A.Fiscal(m) 0.15 Atotal planta 144.39A.MqHv(m) 0.15 pendiente techo 15

MUROLargo(m) AmuroF(m2) AmMqhv(m2) Atr(cm2)

1 2.50 0.38 0.38 626702 2.50 0.38 0.38 870203 3.00 0.45 0.45 1863514 2.00 0.30 0.30 79406.45 3.50 0.53 0.53 1649796 1.00 0.15 0.15 57926.37 2.50 0.38 0.38 23474.98 1.50 0.22 0.22 146239 4.00 0.60 0.60 53187.34

10 3.00 0.45 0.45 88591.2311 1.50 0.22 0.22 14325.712 4.00 0.60 0.60 11239013 1.50 0.22 0.22 68246.714 3.50 0.53 0.53 161368.6715 2.50 0.38 0.38 87596.6516 1.60 0.24 0.24 120890.2517 4.00 0.60 0.60 60902.7

Total

SEGÚN NCH1537 kg/m2TEJA ROMANA ARCILLA 59MURO LADRILLO 15CM CN ESTUCO 270-300

235-255

RIGIDEZ MUROSAlbañileria ArmadaE 275000 t/m2b 0.15 m

Albañileria Confinada

MURO LADRILLO 15CM HUECO CN

ESTUCO

E 100000 t/m2b 0.15 m

DATOS

Ladrillo FIscal (NCh 2123 of 1997 mod 2003)f'm 1.5 Mpa 150fp 4 Mpa 400Em 1500 Mpa 150000Gm 450 Mpa 45000tm 0.25 Mpa 25

CENTRO MASA LOSALosa Area(m2) SC(kg/m2) SC(Kg)

1 15 200 30002 35 200 70003 38.7 200 77404 8 200 16005 45 200 90006 3 200 600

TOTAL 144.7 28940

CENTRO MASA ALBAÑILERIA CONFINADAMuro L(m) h(m) X(m)

1 2.50 3.60 0.002 2.50 3.60 1.603 3.00 3.60 6.604 2.00 3.60 7.005 3.50 3.60 11.60

6 1.00 3.60 16.107 2.50 3.60 19.108 1.50 3.60 19.109 4.00 3.60 5.0010 3.00 3.60 1.5011 1.50 3.60 18.3512 4.00 3.60 11.0013 1.50 3.60 18.3514 3.50 3.60 9.8515 2.50 3.60 17.8516 1.60 3.60 3.8017 4.00 3.60 15.60

Total

CENTRO MASA ALBAÑILERIA ARMADAMuro L(m) h(m) X(m)

1 2.50 3.60 0.002 2.50 3.60 1.603 3.00 3.60 6.604 2.00 3.60 7.005 3.50 3.60 11.606 1.00 3.60 16.107 2.50 3.60 19.108 1.50 3.60 19.109 4.00 3.60 5.0010 3.00 3.60 1.5011 1.50 3.60 18.3512 4.00 3.60 11.0013 1.50 3.60 18.3514 3.50 3.60 9.8515 2.50 3.60 17.8516 1.60 3.60 3.8017 4.00 3.60 15.60

MATRIZ RIGIDEZ ALBAÑILERIA ARMADAMuro L(m) Rp PhiP

1 2.50 9.48 1802 2.50 7.88 1803 3.00 2.88 1804 2.00 2.48 1805 3.50 2.12 06 1.00 6.62 07 2.50 9.62 08 1.50 9.62 09 4.00 4.86 270

10 3.00 3.36 27011 1.50 3.86 27012 4.00 2.86 27013 1.50 0.86 27014 3.50 0.64 9015 2.50 0.64 9016 1.60 1.14 9017 4.00 3.14 90

ALBAÑILERIA ARMADAMuro Kp(ton/m) Phip Rp(m)

1 5590.23 3.14 9.482 5590.23 3.14 7.883 7860.14 3.14 2.884 3522.03 3.14 2.485 10229.23 0.00 2.126 635.63 0.00 6.627 5590.23 0.00 9.628 1810.48 0.00 9.629 12637.87 4.71 4.8610 7860.14 4.71 3.3611 1810.48 4.71 3.8612 12637.87 4.71 2.8613 1810.48 4.71 0.8614 10229.23 1.57 0.6415 5590.23 1.57 0.6416 2115.38 1.57 1.1417 12637.87 1.57 3.14

å

ALBAÑILERIA CONFINADAMuro Kp(ton/m) Phi(p) Rp(m)

1 2032.81 3.14 9.482 2032.81 3.14 7.883 2858.23 3.14 2.884 1280.74 3.14 2.485 3719.72 0.00 2.126 231.14 0.00 6.627 2032.81 0.00 9.628 658.36 0.00 9.629 4595.59 4.71 4.8610 2858.23 4.71 3.3611 658.36 4.71 3.8612 4595.59 4.71 2.8613 658.36 4.71 0.8614 3719.72 1.57 0.6415 2032.81 1.57 0.6416 769.23 1.57 1.1417 4595.59 1.57 3.14

å

MATRIZ ALBAÑILERIA ARMADAK 67329.55 0.00 80031.65

0.00 40828.21 -31280.3580031.65 -31280.35 2347142.99

ROTACION EJESX 8.71

α 0 Y 3.67a -0.77b -1.19

ALBAÑILERIA CONFINADAMuro Rp Rp' phi

1 9.478795697134 8.71 3.142 7.878795697134 7.11 3.143 2.878795697134 2.11 3.144 2.478795697134 1.71 3.145 2.121204302866 2.89 0.006 6.621204302866 7.39 0.00

7 9.621204302866 10.39 0.008 9.621204302866 10.39 0.009 4.795621293147 3.67 4.71

10 3.295621293147 2.17 4.7111 3.795621293147 2.67 4.7112 2.795621293147 1.67 4.7113 0.795621293147 0.33 4.7114 0.704378706853 1.83 1.5715 0.704378706853 1.83 1.5716 1.204378706853 2.33 1.5717 3.204378706853 4.33 1.57

Total

Kxx 0.00Kyy 24483.47 KKzz 14846.62048646Kxy 810199.13Kxz 0.00Kyz 0.00

ALBAÑILERIA ARMADAMuro RP Rp' phi(p)

1 9.478795697134 8.71 3.142 7.878795697134 7.11 3.143 2.878795697134 2.11 3.144 2.478795697134 1.71 3.145 2.121204302866 2.89 0.006 6.621204302866 7.39 0.007 9.621204302866 10.39 0.008 9.621204302866 10.39 0.009 4.795621293147 3.67 4.71

10 3.295621293147 2.17 4.7111 3.795621293147 2.67 4.7112 2.795621293147 1.67 4.7113 0.795621293147 0.33 1.5714 0.704378706853 1.83 1.5715 0.704378706853 1.83 1.5716 1.204378706853 2.33 1.5717 3.204378706853 4.33 1.57

PESO TOTAL VERTICAL PS=PP+0.25*SC???NCH433 QUE CRITERIO OCUPAMOS?

