albañileria armada albañileria confinada hormigon losa y fundacionfp 110 kg/cm2 fp 40 kg/cm2 fc 200fm 27.5 kg/cm2 fm 10 kg/cm2 poisson 0.2tm 5 kg/cm2 tm 2.5 kg/cm2 E 228957poisson 0.25 poisson 0.25E 27500 kg/cm2 E 10000 kg/cm2

sobrecarga u 200 kg/m2 sobrecarga techumbreqk 100 kg/m2pendiente 0.15 carga sismicaC* 0.647854942 ICa 0.6 R confqkred 38.87129652 R arm

zona sismicaAo

peso propio Stecho tejas 59 kg/m2 To

area 20,1x11 T'area pendien 228.891426 npp tejas 13504.5941 kg pcielo falso m 3090.978 kgmadera 466 kg/m3 Cmaxcostanera yce 2796 kg Cminpp total 19391.5721 kg

Psmasa primer modo (segundo piso mas mitad del primero)

T*xarea losa 150 m2 T*ypp losa 56250 kgpp refinamie 6000 kgpp muros con 43200 kg C*xtabiques 1174.32 kg C*ycarga perman 126015.892 kgpp muros ar 35100carga perman 117915.892

suelo fundacion tipo B peso propiotension adm 2 kg/cm2 alb arm 1300 kg/m3densidad 1.8 kg/cm2 alb conf 1600 kg/m3

H.A. 2500 kg/m3madera 466 kg/m3tejas 59 kg/m3suelo 1800 kg/m3refinado losa 2000 kg/m3

carga sismica1431

0.2 g1

0.30.351.33

1.5conf arm

0.11 0.120.03333333

conf arm135664.503 127564.503

conf arm0.12164557 0.071131470.15465665 0.09043448

conf arm0.56070589 1.526194170.40742996 1.10899002

Kp Eb/(4lam3+2,4(1+v)*lam) b 15 cm

muro L H Kp arm kp conf direccion1 300 240 92738.3094 33723.0216 y Kx2 400 240 154842.342 56306.3063 y Ky3 250 240 64262.9068 23368.3297 y4 200 240 39240.8676 14269.4064 y5 450 240 186920.985 67971.2675 y6 100 240 6600.42243 2400.15361 y7 250 240 64262.9068 23368.3297 y 29108 150 240 19472.2432 7080.81571 y 21009 400 240 154842.342 56306.3063 x

10 300 240 92738.3094 33723.0216 x11 150 240 19472.2432 7080.81571 x12 550 240 251302.427 91382.7006 x13 200 240 39240.8676 14269.4064 x14 500 240 219138.872 79686.8625 x15 300 240 92738.3094 33723.0216 x16 160 240 22916.6667 8333.33333 x17 350 240 123250.387 44818.3225 x

5010 kg/cm

arm conf1015640.42 369323.79628340.984 228487.631

C=A(quso+qtecho+qpeso+qk-red+qref)+gamamuro*H*b*L

area muro xc yc area muro xc1 72.1 367.78 54965.82 1 02 222.85 763.82 103919.79 2 1603 636.37 848.62 156136.99 3 6604 643.42 232.03 72915.53 4 7005 1135.12 727.81 139553.22 5 11606 1616.84 222.93 39168.75 6 16107 1851.89 698.66 21678.75 7 19108 1852.5 223.33 16500 8 19109 474.59 75.66 49459.31 9 500

10 283.21 240.38 81601.68 10 15011 1778.75 150 16593.75 11 183512 1215.92 269.21 136973.33 12 117513 1743.62 376.38 59337.5 13 181014 853.04 514.44 222631.09 14 91015 1619.12 539.31 105609.39 15 176016 385.43 568.63 111073.7 16 38017 1507.14 719.51 81261.96 17 1535

