375 22,86

  • viga del eje 4 N0+ 9.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 3,21 3,21 0,02456382 420 21 0,006498362 4,288918781

    25 0,3 30 22 3,02 3,02 0,02310989 420 21 0,006113724 4,035057666

    25 0,3 30 22 3,11 3,11 0,02379859 420 21 0,006295921 4,155307669

    25 0,3 30 22 3,13 3,13 0,02395164 420 21 0,006336409 4,182029892

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long] 8 db long Diam Barra [db estri]

    1219,4494 1,21945 1,77 1770 178,741049 5,5 0,625 12,7 0,375

  • viga del eje 3 N0+ 9.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,03 3 22 1,67 1,67 0,12779308 420 21 0,033807605 2,2313019

    25 0,03 3 22 3,13 3,13 0,23951638 420 21 0,063363807 4,18201128

    25 0,03 3 22 3,09 3,09 0,23645546 420 21 0,06255405 4,128567307

    25 0,03 3 22 3,24 3,24 0,24793388 420 21 0,065590639 4,32898217

    25 0,03 3 22 3,23 3,23 0,24716866 420 21 0,0653882 4,315621182

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    121,9449353 0,12194 1,62 1620 65,68917413 5,5 0,625 12,7 0,375 22,86

  • viga del eje 2 N0 + 9.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 3,42 3,42 0,0261708 420 21 0,006923488 4,5695021

    25 0,3 30 22 3,07 3,07 0,0234925 420 21 0,006214944 4,101863224

    25 0,3 30 22 3,31 3,31 0,02532905 420 21 0,006700803 4,422529888

    25 0,3 30 22 3,4 3,4 0,02601775 420 21 0,006883 4,542779881

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 1,67 1670 218,4127372 5,5 0,625 12,7 0,375 22,86

  • viga del eje 1 N0 + 9.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 3,64 3,64 0,0278543 420 21 0,007368858 4,863446511

    25 0,3 30 22 3,42 3,42 0,0261708 420 21 0,006923488 4,5695021

    25 0,3 30 22 3,8 3,8 0,02907867 420 21 0,007692764 5,077224251

    25 0,3 30 22 4,06 4,06 0,03106826 420 21 0,008219111 5,424613056

    4

    5

    6

    7

    8

  • viga del eje A N0 + 9.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 3,92 3,92 0,00909017 420 21 0,002404807 3,114224752

    40 0,35 35 37 4,49 4,49 0,01041196 420 21 0,002754485 3,567058356

    40 0,35 35 37 3,96 3,96 0,00918293 420 21 0,002429346 3,14600255

    40 0,35 35 37 4,21 4,21 0,00976266 420 21 0,002582713 3,344613782

    40 0,35 35 37 5,46 5,46 0,01266131 420 21 0,003349552 4,337669871

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 0,76 760 -101,3659861 9,25 0,625 12,7 0,375 22,86

  • viga del eje B N0 + 5.40

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 6,51 6,51 0,01509618 420 21 0,003993696 5,171836894

    40 0,35 35 37 6,9 6,9 0,01600056 420 21 0,00423295 5,481670337

    40 0,35 35 37 5,28 5,28 0,0122439 420 21 0,003239127 4,194669801

    40 0,35 35 37 9,1 9,1 0,02110218 420 21 0,005582586 7,229448524

    40 0,35 35 37 8,79 8,79 0,02038332 420 21 0,00539241 6,983170712

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 3,4 3400 164,3028124 9,25 0,625 12,7 0,375 22,86

  • viga del eje C N0 + 9.00

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 6,53 6,53 0,01514256 420 21 0,004005966 5,187725788

    40 0,35 35 37 6,88 6,88 0,01595418 420 21 0,004220681 5,465781443

    40 0,35 35 37 6,95 6,95 0,0161165 420 21 0,004263624 5,521392573

    40 0,35 35 37 7,52 7,52 0,01743829 420 21 0,004613302 5,974226046

    40 0,35 35 37 7,88 7,88 0,0182731 420 21 0,004834151 6,260226121

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 0,74 740 -100,1393203 9,25 0,625 12,7 0,375 22,86

  • viga del eje d No+900

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 37 7,59 7,59 0,01760061 420 21 0,004656245 6,029837172