ESTRC CONFINADA ARMADAMuros 0.06 0.05 82.198719604Losa 61.37 61.37Techo 0.01 0.01Viga Coro. 13.5433125 13.5433125Total(Ton) 74.98 74.97

SCPisos(Ton) 28.8789968 28.8789968Techo(Ton) 5.63573622552 5.63573622552Total SC (Ton) 34.51473302552 34.51473302552PS (Ton) 83.61 83.60

Alb confinada Alb ArmadaMasa Traslacional(Ton) 119.49 113.14

Masa Rotacional Muros(ALB.CONFINADA)

Muro L(m) X Y1 2.50 0 2.752 2.50 1.6 7.253 3.00 6.6 8.54 2.00 7 15 3.50 11.6 7.256 1.00 16.1 1.57 2.50 19.1 6.758 1.50 19.1 1.759 4.00 5 0

10 3.00 1.5 1.511 1.50 18.35 112 4.00 11 213 1.50 18.35 414 3.50 9.85 5.515 2.50 17.85 5.516 1.60 3.8 617 4.00 15.6 8

Muro L(m) X Y1 2.50 0 2.752 2.50 1.6 7.253 3.00 6.6 8.54 2.00 7 15 3.50 11.6 7.256 1.00 16.1 1.57 2.50 19.1 6.758 1.50 19.1 1.759 4.00 5 0

10 3.00 1.5 1.511 1.50 18.35 112 4.00 11 213 1.50 18.35 414 3.50 9.85 5.515 2.50 17.85 5.516 1.60 3.8 617 4.00 15.6 8

ALB CONFINADAw2 w(rad/s) T(s)

λ1 229.82 15.1598153023 0.41446318322 (DIRECCION X)λ2 151.91 12.32517748351 0.50978457029λ3 118.26 10.87474137624 0.5777779066 (DIRECCION Y)

ALB Armada w2 w(rad/s) T(s)λ1 669.428 25.87330670788 0.2428 (Direccion X)λ2 343.909 18.54478363314 0.3388λ3 443.535 21.06027065353 0.2983 (Direccion Y)

AHÍ ESTÄN LOS PERIODOS AHORA HAY Q REALIZAR EL ANALISIS ESTÄTICO EQUIVALENTE EN LAS DIRECCIONES X E Y

confinada w tx 44.81023368116 0.14021764207y 34.89430043799 0.18006336933

Parametros

I 1 1Ao 0.4 0.4S 1 1R 4 4T´ 0.35 0.35

T*x 0.14 0.08T*y 0.18 0.11n 1.33 1.33

Cx 0.93 1.89 No cumple armadaCy 0.67 1.35 No cumple armada

Cmax 0.22 0.22Ps 83.61 83.60

Qx (ton) 18.39 18.39

Qy (ton) 18.39 18.39

ANALISIS ESTATICO PARA ALB CONFINADA DIRECCION X

K24483.47 0.00 0.00 u 18.39

0.00 14846.62 0.00 v 00.00 0.00 810199.13 ϴ 0

u 0.0007512694v 0ϴ 0

ALBAÑILERIA CONFINADAMuro Rp Rp' phi(p) Sen Phi(p)

1 9.478795697134 8.712650072603 3.14159265359 02 7.878795697134 7.112650072603 3.14159265359 03 2.878795697134 2.112650072603 3.14159265359 04 2.478795697134 1.712650072603 3.14159265359 05 2.121204302866 2.887349927397 0 06 6.621204302866 7.387349927397 0 07 9.621204302866 10.3873499274 0 08 9.621204302866 10.3873499274 0 09 4.795621293147 3.667344378754 4.71238898038 -1

Albañilería Confinada

Albañilería Armada

10 3.295621293147 2.167344378754 4.71238898038 -111 3.795621293147 2.667344378754 4.71238898038 -112 2.795621293147 1.667344378754 4.71238898038 -113 0.795621293147 0.332655621246 4.71238898038 114 0.704378706853 1.832655621246 1.57079632679 115 0.704378706853 1.832655621246 1.57079632679 116 1.204378706853 2.332655621246 1.57079632679 117 3.204378706853 4.332655621246 1.57079632679 1

DIRECCION YMuro Rp Rp' phi(p) Sen Phi(p)

1 9.478795697134 8.712650072603 3.14159265359 02 7.878795697134 7.112650072603 3.14159265359 03 2.878795697134 2.112650072603 3.14159265359 04 2.478795697134 1.712650072603 3.14159265359 05 2.121204302866 2.887349927397 0 06 6.621204302866 7.387349927397 0 07 9.621204302866 10.3873499274 0 08 9.621204302866 10.3873499274 0 09 4.795621293147 3.667344378754 4.71238898038 -1

10 3.295621293147 2.167344378754 4.71238898038 -111 3.795621293147 2.667344378754 4.71238898038 -112 2.795621293147 1.667344378754 4.71238898038 -113 0.795621293147 0.332655621246 4.71238898038 114 0.704378706853 1.832655621246 1.57079632679 115 0.704378706853 1.832655621246 1.57079632679 116 1.204378706853 2.332655621246 1.57079632679 117 3.204378706853 4.332655621246 1.57079632679 1

Torsion sismo en Xexcentricidad en y 1.19

MtEn 21.86375565059Mtacc 18.3936838053 mas menos

40.25743945589 3.470071845298Cortes de diseño para sismo X

Muro Rp Kp Xp+ xp-1 8.71 2032.81 0.88 0.082 7.11 2032.81 0.72 0.06

3 2.11 2858.23 0.30 0.03

4 1.71 1280.74 0.11 0.01

5 2.89 3719.72 0.53 0.056 7.39 231.14 0.08 0.017 10.39 2032.81 1.05 0.098 10.39 658.36 0.34 0.03

9 3.67 4595.59 0.84 0.07

10 2.17 2858.23 0.31 0.0311 2.67 658.36 0.09 0.0112 1.67 4595.59 0.38 0.0313 0.33 658.36 0.01 0.0014 1.83 3719.72 0.34 0.0315 1.83 2032.81 0.19 0.0216 2.33 769.23 0.09 0.0117 4.33 4595.59 0.99 0.09

ArmadaSismo X metros Sismo Y metrosU=Qx/Kxx 0.000350103 V=Qy/Kyy 0.0005774Muro CorteX (ton) CorteY (ton) Muro CorteX (ton)

1.00 0.00 -1.96 1.00 0.002.00 0.00 -1.96 2.00 0.003.00 0.00 -2.75 3.00 0.004.00 0.00 -1.23 4.00 0.005.00 0.00 3.58 5.00 0.006.00 0.00 0.22 6.00 0.007.00 0.00 1.96 7.00 0.008.00 0.00 0.63 8.00 0.009.00 -4.42 0.00 9.00 -7.30

10.00 -2.75 0.00 10.00 -4.5411.00 -0.63 0.00 11.00 -1.0512.00 -4.42 0.00 12.00 -7.3013.00 0.63 0.00 13.00 1.0514.00 3.58 0.00 14.00 5.9115.00 1.96 0.00 15.00 3.2316.00 0.74 0.00 16.00 1.2217.00 4.42 0.00 17.00 7.30

Torsion en Y

Men 14.09081320262Mac 18.391821021332.482634223914 -4.30100781868

Cortes de diseño para sismo XMuro Rp(m) Kp(ton/m) Xp+(ton) xp-(ton)1.00 8.71 2032.81 0.26 -0.03

2.00 7.11 2032.81 0.21 -0.033.00 2.11 2858.23 0.09 -0.014.00 1.71 1280.74 0.03 0.005.00 2.89 3719.72 0.16 -0.026.00 7.39 231.14 0.02 0.007.00 10.39 2032.81 0.31 -0.048.00 10.39 658.36 0.10 -0.019.00 3.67 4595.59 0.25 -0.0310.00 2.17 2858.23 0.09 -0.0111.00 2.67 658.36 0.03 0.0012.00 1.67 4595.59 0.11 -0.0113.00 0.33 658.36 0.00 0.0014.00 1.83 3719.72 0.10 -0.0115.00 1.83 2032.81 0.05 -0.0116.00 2.33 769.23 0.03 0.00