1469380.56

distancia entre muro y area Arm confyc ex ey Axial Momento Axial

300 72.1 67.78 6884.13484 276280.419 7532.13484800 62.85 36.18 11450.4451 278819.185 12314.4451875 23.63 26.38 13918.7488 305447.394 14458.7488100 56.58 132.03 7279.24276 713918.261 7711.24276775 24.88 47.19 14560.9358 488366.28 15532.9358150 6.84 72.93 3840.6616 211836.97 4056.6616775 58.11 76.34 3947.64468 122727.595 4487.64468175 57.5 48.33 2627.60086 59136.6298 2951.60086

0 25.41 75.66 7411.78512 277504.622 8275.78512150 133.21 90.38 8859.38704 546924.361 9507.38704100 56.25 50 2634.55314 61527.6571 2958.55314200 40.92 69.21 15305.6173 703008.691 16493.6173400 66.38 23.62 6272.32826 103935.753 6704.32826550 56.96 35.56 21189.7936 587088.26 22269.7936550 140.88 10.69 10639.7419 83721.3206 11287.7419600 5.43 31.37 9734.56214 258393.502 10080.1621800 27.86 80.49 9302.19421 485048.372 10058.1942

kg kg-cm

Momento276280.419278819.185305447.394713918.261

488366.28211836.97

122727.59559136.6298277504.622546924.36161527.6571703008.691103935.753

587088.2683721.3206258393.502485048.372

Armmuro L H masa xg yg xg*m yg*m

1 300 240 2808 0 3 0 84242 400 240 3744 1.6 8 5990.4 299523 250 240 2340 6.6 8.75 15444 204754 200 240 1872 7 1 13104 18725 450 240 4212 11.6 7.75 48859.2 326436 100 240 936 16.1 1.5 15069.6 14047 250 240 2340 19.1 7.75 44694 181358 150 240 1404 19.1 1.75 26816.4 24579 400 240 3744 5 0 18720 0

10 300 240 2808 1.5 1.5 4212 421211 150 240 1404 18.35 1 25763.4 140412 550 240 5148 11.75 2 60489 1029613 200 240 1872 18.1 4 33883.2 748814 500 240 4680 9.1 5.5 42588 2574015 300 240 2808 17.6 5.5 49420.8 1544416 160 240 1497.6 3.8 6 5690.88 8985.617 350 240 3276 15.35 8 50286.6 26208

46893.6 461031.48 215139.6

techomasa xg yg xg*m yg*m19391.5721 9.55 5 185189.514 96957.8605

losamasa xg yg xg*m yg*m

54262.5 9.12 5.19 494874 281622.375

Confmasa xg yg xg*m

arm 3456 0 3 0xg 9.4659231 m 4608 1.6 8 7372.8yg 4.92518707 m 2880 6.6 8.75 19008

2304 7 1 16128conf 5184 11.6 7.75 60134.4xg 9.49603247 1152 16.1 1.5 18547.2yg 4.89739667 2880 19.1 7.75 55008

1728 19.1 1.75 33004.84608 5 0 230403456 1.5 1.5 51841728 18.35 1 31708.86336 11.75 2 744482304 18.1 4 41702.45760 9.1 5.5 524163456 17.6 5.5 60825.6

1843.2 3.8 6 7004.164032 15.35 8 61891.2

57715.2 567423.36

yg*m103683686425200

230440176

172822320

30240

51841728

126729216

3168019008

11059.232256

264787.2

muro L H Kp arm kp conf direccion angulo dist. CM arm1 300 240 92738.3094 33723.021583 y 180 9.46592312 400 240 154842.342 56306.306306 y 180 7.86592313 250 240 64262.9068 23368.329744 y 180 2.86592314 200 240 39240.8676 14269.406393 y 180 2.46592315 450 240 186920.985 67971.267454 y 0 -2.13407696 100 240 6600.42243 2400.1536098 y 0 -6.63407697 250 240 64262.9068 23368.329744 y 0 -9.63407698 150 240 19472.2432 7080.81571 y 0 -9.63407699 400 240 154842.342 56306.306306 x 270 4.92518707