    40 0,35 35 37 7,67 7,67 0,01778613 420 21 0,004705323 6,093392745

    40 0,35 35 37 7,33 7,33 0,01699769 420 21 0,004496743 5,823281558

    40 0,35 35 37 8,31 8,31 0,01927024 420 21 0,005097944 6,601837309

    40 0,35 35 37 8,99 8,99 0,0208471 420 21 0,005515104 7,142059623

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 0,81 810 -104,5682831 9,25 0,625 12,7 0,375 22,86

  • viga del eje 5 No+120

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 1,88 1,88 0,01438629 420 21 0,003805895 2,511890654

    25 0,3 30 22 1,72 1,72 0,01316192 420 21 0,003481989 2,298112785

    25 0,3 30 22 1,87 1,87 0,01430976 420 21 0,003785651 2,498529538

    25 0,3 30 22 1,97 1,97 0,01507499 420 21 0,003988092 2,632140702

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 0,54 540 -144,8319872 5,5 0,625 12,7 0,375 22,86

  • viga del eje 4 No+120

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 22 1,98 1,98 0,01515152 420 21 0,004008336 2,645501818

    25 0,3 30 22 1,72 1,72 0,01316192 420 21 0,003481989 2,298112785

    25 0,3 30 22 1,83 1,83 0,01400367 420 21 0,003704674 2,445085072

    25 0,3 30 22 2,05 2,05 0,01568717 420 21 0,004150045 2,73902963

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 0,64 640 -169,8267492 5,5 0,625 12,7 0,375 22,86

  • viga del eje 3 No+120

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 23 2 2 0,01400266 420 21 0,003704406 2,556040465

    25 0,3 30 24 1,73 1,73 0,01112397 420 21 0,002942849 2,11885117

    25 0,3 30 25 1,97 1,97 0,01167407 420 21 0,003088379 2,31628398

    25 0,3 30 26 2,18 2,18 0,0119439 420 21 0,00315976 2,464612968

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 0,75 750 -209,6200566 5,5 0,625 12,7 0,375 22,86

  • viga del eje 2 N+12,0

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 23 2,13 2,13 0,01491283 420 21 0,003945193 2,722183044

    25 0,3 30 24 1,86 1,86 0,01195988 420 21 0,003163988 2,27807116

    25 0,3 30 25 1,95 1,95 0,01155556 420 21 0,003057025 2,292768412

    25 0,3 30 26 2,16 2,16 0,01183432 420 21 0,003130772 2,442001845

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 0,32 320 -109,4069384 5,5 0,625 12,7 0,375 22,86

  • viga del eje 1 No+12.0

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    25 0,3 30 22 1,67 1,67 0,01277931 420 21 0,003380768 2,231307198

    25 0,3 30 23 2,25 2,25 0,01575299 420 21 0,004167457 2,875545419

    25 0,3 30 24 2,11 2,11 0,01356739 420 21 0,003589255 2,584263435

    25 0,3 30 25 2,26 2,26 0,01339259 420 21 0,003543013 2,6572597

    25 0,3 30 26 2,62 2,62 0,01435459 420 21 0,00379751 2,96205764

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    1219,449353 1,21945 0,36 360 -114,4988935 5,5 0,625 12,7 0,375 22,86

  • viga del eje a No+12.0

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 38 2,31 2,31 0,00507849 420 21 0,001343515 1,786874407

    40 0,35 35 39 3 3 0,00626154 420 21 0,001656493 2,261113081

    40 0,35 35 40 2,16 2,16 0,00428571 420 21 0,001133787 1,587301447

    40 0,35 35 41 3,14 3,14 0,00592995 420 21 0,001568771 2,251186258

    40 0,35 35 42 3,64 3,64 0,00655077 420 21 0,001733007 2,547520721

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 0,38 380 -82,2280459 9,25 0,625 12,7 0,375 22,86

    viga del eje b No+12.0

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

  • 40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 38 4,13 4,13 0,00907972 420 21 0,002402041 3,194714584

    40 0,35 35 39 5,2 5,2 0,01085334 420 21 0,002871254 3,919262301

    40 0,35 35 40 3,78 3,78 0,0075 420 21 0,001984127 2,777777348

    40 0,35 35 41 6,59 6,59 0,01244535 420 21 0,00329242 4,724622752

    40 0,35 35 42 6,54 6,54 0,01176979 420 21 0,0031137 4,577138386

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 0,38 380 -82,2280459 9,25 0,625 12,7 0,375 22,86

    viga del eje c No+12.0

    H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 38 3,98 3,98 0,00874995 420 21 0,0023148 3,07868381