17.00 4.33 4595.59 0.29 -0.04

Kg/m2m2 Yladrillofis 280 hlosa 0.15 m2% yMqhv 240 Yhormigon 2500 kg/m3

Confinada ArmadaAtr(m2) largo viga(m) Dlviga(kg) DLLOSA(kg) DLMuro(kg) Dlmuro(kg)

6.27 5 1125 2663.475 3360 28808.70 7.6 1710 3698.35 3360 2880

18.64 5 1125 7919.9175 4032 34567.94 3 675 3374.772 2688 2304

16.50 5.53 1244.25 7011.6075 4704 40325.79 3.3 742.5 2461.86775 1344 11522.35 3.25 731.25 997.68325 3360 28801.46 2.25 506.25 621.4775 2016 17285.32 4.75 1068.75 2260.46195 5376 46088.86 3.75 843.75 3765.127275 4032 34561.43 2.25 506.25 608.84225 2016 1728

11.24 6.55 1473.75 4776.575 5376 46086.82 1.5 337.5 2900.48475 2016 1728

16.14 0 0 6858.168475 4704 40328.76 0.75 168.75 3722.857625 3360 2880

12.09 0 0 5137.835625 2150.4 1843.26.09 5.7125 1285.3125 2588.36475 5376 4608

144.39 60.1925 13543.3125 61367.8682 59.2704 50.8032

Sctecho 100 kg/m2Carga Total Techo

14439.4984reduccion por area triburariaR1 0.6 R2 0.6505 5635.73622552

Lr 5635.74 kg 0.3903

RIGIDEZ

Muro L(m) H (m) H/LA.Armada A.ConfinadaKp (T/m) Kp (T/m)

1 2.50 2.40 0.96 5590.23 2032.812 2.50 2.40 0.96 5590.23 2032.81

3 3.00 2.40 0.80 7860.14 2858.23

4 2.00 2.40 1.20 3522.03 1280.74

5 3.50 2.40 0.69 10229.23 3719.726 1.00 2.40 2.40 635.63 231.147 2.50 2.40 0.96 5590.23 2032.818 1.50 2.40 1.60 1810.48 658.369 4.00 2.40 0.60 12637.87 4595.5910 3.00 2.40 0.80 7860.14 2858.2311 1.50 2.40 1.60 1810.48 658.3612 4.00 2.40 0.60 12637.87 4595.5913 1.50 2.40 1.60 1810.48 658.3614 3.50 2.40 0.69 10229.23 3719.7215 2.50 2.40 0.96 5590.23 2032.8116 1.60 2.40 1.50 2115.38 769.2317 4.00 2.40 0.60 12637.87 4595.59

Ladrillo MqHv (NCh 1928 of 93 Mod 2009)ton/m2 f'm 2.75 Mpaton/m2 fp 11 Mpaton/m2 Em 2750 Mpaton/m2 Gm 825 Mpaton/m2 tm 0.5 Mpa

CENTRO MASA LOSAespesor(m) X(m)` Y(m) P(kg) P*X P*Y

0.15 1.5 4 6375 9562.5 255000.15 6.6 8.25 14875 98175 122718.750.15 7.3 4.25 16447.5 120066.75 69901.8750.15 5 1 3400 17000 34000.15 15.35 5 19125 293568.75 956250.15 17.6 1.5 1275 22440 1912.50.9 53.35 24 61497.5 560813 319058.125

CENTRO MASA ALBAÑILERIA CONFINADAY(m) P(kg) PX PY X(m) Y(m)2.75 3645.00 0.00 10023.75 9.86 4.387.25 4230.00 6768.00 30667.508.50 4149.00 27383.40 35266.501.00 2691.00 18837.00 2691.007.25 4772.25 55358.10 34598.81

1.50 1750.50 28183.05 2625.756.75 3251.25 62098.87 21945.941.75 2018.25 38548.58 3531.940.00 5100.75 25503.75 0.001.50 3867.75 5801.62 5801.621.00 2018.25 37034.89 2018.252.00 5505.75 60563.25 11011.504.00 1849.50 33938.33 7398.005.50 3528.00 34750.80 19404.005.50 2688.75 47994.19 14788.126.00 1612.80 6128.64 9676.808.00 5317.31 82950.08 42538.50

Total 57996.11 571842.54 253987.99

CENTRO MASA ALBAÑILERIA ARMADAY(m) P(kg) PX PY X(m) Y(m)2.75 3285.00 0.00 9033.75 9.84 4.387.25 3870.00 6192.00 28057.508.50 3717.00 24532.20 31594.501.00 2403.00 16821.00 2403.007.25 4268.25 49511.70 30944.811.50 1606.50 25864.65 2409.756.75 2891.25 55222.88 19515.941.75 1802.25 34422.98 3153.940.00 4524.75 22623.75 0.001.50 3435.75 5153.62 5153.621.00 1802.25 33071.29 1802.252.00 4929.75 54227.25 9859.504.00 1633.50 29974.73 6534.005.50 3024.00 29786.40 16632.005.50 2328.75 41568.19 12808.136.00 1382.40 5253.12 8294.408.00 4741.31 73964.47 37930.50

phi(rad)3.143.143.143.140.000.000.000.004.714.714.714.714.711.571.571.571.57

ALBAÑILERIA ARMADAKxx Kyy Kzz Kxy Kxz Kyz0.00 5590.23 502268.64 0.00 0.00 -52988.660.00 5590.23 347015.93 0.00 0.00 -44044.290.00 7860.14 65140.61 0.00 0.00 -22627.730.00 3522.03 21640.85 0.00 0.00 -8730.390.00 10229.23 46026.52 0.00 0.00 21698.300.00 635.63 27866.34 0.00 0.00 4208.650.00 5590.23 517474.09 0.00 0.00 53784.750.00 1810.48 167591.83 0.00 0.00 17419.01

12637.87 0.00 298010.22 0.00 61369.49 0.007860.14 0.00 88526.65 0.00 26378.62 0.001810.48 0.00 26919.56 0.00 6981.21 0.0012637.87 0.00 103083.75 0.00 36093.75 0.001810.48 0.00 1326.60 0.00 1549.77 0.0010229.23 0.00 4242.43 0.00 -6587.63 0.005590.23 0.00 2318.47 0.00 -3600.11 0.002115.38 0.00 2768.48 0.00 -2420.00 0.0012637.87 0.00 124921.99 0.00 -39733.46 0.0067329.55 40828.21 2347142.99 0.00 80031.65 -31280.35

ALBAÑILERIA CONFINADAKxx Kyy Kzz Kxy Kxz Kyz0.00 2032.81 182643.14 0.00 0.00 -19268.600.00 2032.81 126187.61 0.00 0.00 -16016.100.00 2858.23 23687.49 0.00 0.00 -8228.270.00 1280.74 7869.40 0.00 0.00 -3174.690.00 3719.72 16736.92 0.00 0.00 7890.290.00 231.14 10133.22 0.00 0.00 1530.420.00 2032.81 188172.40 0.00 0.00 19558.090.00 658.36 60942.49 0.00 0.00 6334.18

4595.59 0.00 108367.35 0.00 22316.18 0.002858.23 0.00 32191.51 0.00 9592.23 0.00658.36 0.00 9788.93 0.00 2538.62 0.00