10 300 240 92738.3094 33723.021583 x 270 3.4251870711 150 240 19472.2432 7080.81571 x 270 3.9251870712 550 240 251302.427 91382.700589 x 270 2.9251870713 200 240 39240.8676 14269.406393 x 270 0.9251870714 500 240 219138.872 79686.862505 x 90 -0.5748129315 300 240 92738.3094 33723.021583 x 90 -0.5748129316 160 240 22916.6667 8333.3333333 x 90 -1.0748129317 350 240 123250.387 44818.322462 x 90 -3.07481293

kg/cm m

MATRIZ ARMADA MATRIZ CONFINADA

1015640.42 0 134524345.740 628340.984 -112736683

134524346 -112736683361931460070

ARMADAdist. CM arm kxx kyy kzz kxz kyz kxy

946.59231 0 92738.309353 83096956560 0 -87785370 0786.59231 0 154842.34234 95805209425 0 -121797796 0286.59231 0 64262.906796 5278243614 0 -18417255 0246.59231 0 39240.86758 2386149540 0 -9676496.17 0213.40769 0 186920.9855 8512912966 0 39890375.8 0663.40769 0 6600.422427 2904910354 0 4378771 0963.40769 0 64262.906796 59645898275 0 61911378.6 0963.40769 0 19472.243202 18073247775 0 18759708.8 0

492.518707 154842.34234 0 37560831084 76262750.182 0 0342.518707 92738.309353 0 10879971687 31764605.775 0 0392.518707 19472.243202 0 3000106718 7643219.717 0 0292.518707 251302.42662 0 21503243423 73510660.808 0 092.5187066 39240.86758 0 335890488.88 3630514.3156 0 057.4812934 219138.87189 0 724056546.62 -12596385.784 0 057.4812934 92738.309353 0 306416563.3 -5330717.9664 0 0107.481293 22916.666667 0 264738568.06 -2463112.973 0 0307.481293 123250.38677 0 11652676483 -37897188.332 0 0

cm 1015640.4238 628340.984361931460070 134524345.74 -112736683 0

MATRIZ CONFINADA

369323.79 0 47891578.3930 228487.63054 -41683119.4

47891578.4 -41683119.4131591341630

CONFINADAkxx kyy kzz kxz kyz kxy dist.CM conf

0 33723.0216 30409610844 0 -32023491 0 9.49603247 949.6032470 56306.3063 35105477919 0 -44459642 0 7.89603247 789.6032470 23368.3297 1959902767 0 -6767544.17 0 2.89603247 289.6032470 14269.4064 889009431.56 0 -3561690.17 0 2.49603247 249.6032470 67971.2675 3008870069 0 14300934 0 -2.10396753 210.3967530 2400.15361 1046764284 0 1585053.65 0 -6.60396753 660.3967530 23368.3297 21554057559 0 22442868 0 -9.60396753 960.3967530 7080.81571 6531074794 0 6800392.42 0 -9.60396753 960.396753

56306.3063 0 13504782729 27575431.7 0 0 4.89739667 489.73966733723.0216 0 3892413710 11457048.1 0 0 3.39739667 339.7396677080.81571 0 1075554720 2759674.76 0 0 3.89739667 389.73966791382.7006 0 7671493143 26477193.2 0 0 2.89739667 289.73966714269.4064 0 114914494.9 1280531.78 0 0 0.89739667 89.739666879686.8625 0 289367521.68 -4801956.88 0 0 -0.60260333 60.260333233723.0216 0 122458669.75 -2032160.52 0 0 -0.60260333 60.26033328333.33333 0 101311175.59 -918836.11 0 0 -1.10260333 110.26033344818.3225 0 4314277798 -13905348 0 0 -3.10260333 310.260333

369323.79 228487.631131591341630 47891578.4 -41683119 0

alfa 0 ARMADA CONFINADA

a -179.41959192 ab 132.45272893 bkzz' 323886173722 kzz'

MATRIZ ARMADA

1015640.42 0 00 628340.984 00 0 323886173722

arm conf arm confmuro rp rp rp' rp'