    40 0,35 35 39 5,35 5,2 0,01085334 420 21 0,002871254 3,919262301

    40 0,35 35 40 5,14 5,14 0,01019841 420 21 0,002697992 3,777189093

    40 0,35 35 41 5,93 5,93 0,01119893 420 21 0,002962679 4,251443648

    40 0,35 35 42 5,72 5,72 0,01029406 420 21 0,002723297 4,00324654

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 0,38 380 -82,2280459 9,25 0,625 12,7 0,375 22,86

    viga del eje d No+12.0

  • H b (m) b [cm] d (cm) Momento

    [Mu]

    Momento ultimo K Fy [Mpa] F'c [Mpa] As [cm2]

    40 0,35 35 37 5,54 5,54 0,01284682 420 21 0,00339863 4,401225457

    40 0,35 35 38 4,58 4,58 0,01006903 420 21 0,002663765 3,5428069

    40 0,35 35 39 5,78 5,2 0,01085334 420 21 0,002871254 3,919262301

    40 0,35 35 40 5,29 5,29 0,01049603 420 21 0,002776727 3,887418322

    40 0,35 35 41 6,75 6,75 0,01274751 420 21 0,003372357 4,839332834

    40 0,35 35 42 5,97 5,97 0,01074398 420 21 0,002842322 4,178213568

    Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long Diam Barra [db estri] 24 db Estri

    2392,707443 2,39271 0,38 380 -82,2280459 9,25 0,625 12,7 0,375 22,86

    columnas

    columnas del eje 1 5-a 35x40

  • acero minimo

    acero

    asumido aceros

    14 15,92 8#5

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla]

    2 0,32 1,50000

    3 0,71 3,36000

    4 1,29 5,96400

    5 1,99 9,31200

    6 2,84 13,41000

    7 3,87 18,25200

    8 5,1 23,83800

  • Acero asumido

    AS recalculado recalculado k M recalculado

    3,98000 3,98 0,0060303 0,02279453 2,978789798

    1,65839 1#5

    1,52478 1#5

    1,57822 1#5

    1,41789 1#5

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    2 H 2 0,32 1,50000 0 0

    50 3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido

    AS recalculado recalculado k M recalculado

    3,98000 3,98 0,0060303 0,02279453 2,978789798

    1,68511 1#5

    1,49806 1#4

    1,45797 1#3

    1,53814 1#3

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    2 0,32 1,50000 0 0

    3 0,71 3,36000 0 0

    2 H 4 1,29 5,96400 0 0

    50 5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido

    AS recalculado recalculado k M recalculado

    3,98000 3,98 0,0060303 0,02279453 2,978789798

    1,44461 1#5

    1,47134 1#5

    1,55150 1#5

    1,64503 1#5

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    2 0,32 1,50000 0 0

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    2 H 5 1,99 9,31200 2 3,98 18,624

    50 6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido

    AS recalculado recalculado k M recalculado

    3,98000 3,98 0,0060303 0,02279453 2,978789798

    2,03250 1#5

    1,64503 1#5

    1,76528 1#5

    2,07259 1#5

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    2 H 2 0,32 1,50000 0 0

    50 3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido

    AS recalculado recalculado k M recalculado

    3,98000 3,98 0,0060303 0,02279453 2,978789798

    2,48678 1#6

    2,15275 1#5

    2,52686 1#5

    3,26172 1#6

    2 H # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    50 2 0,32 1,50000 0 0

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    4,83000 2 0,32 1,50000 0 0 AS recalculado

    -0,38905 3 0,71 3,36000 0 0 4,83

    -0,85777 4 1,29 5,96400 1 1,29 5,964

    -1,03255 5 1,99 9,31200 2 3,98 18,624

    -0,65916 6 2,84 13,41000 0 0

    0,27828 0,71 7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 5,27 24,588

    2 H

    80

    Acero asumido

    4,83000

    1,17600 1#5

  • 1,58117 1#5

    0,44511 #3

    2,56628 1#6

    2,84434 1#6

    AS recalculado recalculado k M recalculado

    4,83 0,00372973 0,01409837 6,07971243

    2 H

    80

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2]