4595.59 0.00 37485.00 0.00 13125.00 0.00658.36 0.00 482.40 0.00 563.55 0.00

3719.72 0.00 1542.70 0.00 -2395.50 0.002032.81 0.00 843.08 0.00 -1309.13 0.00769.23 0.00 1006.72 0.00 -880.00 0.00

4595.59 0.00 45426.18 0.00 -14448.53 0.0024483.47 14846.62 853506.54 0.00 29102.42 -11374.67

MATRIZ ALBAÑILERIA CONFINADAK 24483.47 0.00 29102.42

0.00 14846.62 -11374.6729102.42 -11374.67 853506.54

α 0a -0.77b -1.19

Sen(phi) Cos(phi) Kp Sen(phi)^2 Cos(phi))^2 Kp*Sen(phi)^20.00 -1.00 2032.81 0.00 1.00 0.000.00 -1.00 2032.81 0.00 1.00 0.000.00 -1.00 2858.23 0.00 1.00 0.000.00 -1.00 1280.74 0.00 1.00 0.000.00 1.00 3719.72 0.00 1.00 0.000.00 1.00 231.14 0.00 1.00 0.00

0.00 1.00 2032.81 0.00 1.00 0.000.00 1.00 658.36 0.00 1.00 0.00

-1.00 0.00 4595.59 1.00 0.00 4595.59-1.00 0.00 2858.23 1.00 0.00 2858.23-1.00 0.00 658.36 1.00 0.00 658.36-1.00 0.00 4595.59 1.00 0.00 4595.591.00 0.00 658.36 1.00 0.00 658.361.00 0.00 3719.72 1.00 0.00 3719.721.00 0.00 2032.81 1.00 0.00 2032.811.00 0.00 769.23 1.00 0.00 769.231.00 0.00 4595.59 1.00 0.00 4595.59

24483.47

Matriz Diagonalizada239938.04 0.00 0.00 2007.96

0.00 145496.88 0.00 1217.612203056830.00 0.00 7939951.48

Sen Phi(p) Cos Phi(p) Kp Sen Phi(p)^2 Cos Phi(p)^2 Kp*Sen^20.00 -1.00 5590.23 0.00 1.00 0.000.00 -1.00 5590.23 0.00 1.00 0.000.00 -1.00 7860.14 0.00 1.00 0.000.00 -1.00 3522.03 0.00 1.00 0.000.00 1.00 10229.23 0.00 1.00 0.000.00 1.00 635.63 0.00 1.00 0.000.00 1.00 5590.23 0.00 1.00 0.000.00 1.00 1810.48 0.00 1.00 0.00

-1.00 0.00 12637.87 1.00 0.00 12637.87-1.00 0.00 7860.14 1.00 0.00 7860.14-1.00 0.00 1810.48 1.00 0.00 1810.48-1.00 0.00 12637.87 1.00 0.00 12637.871.00 0.00 1810.48 1.00 0.00 1810.481.00 0.00 10229.23 1.00 0.00 10229.231.00 0.00 5590.23 1.00 0.00 5590.231.00 0.00 2115.38 1.00 0.00 2115.381.00 0.00 12637.87 1.00 0.00 12637.87

67329.55

659829.61 0.00 0.000.00 400116.42 00.00 0 21834866.57

PS=PP+0.25*SC???NCH433 QUE CRITERIO OCUPAMOS?

LOSA

Mt(ton) Losa a(m)3.645 1.905271875 345.566091974 1 34.230 2.21105625 289.033218055 2 104.149 3.119529375 92.5976959376 3 8.62.691 0.902045625 57.44847024 4 44.772 4.8806198438 53.7042864398 5 61.751 0.1491571875 96.6071029642 6 33.251 1.6994554687 314.3227757512.018 0.3822060938 206.6772428195.101 6.8105639063 229.409063339 MATRIZ MASA ALB CONFINADA3.868 2.9080645313 292.6950436442.018 0.3822060938 189.223807443 119.495.506 7.3513232812 65.0009222936 119.491.849 0.3502490625 147.2578868613.528 3.608115 5.55743602242.689 1.4054320313 190.9402525061.613 0.347088 54.46855395585.317 7.0997199609 258.895087998

57.996 å 2889.40493824 Ton*m^2

MR(cn respcto a su centroide)[Ton*m2]

MR C/R CM[Ton*m2]

Mt(ton)3.285 1.717096875 311.436107581 MATRIZ MASA ALB ARMADA

3.87 2.02288125 264.4346463063.717 2.794719375 82.9562872499 113.14321252.403 0.805505625 51.3001389768 113.1432125

4.26825 4.3651748438 48.03254661781.6065 0.1368871875 88.6599890957

2.89125 1.5112804687 279.5188697851.80225 0.3413010937 184.557939244.52475 6.0414839063 203.5031435273.43575 2.5832545313 260.0031015961.80225 0.3413010937 168.9724300584.92975 6.5822432813 58.2006623397

1.6335 0.3093440625 130.0598854753.024 3.09267 4.76351659063

2.32875 1.2172570313 165.3750304141.3824 0.297504 46.6873319621

4.7413125 6.3306399609 230.85017420351.6457125 å 2579.31180102 Ton*m2

MATRIZ ALBAÑILERIA ARMADA

K 67329.55 0.00 80031.650.00 40828.21 -31280.35

80031.65 -31280.35 2347142.99

AHÍ ESTÄN LOS PERIODOS AHORA HAY Q REALIZAR EL ANALISIS ESTÄTICO EQUIVALENTE EN LAS DIRECCIONES X E Y

MR(cn respcto a su centroide)[Ton*m2]

MR C/R CM[Ton*m2]

Armada w t ESTO LO HICE CON LAS MATRICES DE RIGIDEZ DIAGONALIZADAS Y EL DE ARRIBA CON LAS MATRICES LLENASx 76.3662822399 0.0822769568308 EL RESULTADO ES SIMILAR LO HICE PARA CONOCER CUALES ERAN LOS PERIODOS SEGÚN DIRECCIONy 59.4673978889 0.1056576465464 CON LOS PERIODOS AHORA PUEDES DESARROLLAR EL ANALISIS ESTATICO EQUIVALENTE

Cos Phi(p) Kp Xp(TON)-1 2032.811199 0-1 2032.811199 0-1 2858.2317073 0-1 1280.7377049 01 3719.7216824 01 231.13905325 01 2032.811199 01 658.35674157 00 4595.5882353 3.45252468924 9.5469545753972

0 2858.2317073 2.14730194087 -8.84672922989870 658.35674157 0.49460325604 18.3936838052960 4595.5882353 3.452524689240 658.35674157 -0.494603256040 3719.7216824 -2.794512973760 2032.811199 -1.527188793640 769.23076923 -0.577899517210 4595.5882353 -3.45252468924

Cos Phi(p) Kp Yp 24483.47 0.00-1 2032.811199 -2.51847795694 -10.164782459861 0.00 14846.62-1 2032.811199 -2.51847795694 8.2289013454352 0.00 0.00-1 2858.2317073 -3.54110286005 18.393683805296-1 1280.7377049 -1.586723685921 3719.7216824 4.608414725231 231.13905325 0.286361375271 2032.811199 2.518477956941 658.35674157 0.815647287990 4595.5882353 00 2858.2317073 00 658.35674157 00 4595.5882353 00 658.35674157 00 3719.7216824 00 2032.811199 00 769.23076923 00 4595.5882353 0

Torsión sismo en Yexcentricidad en x 0.77MtEn 14.163136530078 tonmMtacc 35.13193606811549.2950725982 -20.968799538037

