SILVA

AREAS TRIBUTARIASUNIVERSIDAD NACIONAL DEL ALTIPLANOFACULTAD DE INGENIERIA CIVIL Y ARQUITECTURA

TRABAJO ENCARGADO DEL CURSO DE ALBAILERIA ESTRUCTURALCURSO ESPECIAL

FERNANDO LEONIDAS SILVA CERDAN

DETERMINACIN DE LAS AREAS TRIBUTARIAS

DETALLEMUROLONGITUDAREA(m2)sogaX012.173.74sogaX022.823.82sogaX032.173.74sogaX040.570.00sogaX050.570.00sogaX063.024.63sogaX073.024.63sogaX084.2914.12sogaX092.821.55sogaX104.2914.12sogaX114.2913.43sogaX124.2913.43sogaX130.860.00sogaX140.860.00sogaX152.952.37sogaX162.431.63sogaX170.780.56sogaX180.780.56sogaX192.431.63sogaX202.952.37

48.3686.35sogaY14.555.70sogaY23.627.78sogaY32.575.05sogaY43.345.70sogaY52.575.05sogaY63.627.78sogaY74.555.70sogaY81.080.66sogaY93.978.51sogaY103.978.51sogaY111.832.27sogaY121.594.15sogaY132.344.32sogaY141.473.83sogaY151.474.34sogaY162.343.80sogaY171.594.15sogaY181.832.27

48.3089.590.06total de area175.9AREA TOTAL DE LOZAANCHOLARGOAREA10.8517184.45

AREA DE ESCALERA ANCHOLARGOAREA3.152.78.505AREA TOTAL DE LOZA SIN AREA DE ESCALEA

175.9

PESO Y CEN.MASACALCULO DEL CENTRO DE MASAS y PESO DEL PROYECTO DE VIVIENDA

PRIMER NIVEL

MUROALTURALONGITUDESPESORXcgYcgPP*XcgP*YcgX012.42.170.123.19510.9101.1253.59412.273X022.42.820.128.56010.9101.46212.51415.949X032.42.170.1213.92510.9101.12515.66512.273X042.40.570.125.2188.4600.2951.5422.500X052.40.570.1211.9038.4600.2953.5172.500X062.43.020.126.9937.5101.56610.94711.757X072.43.020.1210.1287.5101.56615.85511.757ESPESOR MINIMO DEL MUROX082.44.290.122.1436.3602.2244.76514.144h=2.40mX092.42.820.128.5606.3601.46212.5149.298t ht=0.12mX102.44.290.1214.9786.3602.22433.30914.14420X112.44.290.122.1433.2102.2244.7657.139X122.44.290.1214.9783.2102.22433.3097.139DETALLE DE ESCALERASX132.40.860.126.7181.4100.4462.9950.629X142.40.860.1210.4031.4100.4464.6380.629CARGAS MUERTASX152.42.950.121.4750.0601.5292.2560.092w=0,652w=0,559X162.42.430.124.2850.0601.2605.3980.076carga distribuidaX172.40.780.126.0100.0600.4042.4300.024X182.40.780.1211.1100.0600.4044.4920.024 R=0,8700tonX192.42.430.1212.8350.0601.26016.1680.076X202.42.950.1215.6450.0601.52923.9260.092

48.36Y12.44.550.120.0608.6952.3590.14220.5091,425m1,575mY22.43.620.124.2109.0431.8777.90116.969R=0,9396tonPY32.42.570.125.569.6851.3327.40812.903PESO DE ESCALERA1.8TONY42.43.340.128.569.1801.73114.82115.895Y52.42.570.1211.569.6851.33215.40112.903CARGAS VIVASY62.43.620.1212.919.0431.87724.22716.969Y72.44.550.1217.068.6952.35940.24020.509con 0,25ton/m2Y82.41.080.128.566.9650.5604.7933.900Y92.43.970.127.214.3182.05814.8398.886w=0,250Y102.43.970.129.914.3182.05820.3958.886carga distribuidaY112.41.830.120.062.2350.9490.0572.120Y122.41.590.123.010.7930.8242.4810.653 R=0,3750tonY132.42.340.125.561.1681.2136.7451.416Y142.41.470.127.210.7350.7625.4940.560Y152.41.470.129.910.7350.7627.5520.560Y162.42.340.1211.561.1681.21314.0231.416Y172.41.590.1214.110.7930.82411.6300.653Y182.41.830.1217.062.2350.94916.1842.1201,425m1,575mR=0,3750ton48.30diferencia0.06SUMATORIAS:50.109428.929270.342PVivienda 0.251.50.375