    2 0,32 1,50000 0

    3 0,71 3,36000 0

    4 1,29 5,96400 0

    5 1,99 9,31200 2 3,98

    6 2,84 13,41000 0

    7 3,87 18,25200 0

    8 5,1 23,83800 0

    Total Acero 3,98

    Acero asumido

    4,83000

    1,34284 1#5

    1,79567 1#5

    1,70034 1#5

    2,10550 1#6

    2,44712 1#6

    AS recalculado recalculado k M recalculado 2 H

    4,83 0,00372973 0,01409837 6,079712431 80

  • # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    2 0,32 1,50000 0 0

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    Acero asumido

    4,83000

    2,39945 1#6

    2,60600 1#6

    2,10550 1#6

    3,02706 1#7

    3,36073 1#7

    2 H

    80

  • # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    2 0,32 1,50000 0 0

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624 AS recalculado

    6 2,84 13,41000 0 0 4,83

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    3,98000 2 0,32 1,50000 0 0

    1,73503 1#5, 3 0,71 3,36000 0 0

    1,58806 1#5, 4 1,29 5,96400 0 0

    1,53461 1#5, 5 1,99 9,31200 2 3,98 18,624

    1,49453 1#5, 6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    AS recalculado recalculado k M recalculado

    3,98 0,0060303 0,02279453 2,978789798

    2 H

    50

  • Acero asumido

    AS recalculado recalculado k M recalculado

    3,98000 3,98 0,0060303 0,02279453 2,978789798

    1,44461 1#5,

    1,41789 1#5,

    1,35109 1#5,

    1,51142 1#5,

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    2 0,32 1,50000 0 0

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido

    3,98000

    1,11059 1#4

    1,47134 1#5.

    1,39117 1#5.

    1,60495 1#5.

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 0,32 1,50000 0 0 3,98

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido

    3,98000

    2,04586 1#6

    1,65839 1#5

    1,68511 1#5

    2,05922 1#6

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 0,32 1,50000 0 0 3,98

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    2 H

    50

  • Acero asumido

    3,98000

    2,51350 1#6.

    2,23292 1#6.

    2,50014 1#6.

    2,90097 1#7

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 0,32 1,50000 0 0 3,98

    2 H 3 0,71 3,36000 0 0

    50 4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido

    4,83000

    -0,54000

    -0,28577

    -0,68300

    -0,30961

    0,34184 0,71

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 0,32 1,50000 0 0 4,83

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    2 H

    80

  • Acero asumido

    4,83000

    1,32695 1,99 1#5

    1,85128 1,99 1#5

    1,08861 1,29 1#4

    5,29917 5,68 2#5

    2,78873 2,84 1#7

    2 H

    80

  • Acero asumido

    4,83000

    1,47789 1#5

    2,01812 1#6

    1,60500 1#5

    2,47095 1#6

    2,76489 1#6

    2 H

    80

  • Acero asumido

    4,83000

    2,51862 1#7,

    2,87612 1#7,

    2,35178 1#7,

    2,28823 1#7,

    2,22467 1#7,

    2 H

    80

    M recalculado

    5,009783998

  • Acero asumido

    3,98000

    0,20203 1#3,

    0,02834 1#3,

    0,26884 1#3,

    0,09514 1#3,

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 H 2 0,32 1,50000 0 0 3,98

    50 3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido

    3,98000

    0,30892 1#3,

    0,05506 1#3,

    0,17531 1#3,

    0,20203 1#3, # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 0,32 1,50000 0 0 3,98

    3 0,71 3,36000 0 0

    24 db Estri 4 1,29 5,96400 0 0

    22,86 5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    No M Momento k

    2 0,93 0,00711662 0,0018827

    3 0,81 0,00619835 0,00163977

    4 1,6 0,01224365 0,00323906

    5 1,4 0,01071319 0,00283418

  • 6 1,15 0,00880012 0,00232807

    7 0 0 0

    8 0 0 0

    Acero asumido

    3,98000

    0,20201 1#3,

    0,14857 1#3,

    0,34898 1#3, # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    0,33562 1#3, 2 0,32 1,50000 0 0 3,98

    3 0,71 3,36000 0 0

    2 H 4 1,29 5,96400 0 0

    50 5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    No M Momento k

    2 0,94 0,00719314 0,00190295

    3 1,31 0,01002449 0,00265198

    4 1,38 0,01056015 0,00279369

    5 0,39 0,00298439 0,00078952

  • 6 1,08 0,00826446 0,00218637

    7 0 0 0

    8 0 0 0

    Acero asumido

    3,98000

    0,58950 1#3,

    0,12186 1#3,

    0,44253 1#3,

    0,56278 1#3, # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 0,32 1,50000 0 0 3,98