Cortes de diseño para sismo X Cortes de diseño para sismo YXP diseño Muro Rp Kp Xp+

0.88 1.00 8.71 2032.81 1.080.72 2.00 7.11 2032.81 0.88

0.30 3.00 2.11 2858.23 0.37

0.11 4.00 1.71 1280.74 0.13

0.53 5.00 2.89 3719.72 0.650.08 6.00 7.39 231.14 0.101.05 7.00 10.39 2032.81 1.280.34 8.00 10.39 658.36 0.42

0.84 9.00 3.67 4595.59 1.03

0.31 10.00 2.17 2858.23 0.380.09 11.00 2.67 658.36 0.110.38 12.00 1.67 4595.59 0.470.01 13.00 0.33 658.36 0.010.34 14.00 1.83 3719.72 0.410.19 15.00 1.83 2032.81 0.230.09 16.00 2.33 769.23 0.110.99 17.00 4.33 4595.59 1.21

Torsion sismo en xCorteY (ton) Men 21.861541441921

-3.23 Macc 35.128378150675-3.23 MT 56.989919592596-4.54 -13.266836708754-2.03 Cortes de diseño para sismo Y5.91 Muro Rp Kp Xp+(Ton)0.37 1.00 8.71 2032.81 0.453.23 2.00 7.11 2032.81 0.371.05 3.00 2.11 2858.23 0.150.00 4.00 1.71 1280.74 0.060.00 5.00 2.89 3719.72 0.270.00 6.00 7.39 231.14 0.040.00 7.00 10.39 2032.81 0.540.00 8.00 10.39 658.36 0.170.00 9.00 3.67 4595.59 0.430.00 10.00 2.17 2858.23 0.160.00 11.00 2.67 658.36 0.04

0.00 12.00 1.67 4595.59 0.20

13.00 0.33 658.36 0.0114.00 1.83 3719.72 0.1715.00 1.83 2032.81 0.1016.00 2.33 769.23 0.0517.00 4.33 4595.59 0.51

Cortes de diseño para sismo X ALBAÑILERIA CONFINADAXP diseño(ton) Muro Vb(Ton) L(m) M(ton*m)

0.26 1 3.60 2.50 8.63

0.21 2 2.52 2.50 6.040.09 3 3.54 3.00 8.500.03 4 1.59 2.00 3.810.16 5 5.26 3.50 12.630.02 6 0.39 1.00 0.940.31 7 3.80 2.50 9.130.10 8 1.23 1.50 2.960.25 9 4.48 4.00 10.750.09 10 2.52 3.00 6.060.03 11 0.60 1.50 1.440.11 12 3.92 4.00 9.400.00 13 0.51 1.50 1.210.10 14 3.13 3.50 7.520.05 15 1.71 2.50 4.110.03 16 0.67 1.60 1.60

0.29 17 4.44 4.00 10.66

V

Esfuerzo de corte admisibleALBAÑILERIA CONFINADAMuro Va 0.35*tm Va

1 8.6351932832 8.75 8.63519328322 9.3857782592 8.75 8.753 10.7181963608 8.75 8.754 9.39172837568 8.75 8.755 9.8361089456 8.75 8.756 10.76979621512 8.75 8.757 7.602337822304 8.75 7.6023378223048 7.6590862768 8.75 7.65908627689 7.808070848804 8.75 7.808070848804

10 8.758309787384 8.75 8.7511 7.64762191312 8.75 7.6476219131212 8.745176834 8.75 8.74517683413 9.63690194672 8.75 8.7514 9.492043187888 8.75 8.7515 8.905920187184 8.75 8.7516 11.195563872875 8.75 8.7517 7.96295208362 8.75 7.96295208362

Albañilería ConfinadaMuro Vb(Ton) L(m) M(ton*m)

1 6.51 2.50 15.62

2 4.56 2.50 10.943 6.41 3.00 15.384 2.87 2.00 6.895 9.52 3.50 22.866 0.71 1.00 1.707 6.88 2.50 16.528 2.23 1.50 5.359 8.11 4.00 19.45

10 4.57 3.00 10.9711 1.09 1.50 2.6112 7.09 4.00 17.0213 0.91 1.50 2.2014 5.67 3.50 13.6115 3.10 2.50 7.4416 1.21 1.60 2.9017 8.04 4.00 19.30

Albañilería ArmadaMuro Vb(Ton) L(m) M(ton*m)

1 4.00 2.50 9.602 3.86 2.50 6.183 4.80 3.00 7.684 2.13 2.00 3.415 6.38 3.50 10.206 0.44 1.00 0.717 4.15 2.50 6.648 1.34 1.50 2.159 5.16 4.00 8.26

10 3.02 3.00 4.8411 0.71 1.50 1.1412 4.76 4.00 7.6213 0.64 1.50 1.0314 3.88 3.50 6.2115 2.12 2.50 3.3916 0.82 1.60 1.3117 5.29 4.00 8.47

SC 200 kg/m2SCT 1600

Confinada ArmadaCarga Techo(Kg) SCL(kg) TEJA(kg) Pu(Ton) Pu(kg)

244.60101 1253.4 369.753 9.02 8.5362339.63906 1740.4 513.418 11.36 10.8818

727.327953 3727.02 1099.4709 18.63 18.0547309.9231792 1588.128 468.49776 9.10 8.7203

643.913037 3299.58 973.3761 17.88 17.2047226.0863489 1158.526 341.76517 6.27 6.0827

91.6225347 469.498 138.50191 5.79 5.308657.073569 292.46 86.2757 3.58 3.2915

207.59018802 1063.7468 313.805306 10.29 9.5224345.77157069 1771.8246 522.688257 11.28 10.7052

55.9132071 286.514 84.52163 3.56 3.2700438.65817 2247.8 663.101 14.98 14.2079

266.3668701 1364.934 402.65553 7.29 6.9999629.82191901 3227.3734 952.075153 16.37 15.6994341.88972495 1751.933 516.820235 9.86 9.3823471.83464575 2417.805 713.252475 10.89 10.5839

237.7032381 1218.054 359.32593 11.06 10.2968

5635.73622552 28878.9968 8.519304056 109.49 109.4852

kg 0.090.0935729094678646

39.03 0.0588756327297858

275 Ton/m21100 Ton/m2

275000 Ton/m282500 Ton/m2

50 Ton/m2

LosaX(m) 9.12 Xcm 9.12Y(m) 5.19 Ycm 5.19

Muros Albañilería ConfinadaXcm 9.86Ycm 4.38

Muros Albañilería ArmadaXcm 9.84Ycm 4.38

X 9.4788 mY 4.8560 m Total Vivienda

Xcm (m) 9.48Ycm (m) 4.86

XY

Kp*Cos(phi)^2 Kp*Rp^2 -Kp*Sen(phi)*Cos(phi) Kp*Rp*Sen(phi) Kp*Rp*Cos(phi)2032.81 154311.249592695 0.00 0.00 -17711.172032.81 102839.493812334 0.00 0.00 -14458.672858.23 12757.1179380834 0.00 0.00 -6038.441280.74 3756.62176125527 0.00 0.00 -2193.463719.72 31010.537048759 0.00 0.00 10740.14

231.14 12613.9374421708 0.00 0.00 1707.51

2032.81 219334.308230666 0.00 0.00 21115.52658.36 71034.742701581 0.00 0.00 6838.58