1 946.59231 949.603247 767.17271772 767.1727182 786.59231 789.603247 607.17271772 607.1727183 286.59231 289.603247 107.17271772 107.1727184 246.59231 249.603247 67.172717725 67.17271775 213.40769 210.396753 392.82728228 392.8272826 663.40769 660.396753 842.82728228 842.8272827 963.40769 960.396753 1142.8272823 1142.827288 963.40769 960.396753 1142.8272823 1142.827289 492.518707 489.739667 624.97143556 619.413356

10 342.518707 339.739667 474.97143556 469.41335611 392.518707 389.739667 524.97143556 519.41335612 292.518707 289.739667 424.97143556 419.41335613 92.5187066 89.7396668 224.97143556 219.41335614 57.4812934 60.2603332 74.971435562 69.41335615 57.4812934 60.2603332 74.971435562 69.41335616 107.481293 110.260333 24.971435562 19.41335617 307.481293 310.260333 175.02856444 180.586644

cm

-182.43052938129.67368913

117776790444

MATRIZ CONFINADA

369323.79 0 00 228487.631 00 0 117776790444

ARMADA CONFINADAQox 15307.7404 kg Qox 14923.0953 kgQoy 15307.7404 kg Qoy 14923.0953 kgu 0.01507201 cm u 0.04040654 cmv 0.02436215 cm v 0.06531249 cm

Corte por muro

muro L H Kp arm kp conf direccion angulo1 300 240 92738.3094 33723.0216 y 1802 400 240 154842.342 56306.3063 y 1803 250 240 64262.9068 23368.3297 y 1804 200 240 39240.8676 14269.4064 y 1805 450 240 186920.985 67971.2675 y 06 100 240 6600.42243 2400.15361 y 07 250 240 64262.9068 23368.3297 y 08 150 240 19472.2432 7080.81571 y 09 400 240 154842.342 56306.3063 x 270

10 300 240 92738.3094 33723.0216 x 27011 150 240 19472.2432 7080.81571 x 27012 550 240 251302.427 91382.7006 x 27013 200 240 39240.8676 14269.4064 x 27014 500 240 219138.872 79686.8625 x 9015 300 240 92738.3094 33723.0216 x 9016 160 240 22916.6667 8333.33333 x 9017 350 240 123250.387 44818.3225 x 90

Limite 0,002H 0.48 cm

ARMADA CONFINADAXp Xp-2259.30505 -2202.5344-3772.29312 -3677.50488-1565.58289 -1526.24373-955.992093 -931.970415

4553.798 4439.3725160.800513 156.7600011565.58289 1526.24373474.385805 462.4656822333.78499 2275.142841397.75252 1362.63051293.485801 286.1112413787.63213 3692.45845591.438661 576.577295

-3302.86278 -3219.87014-1397.75252 -1362.63051-345.400178 -336.72114-1857.63079 -1810.9532

kg

zk 2.4 m bxy 19.1 m e yabyx 10 m e xa

e yne xn

momentosARMADA CONFINADA

ey1 11.5804081 cm My1 177269.8802 kg-cm My1ey2 -370.419592 cm My2 -5670286.938 kg-cm My2ex1 232.452729 cm Mx1 3558326.021 kg-cm Mx1ex2 32.4527289 cm Mx2 496777.9485 kg-cm Mx2

Maximo y -6621657.319 maximo ymaximo x 3982839.038 maximo x

Corte por muro por torsion

muro L H Kp arm kp conf direccion rp'1 300 240 92738.3094 33723.02158 y 767.1727182 400 240 154842.342 56306.30631 y 607.1727183 250 240 64262.9068 23368.32974 y 107.1727184 200 240 39240.8676 14269.40639 y 67.17271775 450 240 186920.985 67971.26745 y 392.8272826 100 240 6600.42243 2400.15361 y 842.8272827 250 240 64262.9068 23368.32974 y 1142.827288 150 240 19472.2432 7080.81571 y 1142.827289 400 240 154842.342 56306.30631 x 624.971436