    3 0,71 3,36000 0 0

    2 H 4 1,29 5,96400 0 0

    50 5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    No M Momento k

    2 0,57 0,0043618 0,00115392

    3 1,37 0,01048362 0,00277344

  • 4 0 0 0

    5 0 0 0

    6 0 0 0

    7 0 0 0

    8 0 0 0

    Acero asumido

    3,98000 Vc [kgf] Vc [Ton] Vu [Ton] Vu [kgf] S [cm] d/4 [cm] Diam Barra [db long]8 db long

    0,88345 1#3 1219,449353 1,21945 1,04 1040 -548,3775687 5,5 0,625 12,7

    0,58950 1#3

    1,09722 1#4

    1,44461 1#5 # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 0,32 1,50000 0 0 3,98

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    5 1,99 9,31200 2 3,98 18,624

    6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • refuerzo Acero asumido

    4,83000

    -1,71578

    -1,26294

    -1,68400

    -1,48539

    -0,49233 AS recalculado recalculado k M recalculado

    3,98 0,00307336 0,01161729 5,009784

    2 H

    80

  • Acero asumido

    4,83000

    0,34184 1#3

    0,65167 1#3

    -0,63533

    2,39945 1#6 # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2,15317 1#6 2 0,32 1,50000 0 0 3,98

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    2 H 5 1,99 9,31200 2 3,98 18,624

    80 6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    4,83000 2 0,32 1,50000 0 0 3,98

    0,35773 1#3 3 0,71 3,36000 0 0

    0,63578 1#3 4 1,29 5,96400 0 0

    0,69139 1#3 5 1,99 9,31200 2 3,98 18,624

    1,14423 1#4 6 2,84 13,41000 0 0

    1,43023 1#5 7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    2 H

    80

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    3,98000 2 0,32 1,50000 0 0

    1,19984 1#4 3 0,71 3,36000 0 0

    1,26339 1#4 4 1,29 5,96400 0 0

    0,99328 1#4 5 1,99 9,31200 2 3,98 18,624

    1,77184 1#5 6 2,84 13,41000 0 0

    2,31206 1#6 7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    2 H

    80

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    3,98000 2 0,32 1,50000 0 0 AS recalculado

    -0,46811 3 0,71 3,36000 0 0 3,98

    -0,68189 4 1,29 5,96400 0 0

    -0,48147 5 1,99 9,31200 2 3,98 18,624

    -0,34786 6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 0 0

    Total Acero 3,98 18,624

    2 H

    50

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    3,98000 2 0,32 1,50000 0 0 3,98

    -1,33450 3 0,71 3,36000 0 0

    -1,68189 4 1,29 5,96400 0 0

    -1,53491 5 1,99 9,31200 2 3,98 18,624

    -1,24097 6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 0 0

    Total Acero 3,98 18,624

    2 H

    50

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    3,98000 2 0,32 1,50000 0 0 3,98

    -1,42396 3 0,71 3,36000 0 0

    -1,86115 4 1,29 5,96400 0 0

    -1,66372 5 1,99 9,31200 2 3,98 18,624

    -1,51539 6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    2 H

    50

  • Acero asumido

    3,98000

    -1,25782

    -1,70193

    -1,68723

    -1,53800

    # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    AS recalculado

    2 0,32 1,50000 0 0 3,98

    3 0,71 3,36000 0 0

    4 1,29 5,96400 0 0

    2 H 5 1,99 9,31200 2 3,98 18,624

    50 6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    No M Momento k

    2 0,58 0,00443832 0,00117416

    3 0,2 0,00153046 0,00040488

  • 4 0,23 0,00176002 0,00046561

    5 0,18 0,00137741 0,00036439

    6 0,3 0,00229568 0,00060732

    7 0,6 0,00459137 0,00121465

    8 0,44 0,003367 0,00089074

    Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    3,98000 2 0,32 1,50000 0 0 AS recalculado

    -1,10445 3 0,71 3,36000 0 0 3,98

    -1,39574 4 1,29 5,96400 0 0

    -1,32274 5 1,99 9,31200 2 3,98 18,624

    -1,01794 6 2,84 13,41000 0 0

    7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    Total Acero 3,98 18,624

    2 H

    50

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    4,83000 2 0,32 1,50000 0 0 AS recalculado