0.00 61807.9723914318 0.00 -16853.60 0.000.00 13426.2051908769 0.00 -6194.77 0.000.00 4684.02784950078 0.00 -1756.06 0.000.00 12775.9066055202 0.00 -7662.43 0.000.00 72.8536005619079 0.00 219.01 0.000.00 12493.1562841338 0.00 6816.97 0.000.00 6827.45381877012 0.00 3725.44 0.000.00 4185.60172871728 0.00 1794.35 0.000.00 86267.944541903 0.00 19911.10 0.00

14846.62 810199.13 0.00 0.00 0.00

1589.3865716079

Kp*Cos^2 Kp*Rp^2 -Kp*Sen*Cos Kp*rp*sen5590.2307972523 424355.94 0.00 0.00 -48705.725590.2307972523 282808.61 0.00 0.00 -39761.36

7860.137195122 35082.07 0.00 0.00 -16605.723522.0286885246 10330.71 0.00 0.00 -6032.0010229.234626596 85278.98 0.00 0.00 29535.38

635.6323964497 34688.33 0.00 0.00 4695.645590.2307972523 603169.35 0.00 0.00 58067.681810.4810393258 195345.54 0.00 0.00 18806.104.264597268E-28 169971.92 0.00 -46347.41 0.002.652371472E-28 36922.06 0.00 -17035.62 0.006.109394963E-29 12881.08 0.00 -4829.18 0.004.264597268E-28 35133.74 0.00 -21071.68 0.006.788216625E-30 200.35 0.00 602.27 0.003.835348675E-29 34356.18 0.00 18746.66 0.002.096000831E-29 18775.50 0.00 10244.97 0.007.931421928E-30 11510.40 0.00 4934.46 0.004.738441409E-29 237236.85 0.00 54755.53 0.00

40828.21 2228047.61 0.00 0.00 0.00

5831.809063146383536.37141167614

4660.0788883175

b(m) Area(m2) Y(m) Mt(Ton)5 15 1.5 4 6.375

3.5 35 6.6 8.25 14.8754.5 38.7 7.3 4.25 16.4475

2 8 5 1 3.47.5 45 15.35 5 19.125

1 3 17.6 1.5 1.27561.4975

4995.6075011061 119.494

X(m)`

4685.5143638799

MATRIZ ALBAÑILERIA CONFINADA

K 24483.47 0.00 29102.420.00 14846.62 -11374.67

29102.42 -11374.67 853506.54

ESTO LO HICE CON LAS MATRICES DE RIGIDEZ DIAGONALIZADAS Y EL DE ARRIBA CON LAS MATRICES LLENASEL RESULTADO ES SIMILAR LO HICE PARA CONOCER CUALES ERAN LOS PERIODOS SEGÚN DIRECCIONCON LOS PERIODOS AHORA PUEDES DESARROLLAR EL ANALISIS ESTATICO EQUIVALENTE

Albañilería ConfinadaMuro

1234567

891011121314151617

0.000.00 v 0.00123891385396873

810199.13

Torsión Accidentalbx (m) 1by (m) 19.1

Cortes de diseño para sismo Y Albañilería Confinadaxp- XP diseño u (m) 0.00135979500208

-0.46 1.08 v(m) 0-0.37 0.88 Albañilería Armada

-0.16 0.37 u (m) 0.000350103

-0.06 0.13 v(m) 0.0005774

-0.28 0.65-0.04 0.10-0.55 1.28-0.18 0.42

-0.44 1.03

-0.16 0.38-0.05 0.11-0.20 0.47-0.01 0.01-0.18 0.41-0.10 0.23-0.05 0.11-0.52 1.21

67329.5522541834 0 00 40828.2063377753 00 0 2228047.608982

Cortes de diseño para sismo Yxp-(Ton) XP diseño(Ton)

-0.11 0.45-0.09 0.37-0.04 0.15-0.01 0.06-0.06 0.27-0.01 0.04-0.13 0.54-0.04 0.17-0.10 0.43-0.04 0.16-0.01 0.04

-0.05 0.20

0.00 0.01-0.04 0.17-0.02 0.10-0.01 0.05-0.12 0.51

ALBAÑILERIA CONFINADA ALBAÑILERIA ARMADAM/Vd V/b*d Muro3.45 9.59 1.00

2.42 6.72 2.002.83 7.87 3.001.90 5.29 4.003.61 10.02 5.000.94 2.60 6.003.65 10.14 7.001.97 5.47 8.002.69 7.46 9.002.02 5.61 10.000.96 2.67 11.002.35 6.53 12.000.81 2.25 13.002.15 5.97 14.001.64 4.57 15.001.00 2.78 16.002.67 7.40 17.00

No cumpleCumpleCumpleCumpleNo cumpleCumpleNo cumpleCumpleCumpleCumpleCumpleCumpleCumpleCumpleCumpleCumpleCumple

Albañilería ConfinadaM*0,5 (ton*m)

7.81

5.477.693.4511.430.858.262.689.735.481.318.511.106.813.721.459.65

Albañilería ArmadaM*0,5 (ton*m)

4.803.093.841.705.100.353.321.084.132.420.573.810.513.101.700.664.24

Muro Peso Losa (kg) Peso Teja (kg)

1 6.27 1125.00 2663.48 369.752 8.70 1710.00 3698.35 513.423 18.64 1125.00 7919.92 1099.474 7.94 675.00 3374.77 468.505 16.50 1244.25 7011.61 973.386 5.79 742.50 2461.87 341.777 2.35 731.25 997.68 138.508 1.46 506.25 621.48 86.289 5.32 1068.75 2260.46 313.81

10 8.86 843.75 3765.13 522.6911 1.43 506.25 608.84 84.5212 11.24 1473.75 4776.58 663.1013 6.82 337.50 2900.48 402.6614 16.14 0.00 6858.17 952.0815 8.76 168.75 3722.86 516.8216 12.09 0.00 5137.84 713.2517 6.09 1285.31 2588.36 359.33

Area Tributaria (m2)

Peso Viga (kg)

ALBAÑILERIA CONFINADAMuro Kp Rp' Kxx' Kyy

1 2032.81 8.71 0.00 2032.812 2032.81 7.11 0.00 2032.813 2858.23 2.11 0.00 2858.234 1280.74 1.71 0.00 1280.745 3719.72 2.89 0.00 3719.726 231.14 7.39 0.00 231.14

7 2032.81 10.39 0.00 2032.818 658.36 10.39 0.00 658.369 4595.59 3.67 4595.59 0.00

10 2858.23 2.17 2858.23 0.0011 658.36 2.67 658.36 0.0012 4595.59 1.67 4595.59 0.0013 658.36 0.33 658.36 0.0014 3719.72 1.83 3719.72 0.0015 2032.81 1.83 2032.81 0.0016 769.23 2.33 769.23 0.00

17 4595.59 4.33 4595.59 0.00

ALBAÑILERIA CONFINADAMuro Kp Rp' Kxx' Kyy

1 5590.23 8.71 0 5590.232 5590.23 7.11 0 5590.233 7860.14 2.11 0 7860.144 3522.03 1.71 0 3522.035 10229.23 2.89 0 10229.236 635.63 7.39 0 635.637 5590.23 10.39 0 5590.238 1810.48 10.39 0 1810.489 12637.87 3.67 12637.87 0.00

10 7860.14 2.17 7860.14 0.0011 1810.48 2.67 1810.48 0.0012 12637.87 1.67 12637.87 0.0013 1810.48 0.33 1810.48 0.0014 10229.23 1.83 10229.23 0.0015 5590.23 1.83 5590.23 0.0016 2115.38 2.33 2115.38 0.00