ALFEIRZERALTURALONGITUDESPESORXcgYcgPP*XcgP*YcgX010.52.000.121.12010.9100.2160.2422.357X021.71.230.124.88510.9100.4522.2064.928X031.71.230.1212.23510.9100.4525.5264.928X040.52.000.1216.00010.9100.2163.4562.357X051.70.750.126.7750.0600.2751.8660.017X061.70.750.1210.3450.0600.2752.8490.017MURO NO PORTANTE7.96Y11.50.750.123.011.9600.2430.7310.476Y21.50.750.1214.111.9600.2433.4290.476Y311.200.120.060.7200.2590.0160.187Y411.200.1217.060.7200.2594.4220.1873.90SUMATORIAS:2.89124.74315.927EN LAS DIRECCIONES DE:

EN X:Xcm = SPx/SP =453.672=8.5652.99906

EN Y:Ycm = SPy/SP =286.269=5.4052.999

PESO DE LOZA CARGA MUERTA

Losa macizaESPESORANCHOLARGOPePxy0.1210.85172.453.128.565.4953.12PESO DE LOZA CARGA VIVA

Losa macizaANCHOLARGOPePVivienda 0.2510.85170.236.899.222536.89CARGA MUERTA TOTALCARGA VIVA TOTAL 25%

PESO DE ESCALERA3.6TONPESO DE ESCALERA0.375TONPESO DE MUROS50.109TONPESO DE LOZA 9.2225TONPESO DE LOZA 53.12TONPESO DE ALFEIZER2.89TON9.60ton109.721ton

SEGUNDO NIVEL

MUROALTURALONGITUDESPESORXcgYcgPP*XcgP*YcgX012.42.170.123.19510.9101.1253.59412.273X022.42.820.128.56010.9101.46212.51415.949X032.42.170.1213.92510.9101.12515.66512.273X042.40.570.125.2188.4600.2951.5422.500X052.40.570.1211.9038.4600.2953.5172.500X062.43.020.126.9937.5101.56610.94711.757X072.43.020.1210.1287.5101.56615.85511.757X082.44.290.122.1436.3602.2244.76514.144X092.42.820.128.5606.3601.46212.5149.298X102.44.290.1214.9786.3602.22433.30914.144X112.44.290.122.1433.2102.2244.7657.139X122.44.290.1214.9783.2102.22433.3097.139DETALLE DE ESCALERASX132.40.860.126.7181.4100.4462.9950.629X142.40.860.1210.4031.4100.4464.6380.629CARGAS MUERTASX152.42.950.121.4750.0601.5292.2560.092w=0,652w=0,559X162.42.430.124.2850.0601.2605.3980.076carga distribuidaX172.40.780.126.0100.0600.4042.4300.024X182.40.780.1211.1100.0600.4044.4920.024 R=0,8700tonX192.42.430.1212.8350.0601.26016.1680.076X202.42.950.1215.6450.0601.52923.9260.092

48.36Y12.44.550.120.0608.6952.3590.14220.5091,425m1,575mY22.43.620.124.2109.0431.8777.90116.969R=0,9396tonPY32.42.570.125.569.6851.3327.40812.903PESO DE ESCALERA1.8TONY42.43.340.128.569.1801.73114.82115.895Y52.42.570.1211.569.6851.33215.40112.903CARGAS VIVASY62.43.620.1212.919.0431.87724.22716.969Y72.44.550.1217.068.6952.35940.24020.509con 0,25ton/m2Y82.41.080.128.566.9650.5604.7933.900Y92.43.970.127.214.3182.05814.8398.886w=0,250Y102.43.970.129.914.3182.05820.3958.886carga distribuidaY112.41.830.120.062.2350.9490.0572.120Y122.41.590.123.010.7930.8242.4810.653 R=0,3750tonY132.42.340.125.561.1681.2136.7451.416Y142.41.470.127.210.7350.7625.4940.560Y152.41.470.129.910.7350.7627.5520.560Y162.42.340.1211.561.1681.21314.0231.416Y172.41.590.1214.110.7930.82411.6300.653Y182.41.830.1217.062.2350.94916.1842.1201,425m1,575mR=0,3750ton48.30diferencia0.06SUMATORIAS:50.109428.929270.342PVivienda 0.251.50.375

ALFEIRZERALTURALONGITUDESPESORXcgYcgPP*XcgP*YcgX010.52.000.121.12010.9100.2160.2422.357X021.71.230.124.88510.9100.4522.2064.928X031.71.230.1212.23510.9100.4525.5264.928X040.52.000.1216.00010.9100.2163.4562.357X051.70.750.126.7750.0600.2751.8660.017X061.70.750.1210.3450.0600.2752.8490.017MURO NO PORTANTE7.96Y11.50.750.123.011.9600.2430.7310.476Y21.50.750.1214.111.9600.2433.4290.476Y311.200.120.060.7200.2590.0160.187Y411.200.1217.060.7200.2594.4220.1873.90SUMATORIAS:2.89124.74315.927

