Download - armado parcial 3 memorias.pdf
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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