    -3,04313 3 0,71 3,36000 0 0 3,98

    -2,56889 4 1,29 5,96400 0 0

    -3,24270 5 1,99 9,31200 2 3,98 18,624

    -2,57881 6 2,84 13,41000 0 0

    -2,28248 7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    2 H Total Acero 3,98 18,624

    80

    Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

  • 4,83000 2 0,32 1,50000 0 0 AS recalculado

    -1,63529 3 0,71 3,36000 0 0 3,98

    -0,91074 4 1,29 5,96400 0 0

    -2,05222 5 1,99 9,31200 2 3,98 18,624

    -0,10538 6 2,84 13,41000 0 0

    -0,25286 7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    2 H Total Acero 3,98 18,624

    80

    Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    4,83000 2 0,32 1,50000 0 0 AS recalculado

    -1,75132 3 0,71 3,36000 0 0 3,98

    -0,91074 4 1,29 5,96400 0 0

    -1,05281 5 1,99 9,31200 2 3,98 18,624

    -0,57856 6 2,84 13,41000 0 0

    -0,82675 7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    2 H Total Acero 3,98 18,624

    80

  • Acero asumido # Varilla

    Area de

    Varilla [cm2]

    Peso

    [kg/varilla] Cantidad

    As total

    [cm2] Peso Total [Kg]

    4,83000 2 0,32 1,50000 0 0 AS recalculado

    -1,28719 3 0,71 3,36000 0 0 3,98

    -0,91074 4 1,29 5,96400 0 0

    -0,94258 5 1,99 9,31200 2 3,98 18,624

    0,00933 6 2,84 13,41000 0 0

    -0,65179 7 3,87 18,25200 0 0

    8 5,1 23,83800 0 0

    2 H Total Acero 3,98 18,624

    80

  • Cantidad

    As total

    [cm2] Peso Total [Kg]

    0 0

    0 0

    0 0

    8 15,92 74,496

    0 0

    0 0

    0 0

    Total Acero 15,92 74,496

  • Peso Total [Kg]

  • Peso Total [Kg]

  • recalculado k M recalculado

    0,00372973 0,01409837 6,07971243

  • Peso Total [Kg]

    0

    0

    0

    18,624

    0

    0

    0

    18,624

  • recalculado k M recalculado

    0,00372973 0,01409837 6,07971243

  • 2 H

    50

  • recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • recalculado k M recalculado

    0,00372973 0,01409837 6,07971243

  • recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • 2 H

    50

    recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

    As Refuerzo Acero Asumido

    1,24258439 -2,73742

    1,08225094 -2,89775

    2,13777938 -1,84222

    1,87055701 -2,10944

  • 1,53652904 -2,44347

    0 -3,98000

    0 -3,98000

    recalculado k M recalculado

    0,06030303 0,22794438 2,97877718

    As Refuerzo Acero Asumido

    1,25594551 -2,72405

    1,75030694 -2,22969

    1,84383478 -2,13617

    0,52108382 -3,45892

  • 1,4430012 -2,53700

    0 -3,98000

    0 -3,98000

    recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

    As Refuerzo Acero Asumido

    0,76158403 -3,21842

    1,83047366 -2,14953

  • 0 -3,98000

    0 -3,98000

    0 -3,98000

    0 -3,98000

    0 -3,98000

    Diam Barra [db estri]24 db Estri 2 H

    0,375 22,86 50

    recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • M recalculado

  • recalculado k M recalculado

    0,00307336 0,01161729 5,009784

  • recalculado k M recalculado

    0,00307336 0,01161729 5,009784

  • AS recalculado recalculado k M recalculado

    3,98 0,00307336 0,01161729 5,009784

  • recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

    As Refuerzo Acero Asumido

    0,77494515 -3,20505

    0,26722248 -3,71278

  • 0,30730585 -3,67269

    0,24050023 -3,73950

    0,40083372 -3,57917

    0,80166739 -3,17833

    0,58788944 -3,39211

    recalculado k M recalculado

    0,0060303 0,02279453 2,9787898

  • recalculado k M recalculado

    0,00307336 0,01161729 5,009784

  • recalculado k M recalculado

    0,00307336 0,01161729 5,009784

    recalculado k M recalculado

    0,00307336 0,01161729 5,009784

  • recalculado k M recalculado

    0,00307336 0,01161729 5,009784