10 300 240 92738.3094 33723.02158 x 474.97143611 150 240 19472.2432 7080.81571 x 524.97143612 550 240 251302.427 91382.70059 x 424.97143613 200 240 39240.8676 14269.40639 x 224.97143614 500 240 219138.872 79686.86251 x 74.971435615 300 240 92738.3094 33723.02158 x 74.971435616 160 240 22916.6667 8333.333333 x 24.971435617 350 240 123250.387 44818.32246 x 175.028564

191 cm100 cm

-179.419592 cm132.452729 cm

172815.534-5527806.883468914.23484295.168

-6069852.543650935.78

ARMADA CONFINADAXp Xp rp'-1454.54318 -1333.33124 767.172718-1922.10131 -1761.9262 607.172718-140.805268 -129.071495 107.172718-53.8897058 -49.398897 67.1727177-1501.18424 -1376.08556 392.827282-113.732506 -104.254797 842.827282-1501.46516 -1376.34306 1142.82728-454.957551 -417.044422 1142.82728

1190.009 -1797.44674 619.413356541.660309 -815.831272 469.413356125.704842 -189.54609 519.413356

1313.2783 -1975.26182 419.413356108.559123 -161.356845 219.413356202.029875 -285.06782 69.41335685.4978803 -120.639061 69.4133567.03712562 -8.33753744 19.413356

265.27576 -417.11869 180.586644

ARMADA CONFINADA ARMADAmuro XP XP M

1 1454.54318 1333.33124 2259.30505 2202.5344 3713.84823 3535.86564 891323.5752 1922.10131 1761.9262 3772.29312 3677.50488 5694.39443 5439.43108 1366654.663 140.805268 129.071495 1565.58289 1526.24373 1706.38816 1655.31522 409533.1574 53.8897058 49.398897 955.992093 931.970415 1009.8818 981.369312 242371.6325 1501.18424 1376.08556 4553.798 4439.3725 6054.98224 5815.45806 1453195.746 113.732506 104.254797 160.800513 156.760001 274.53302 261.014798 65887.92477 1501.46516 1376.34306 1565.58289 1526.24373 3067.04804 2902.58679 736091.5318 454.957551 417.044422 474.385805 462.465682 929.343355 879.510104 223042.4059 1190.009 1797.44674 2333.78499 2275.14284 3523.79399 4072.58957 845710.558

10 541.660309 815.831272 1397.75252 1362.63051 1939.41283 2178.46178 465459.07911 125.704842 189.54609 293.485801 286.111241 419.190642 475.65733 100605.75412 1313.2783 1975.26182 3787.63213 3692.45845 5100.91043 5667.72028 1224218.513 108.559123 161.356845 591.438661 576.577295 699.997784 737.934139 167999.46814 202.029875 285.06782 3302.86278 3219.87014 3504.89266 3504.93796 841174.23715 85.4978803 120.639061 1397.75252 1362.63051 1483.2504 1483.26957 355980.09616 7.03712562 8.33753744 345.400178 336.72114 352.437304 345.058677 84584.952917 265.27576 417.11869 1857.63079 1810.9532 2122.90655 2228.07189 509497.571

kg kg-cm

CONFINADA ARMADA CONFINADA ARMADA CONFINADAM XP XP M M848607.754 3.71384823 3.53586564 8.91323575 8.486077541305463.46 5.69439443 5.43943108 13.6665466 13.0546346397275.653 1.70638816 1.65531522 4.09533157 3.97275653235528.635 1.0098818 0.98136931 2.42371632 2.355286351395709.93 6.05498224 5.81545806 14.5319574 13.957099362643.5515 0.27453302 0.2610148 0.65887925 0.62643552696620.829 3.06704804 2.90258679 7.36091531 6.96620829211082.425 0.92934336 0.8795101 2.23042405 2.11082425977421.498 3.52379399 4.07258957 8.45710558 9.77421498522830.828 1.93941283 2.17846178 4.65459079 5.22830828114157.759 0.41919064 0.47565733 1.00605754 1.141577591360252.87 5.10091043 5.66772028 12.242185 13.6025287177104.193 0.69999778 0.73793414 1.67999468 1.77104193841185.111 3.50489266 3.50493796 8.41174237 8.41185111355984.698 1.4832504 1.48326957 3.55980096 3.5598469882814.0826 0.3524373 0.34505868 0.84584953 0.82814083534737.253 2.12290655 2.22807189 5.09497571 5.34737253