17 12637.87 4.33 12637.87 0.00

Matriz Diagonalizada659829.61 0.00 0.00

0.00 400116.42 0.000.00 0.00 21834866.57

MR(C/R CM)[TON*m2)18.0625 428.573719

139.143229 433.767902129.126581 213.2454565.66666667 124.423046147.023438 806.678653

1.0625 99.5137865å 2106.20256 ton*m2

Mr(c/r a su centroide)(Ton*m2)

Albañilería ConfinadaKp Theta Xp

2032.81 180 -4.562032.81 180 -4.562858.23 180 -6.411280.74 180 -2.873719.72 0 8.34231.14 0 0.52

2032.81 0 4.56

658.36 0 1.484595.59 270 6.252858.23 270 3.89658.36 270 0.90

4595.59 270 6.25658.36 270 -0.90

3719.72 90 -5.062032.81 90 -2.76769.23 90 -1.05

4595.59 90 -6.25

Albañilería Armada Albañilería ConfinadaMuro Kp Theta Xp Muro

1 2032.81 180 -3.23 12 2032.81 180 -3.23 23 2858.23 180 -4.54 34 1280.74 180 -2.03 45 3719.72 0 5.91 56 231.14 0 0.37 67 2032.81 0 3.23 78 658.36 0 1.05 89 4595.59 270 -4.42 9

10 2858.23 270 -2.75 1011 658.36 270 -0.63 1112 4595.59 270 -4.42 1213 658.36 270 0.63 1314 3719.72 90 3.58 1415 2032.81 90 1.96 1516 769.23 90 0.74 1617 4595.59 90 4.42 17

Albañilería ConfinadaTipo Sismo XMomento A (Ton-m) 40.26Momento B (Ton-m) 3.47Giro A (rad) 4.968833E-05

Giro B (rad) 4.282986E-06Albañilería Armada

Tipo Sismo XMomento A (Ton-m) 56.99Momento B (Ton-m) -13.27Giro A (rad) 2.557841E-05

Giro B (rad) -5.954467E-06

ALBAÑILERIA ARMADAVb(Ton) L(m) M(ton*m) M/Vd t Cumple/No cumple

3.68 2.50 8.83 0.96 14 Cumple

3.60 2.50 5.76 0.64 14 Cumple4.69 3.00 7.51 0.533333333 14 Cumple2.09 2.00 3.34 0.8 14 Cumple6.18 3.50 9.89 0.457142857 14 Cumple0.41 1.00 0.66 1.6 10 Cumple3.77 2.50 6.03 0.64 14 Cumple1.22 1.50 1.95 1.066666667 10 Cumple4.86 4.00 7.77 0.4 14 Cumple2.91 3.00 4.66 0.533333333 14 Cumple0.68 1.50 1.09 1.066666667 10 Cumple4.62 4.00 7.39 0.4 14 Cumple0.64 1.50 1.02 1.066666667 10 Cumple3.76 3.50 6.01 0.457142857 14 Cumple2.05 2.50 3.28 0.64 14 Cumple0.79 1.60 1.26 1 10 Cumple4.93 4.00 7.89 0.4 14 Cumple

Peso Muro (kg) Cargas Axiales Pu (Ton)

A. Confinada A. Armada A. Confinada A. Armada244.60 1253.40 3360 2880 9.02 8.54339.64 1740.40 3360 2880 11.36 10.88727.33 3727.02 4032 3456 18.63 18.05309.92 1588.13 2688 2304 9.10 8.72643.91 3299.58 4704 4032 17.88 17.20226.09 1158.53 1344 1152 6.27 6.0891.62 469.50 3360 2880 5.79 5.3157.07 292.46 2016 1728 3.58 3.29

207.59 1063.75 5376 4608 10.29 9.52345.77 1771.82 4032 3456 11.28 10.7155.91 286.51 2016 1728 3.56 3.27

438.66 2247.80 5376 4608 14.98 14.21266.37 1364.93 2016 1728 7.29 7.00629.82 3227.37 4704 4032 16.37 15.70341.89 1751.93 3360 2880 9.86 9.38471.83 2417.81 2150.4 1843.2 10.89 10.58237.70 1218.05 5376 4608 11.06 10.30

Sobrecarga techo (kg)

Sobrecarga Losa (kg)

ALBAÑILERIA CONFINADAKzz Kxy' Kxz' Kyz'

154311.25 0.00 0.00 -17711.17102839.49 0.00 0.00 -14458.6712757.12 0.00 0.00 -6038.443756.62 0.00 0.00 -2193.4631010.54 0.00 0.00 10740.1412613.94 0.00 0.00 1707.51

219334.31 0.00 0.00 21115.5271034.74 0.00 0.00 6838.5861807.97 0.00 -16853.60 0.0013426.21 0.00 -6194.77 0.004684.03 0.00 -1756.06 0.0012775.91 0.00 -7662.43 0.00

72.85 0.00 219.01 0.0012493.16 0.00 6816.97 0.006827.45 0.00 3725.44 0.004185.60 0.00 1794.35 0.00

86267.94 0.00 19911.10 0.00

ALBAÑILERIA CONFINADAKzz Kxy' Kxz' Kyz'

424355.94 0 0 -48705.72282808.61 0 0 -39761.3635082.07 0 0 -16605.7210330.71 0 0 -6032.0085278.98 0 0 29535.3834688.33 0 0 4695.64

603169.35 0 0 58067.68195345.54 0 0 18806.10169971.92 0 -46347.41 036922.06 0 -17035.62 012881.08 0 -4829.18 035133.74 0 -21071.68 0

200.35 0 602.27 034356.18 0 18746.66 018775.50 0 10244.97 011510.40 0 4934.46 0

237236.85 0 54755.53 0

Albañilería Confinada Albañilería ArmadaQdiseño Muro Qdiseño

1.08 1 0.450.88 2 0.370.37 3 0.150.13 4 0.060.65 5 0.270.10 6 0.041.28 7 0.540.42 8 0.171.03 9 0.430.38 10 0.160.11 11 0.040.47 12 0.200.01 13 0.010.41 14 0.170.23 15 0.100.11 16 0.051.21 17 0.51

Albañilería ConfinadaSismo Y

49.30-20.97

6.08432E-05

-2.5881E-05Albañilería Armada

Sismo Y32.48-4.30

1.4579E-05

-1.9304E-06

Cumple/No cumple

2

Compresión

MURO Confinada ArmadaMuro Largo(m) P(Ton) P(Ton) hconf harm

1 2.50 9.01622901 8.53622901 2.20 2.402 2.50 11.3618071 10.8818071 2.20 2.403 3.00 18.6307364 18.0547364 2.20 2.404 2.00 9.10432094 8.72032094 1.80 2.005 3.50 17.8767266 17.2047266 2.20 2.406 1.00 6.27474527 6.08274527 0.80 1.007 2.50 5.78855569 5.30855569 2.20 2.408 1.50 3.57953677 3.29153677 1.30 1.509 4.00 10.2903542 9.52235424 2.20 2.40

10 3.00 11.2811617 10.7051617 2.20 2.4011 1.50 3.55804109 3.27004109 1.30 1.5012 4.00 14.9758842 14.2078842 2.20 2.4013 1.50 7.28794115 6.99994115 1.30 1.5014 3.50 16.3714389 15.6994389 2.20 2.4015 2.50 9.86225058 9.38225058 2.20 2.4016 1.60 10.8911277 10.5839277 1.40 1.6017 4.00 11.0647604 10.2967604 2.20 2.40