Ton ton-m

momento puede llevar el corte del sugundo piso

4phi 10 pilar As 3.14159265 cm2 aumento tensiones admisibles 33,3 %15x15 cm fy 280 Mpa relleno todos huecos

Armada Confinadamuro L d corte solicita corte admisibcumple corte solicita

1 300 292.5 8.46461135 14.2905983 si 3.535865642 400 392.5 9.67200753 15.4055202 si 5.439431083 250 242.5 4.69110146 13.3883162 si 1.655315224 200 192.5 3.49742614 13.3333333 si 0.981369315 450 442.5 9.12238379 15.7740113 si 5.815458066 100 92.5 1.97861636 13.3333333 si 0.26101487 250 242.5 8.4317472 13.3883162 si 2.902586798 150 142.5 4.34780517 13.3333333 si 0.87951019 400 392.5 5.98521272 15.4055202 si 4.07258957

10 300 292.5 4.42031414 14.2905983 si 2.1784617811 150 142.5 1.96112581 13.3333333 si 0.4756573312 550 542.5 6.26839991 16.3072197 si 5.6677202813 200 192.5 2.42423475 13.3333333 si 0.7379341414 500 492.5 4.74435554 16.0676819 si 3.5049379615 300 292.5 3.38062769 14.2905983 si 1.4832695716 160 152.5 1.54070952 13.3333333 si 0.3450586817 350 342.5 4.1321782 14.9294404 si 2.22807189

T/m2

corte admisibcumple M/Vd Vamax4.65514157 si 0.82051282 10.7179487 3.93756.57031122 si 0.61146497 11.5541401 5.25

4.375 si 0.98969072 10.0412371 3.281253.5 si 1.24675325 10 2.625

7.66026973 si 0.54237288 11.8305085 5.906251.75 si 2.59459459 10 1.3125

3.59302315 si 0.98969072 10.0412371 3.281252.19725614 si 1.68421053 10 1.968755.92412562 si 0.61146497 11.5541401 5.254.97118193 si 0.82051282 10.7179487 3.9375

2.1983685 si 1.68421053 10 1.968758.96397876 si 0.44239631 12.2304147 7.218753.37269252 si 1.24675325 10 2.625

8.75 si 0.48730964 12.0507614 6.56255.25 si 0.82051282 10.7179487 3.9375

2.8 si 1.57377049 10 2.15.63431107 si 0.70072993 11.1970803 4.59375

Va Va final3.49135618 3.491356184.92773342 4.927733423.89129986 3.281252.65034913 2.6255.74520229 5.745202291.34929939 1.31252.69476736 2.69476736

1.6479421 1.64794214.44309421 4.443094213.72838644 3.728386441.64877638 1.648776386.72298407 6.722984072.52951939 2.529519396.98487523 6.56253.94202902 3.93752.58961946 2.14.22573331 4.22573331

Armada Confinada

muro L h t Cadm C cumple Cadm1 300 285 15 32.7370312 15.2980774 si 21.4278752 400 385 15 26.9794309 19.0840752 si 23.54568523 250 235 15 34.4636323 37.1166636 no 18.79834494 200 185 15 35.5918538 24.2641425 si 15.53099075 450 435 15 22.6938021 21.5717567 si 22.28118756 100 85 15 36.5624171 25.6044106 si 7.977254637 250 235 15 34.4636323 10.5270525 si 18.79834498 150 135 15 36.2490104 11.6782261 si 11.86331259 400 385 15 26.9794309 12.3529752 si 23.5456852