Ladrillo FIscal (NCh 2123 of 1997 mod 2003)f'm 1.5 Mpa 150 ton/m2fp 4 Mpa 400 ton/m2Em 1500 Mpa 1.50E+05 ton/m2Gm 450 Mpa 45000 ton/m2tm 0.25 Mpa 25 ton/m2

Esfuerzo de corte admisibleALBAÑILERIA CONFINADAMuro Va 0.35*tm Va

1 8.63519328 8.75 8.635193282 9.38577826 8.75 8.753 10.7181964 8.75 8.754 9.39172838 8.75 8.755 9.83610895 8.75 8.756 10.7697962 8.75 8.757 7.60233782 8.75 7.602337828 7.65908628 8.75 7.659086289 7.80807085 8.75 7.80807085

10 8.75830979 8.75 8.7511 7.64762191 8.75 7.64762191

12 8.74517683 8.75 8.7451768313 9.63690195 8.75 8.7514 9.49204319 8.75 8.7515 8.90592019 8.75 8.7516 11.1955639 8.75 8.7517 7.96295208 8.75 7.96295208

Conf ArmadaNa(ton/m2) Fa(ton/m2) P/Ag(Ton/m2P/Ag CONFINADA ARMADA

57.04 25.74 24.0432774 22.7632774 Cumple Cumple57.04 25.74 30.2981522 29.0181522 Cumple no cumple57.04 25.74 41.4016363 40.1216363 Cumple no cumple58.38 26.48 30.3477365 29.0677365 Cumple no cumple57.04 25.74 34.0509079 32.7709079 Cumple no cumple59.86 27.37 41.8316351 40.5516351 Cumple no cumple57.04 25.74 15.4361485 14.1561485 Cumple Cumple59.39 27.07 15.9090523 14.6290523 Cumple Cumple57.04 25.74 17.1505904 15.8705904 Cumple Cumple57.04 25.74 25.0692482 23.7892482 Cumple Cumple59.39 27.07 15.8135159 14.5335159 Cumple Cumple57.04 25.74 24.959807 23.679807 Cumple Cumple59.39 27.07 32.3908496 31.1108496 Cumple no cumple57.04 25.74 31.1836932 29.9036932 Cumple no cumple57.04 25.74 26.2993349 25.0193349 Cumple Cumple59.24 26.98 45.3796989 44.0996989 Cumple no cumple57.04 25.74 18.4412674 17.1612674 Cumple Cumple

Ladrillo MqHv (NCh 1928 of 93 Mod 2009)f'm 2.75 Mpa 275 Ton/m2fp 11 Mpa 1100 Ton/m2Em 2750 Mpa 275000 Ton/m2Gm 825 Mpa 82500 Ton/m2tm 0.5 Mpa 50 Ton/m2

esfuerzo de corte admisibleALBAÑILERIAARMADAmuro Va(Ton/m2)

1 142 143 144 145 146 147 148 149 14

10 1411 14

12 1413 1414 1415 1416 1417 14

Confinada

MURO

Muro N(Ton) M(Ton-m) e eadm

1 2.50 9.02 7.81 0.87 0.482 2.50 11.36 5.47 0.48 0.483 3.00 18.63 7.69 0.41 0.574 2.00 9.10 3.45 0.38 0.405 3.50 17.88 11.43 0.64 0.656 1.00 6.27 0.85 0.14 0.237 2.50 5.79 8.26 1.43 0.488 1.50 3.58 2.68 0.75 0.329 4.00 10.29 9.73 0.95 0.73

10 3.00 11.28 5.48 0.49 0.5711 1.50 3.56 1.31 0.37 0.3212 4.00 14.98 8.51 0.57 0.7313 1.50 7.29 1.10 0.15 0.3214 3.50 16.37 6.81 0.42 0.6515 2.50 9.86 3.72 0.38 0.4816 1.60 10.89 1.45 0.13 0.3317 4.00 11.06 9.65 0.87 0.73

Armada

MURO

Muro N(ton) M(Ton-m) e eadm

1.00 2.50 8.54 6.72 0.79 0.202.00 2.50 10.88 4.32 0.40 0.133.00 3.00 18.05 5.38 0.30 0.124.00 2.00 8.72 2.38 0.27 0.115.00 3.50 17.20 7.14 0.42 0.146.00 1.00 6.08 0.49 0.08 0.087.00 2.50 5.31 4.65 0.88 0.218.00 1.50 3.29 1.51 0.46 0.149.00 4.00 9.52 5.78 0.61 0.17

10.00 3.00 10.71 3.39 0.32 0.1211.00 1.50 3.27 0.80 0.24 0.1112.00 4.00 14.21 5.33 0.38 0.1313.00 1.50 7.00 0.72 0.10 0.0814.00 3.50 15.70 4.34 0.28 0.1115.00 2.50 9.38 2.37 0.25 0.1116.00 1.60 10.58 0.92 0.09 0.0817.00 4.00 10.30 5.93 0.58 0.16

Largo(m)

Largo(m)

0

Triangular 17.16 20.00 Cumple No Cumple 15.62Trapezoidal 13.03 20.00 Cumple Cumple 10.94Trapezoidal 15.79 20.00 Cumple Cumple 15.38Trapezoidal 12.31 20.00 Cumple Cumple 6.89Trapezoidal 15.15 20.00 Cumple Cumple 22.86Trapezoidal 11.79 20.00 Cumple Cumple 1.70Triangular 280.26 20.00 No Cumple No Cumple 16.52Triangular 19.63 20.00 Cumple No Cumple 5.35Triangular 9.11 20.00 Cumple Cumple 19.45Trapezoidal 10.27 20.00 Cumple Cumple 10.97Triangular 6.78 20.00 Cumple Cumple 2.61Trapezoidal 10.07 20.00 Cumple Cumple 17.02Trapezoidal 9.43 20.00 Cumple Cumple 2.20Trapezoidal 11.47 20.00 Cumple Cumple 13.61Trapezoidal 10.09 20.00 Cumple Cumple 7.44Trapezoidal 12.70 20.00 Cumple Cumple 2.90Triangular 9.26 20.00 Cumple Cumple 19.30

M

Triangular 14.32 20.00 Cumple No Cumple 9.60Triangular 11.48 20.00 Cumple Cumple 6.18Triangular 14.31 20.00 Cumple Cumple 7.68Triangular 10.46 20.00 Cumple Cumple 3.41Triangular 12.45 20.00 Cumple Cumple 10.20Triangular 10.92 20.00 Cumple Cumple 0.71Triangular 10.27 20.00 Cumple No Cumple 6.64Triangular 7.42 20.00 Cumple No Cumple 2.15Triangular 6.64 20.00 Cumple Cumple 8.26Triangular 8.60 20.00 Cumple Cumple 4.84Triangular 5.14 20.00 Cumple Cumple 1.14Triangular 8.65 20.00 Cumple Cumple 7.62Triangular 9.18 20.00 Cumple Cumple 1.03Triangular 10.43 20.00 Cumple Cumple 6.21Triangular 8.71 20.00 Cumple Cumple 3.39Triangular 12.88 20.00 Cumple Cumple 1.31Triangular 7.04 20.00 Cumple Cumple 8.47

Tension inducida

Tensión admisible

cumple por tensiones

7.2.1 NCh 433

Tensión inducida

Tensión admisible

Cumple por tensiones

7.2.1 NCh433

AX3l/2-3e

14.32