10 300 285 15 32.7370312 19.6875268 si 21.42787511 150 135 15 36.2490104 11.7091251 si 11.863312512 550 535 15 10.6723129 18.5522634 no 12.806775513 200 185 15 35.5918538 20.9077609 si 15.530990714 500 485 15 17.3005343 28.2530581 no 18.873310215 300 285 15 32.7370312 23.6438708 si 21.42787516 160 145 15 36.1491532 40.5606756 no 12.619340717 350 335 15 30.2847357 17.7184652 si 23.1265255

ton/m2 ton

C cumple φc7.53213484 si 0.8928281312.3144451 si 0.7358026614.4587488 si 0.939917257.71124276 si 0.9706869215.5329358 si 0.61892188

4.0566616 si 0.997156834.48764468 si 0.939917252.95160086 si 0.988609388.27578512 si 0.735802669.50738704 si 0.892828132.95855314 si 0.9886093816.4936173 no 0.291063086.70432826 si 0.9706869222.2697936 no 0.4718327511.2877419 si 0.8928281310.0801621 si 0.98588610.0581942 si 0.82594734

cf 45.8333333 ton/m2

Armada Confinada

muro L h t adm Γc cumple adm1 300 285 15 61.1111111 32.0863203 si 34.68294522 400 385 15 61.1111111 24.0536629 si 34.95521253 250 235 15 61.1111111 32.6536943 si 9.992835444 200 185 15 61.1111111 83.5104077 no 16.75549675 450 435 15 61.1111111 23.9992918 si 24.84186736 100 85 15 61.1111111 97.912373 no 7.09804937 250 235 15 61.1111111 31.4094951 si 27.70802588 150 135 15 61.1111111 30.3391702 si 15.37187269 400 385 15 61.1111111 17.5089975 si 47.5248146

10 300 285 15 61.1111111 34.6512844 si 29.752832611 150 135 15 61.1111111 19.8809839 si 15.374514512 550 535 15 61.1111111 17.3899893 si -27.053283313 200 185 15 61.1111111 18.7935488 si 18.913028214 500 485 15 61.1111111 16.1228061 si -16.05021515 300 285 15 61.1111111 11.6316164 si 25.309172316 160 145 15 61.1111111 46.9821842 si 5.1359062617 350 335 15 61.1111111 24.1566419 si 35.9411989

ton/m2 ton-m

solicitante cumple N Na/3 d7.00584297 si 7.53213484 7.142625 mayor 292.59.31550915 si 12.3144451 7.84856173 mayor 392.55.04085221 si 14.4587488 6.26611497 mayor 242.58.31682579 si 7.71124276 5.17699691 mayor 192.511.8622125 si 15.5329358 7.4270625 mayor 442.52.43158746 si 4.0566616 2.65908488 mayor 92.54.71038009 si 4.48764468 6.26611497 menor 242.51.64677842 si 2.95160086 3.9544375 menor 142.57.66215371 si 8.27578512 7.84856173 mayor 392.58.08339775 si 9.50738704 7.142625 mayor 292.51.18606537 si 2.95855314 3.9544375 menor 142.513.8313512 no 16.4936173 4.26892515 mayor 542.5

1.9248785 si 6.70432826 5.17699691 mayor 192.510.0768082 no 22.2697936 6.2911034 mayor 492.52.61713669 si 11.2877419 7.142625 mayor 292.52.99800544 si 10.0801621 4.20644691 mayor 152.57.52416998 si 10.0581942 7.70884182 mayor 342.5

momento sismmico conf 50% dimension zapata 50x60x(L+40)pesomomento sismmico arm 70% dimension suelo 30x40x(L+40)

sobrecimiento 30x20x(L+40)

arm confmuro Mv N

1 11.9731478 10.67853482 16.91029 16.36084513 7.28631657 17.15514884 9.64368947 9.957642765 19.9000188 20.02933586 2.79921159 5.40306167 8.8335551 7.184044688 2.89613782 4.748000869 11.5140553 12.3221851

10 10.2789874 12.65378711 1.65486936 4.7549531412 19.6803448 21.890017313 2.77535204 8.9507282614 14.5630164 27.216193615 4.5156742 14.434141916 3.45797954 11.966562117 10.115292 13.6545942

2500 kg/m32500 kg/m31800 kg/m3