EN LAS DIRECCIONES DE:

EN X:Xcm = SPx/SP =453.672=8.5652.99906

EN Y:Ycm = SPy/SP =286.269=5.4052.999

PESO DE LOZA CARGA MUERTA

Losa macizaESPESORANCHOLARGOPePxy0.1210.85172.453.128.565.4953.12PESO DE LOZA CARGA VIVA

Losa macizaANCHOLARGOPePVivienda 0.2510.85170.2
MARCIAL: MARCIAL:VIVIENDAS 200 Kg/m2carga viva segn reglamento36.899.222536.89CARGA MUERTA TOTALCARGA VIVA TOTAL 25%

PESO DE ESCALERA3.6TONPESO DE ESCALERA0.375TONPESO DE MUROS50.109TONPESO DE LOZA 9.2225TONPESO DE LOZA 53.12TONPESO DE ALFEIZER2.89TON9.60ton109.721ton

TERCER NIVEL

MUROALTURALONGITUDESPESORXcgYcgPP*XcgP*YcgX011.22.170.123.19510.9100.5621.7976.136X021.22.820.128.56010.9100.7316.2577.975X031.22.170.1213.92510.9100.5627.8326.136X041.20.570.125.2188.4600.1480.7711.250X051.20.570.1211.9038.4600.1481.7591.250X061.23.020.126.9937.5100.7835.4745.879X071.23.020.1210.1287.5100.7837.9285.879X081.24.290.122.1436.3601.1122.3827.072X092.42.820.128.5606.3601.46212.5149.298X101.24.290.1214.9786.3601.11216.6557.072X111.24.290.122.1433.2101.1122.3823.569X121.24.290.1214.9783.2101.11216.6553.569DETALLE DE ESCALERASX131.20.860.126.7181.4100.2231.4970.314X141.20.860.1210.4031.4100.2232.3190.314CARGAS MUERTASX151.22.950.121.4750.0600.7651.1280.046w=0,652w=0,559X161.22.430.124.2850.0600.6302.6990.038carga distribuidaX171.20.780.126.0100.0600.2021.2150.012X181.20.780.1211.1100.0600.2022.2460.012 R=0,8700tonX191.22.430.1212.8350.0600.6308.0840.038X201.22.950.1215.6450.0600.76511.9630.046

48.36Y11.24.550.120.0608.6951.1790.07110.2551,425m1,575mY21.23.620.124.2109.0430.9383.9508.485R=0,9396tonPY31.22.570.125.569.6850.6663.7046.452PESO DE ESCALERA1.8TONY41.23.340.128.569.1800.8667.4117.947Y51.22.570.1211.569.6850.6667.7016.452CARGAS VIVASY61.23.620.1212.919.0430.93812.1148.485Y71.24.550.1217.068.6951.17920.12010.255con 0,25ton/m2Y81.21.080.128.566.9650.2802.3961.950Y92.43.970.127.214.3182.05814.8398.886w=0,250Y102.43.970.129.914.3182.05820.3958.886carga distribuidaY111.21.830.120.062.2350.4740.0281.060Y121.21.590.123.010.7930.4121.2410.327 R=0,3750tonY131.22.340.125.561.1680.6073.3720.708Y141.21.470.127.210.7350.3812.7470.280Y151.21.470.129.910.7350.3813.7760.280Y161.22.340.1211.561.1680.6077.0110.708Y171.21.590.1214.110.7930.4125.8150.327Y181.21.830.1217.062.2350.4748.0921.0601,425m1,575mR=0,3750ton48.30diferencia0.06SUMATORIAS:27.843238.338148.705PVivienda 0.251.50.375

PARAPETOALTURALONGITUDESPESORXcgYcgPP*XcgP*YcgX010.916.680.128.56010.9103.24327.75735.377X020.916.680.128.5600.0603.24327.7570.195

Y010.910.970.120.0605.4852.1330.12811.697Y020.910.970.1217.0605.4852.13336.38211.697SUMATORIAS:10.75092.02358.966

ALFEIRZERALTURALONGITUDESPESORXcgYcgPP*XcgP*YcgX020.551.230.124.88510.9100.1460.7141.594X030.551.230.1212.23510.9100.1461.7881.594X050.550.750.126.7750.0600.0890.6040.005X060.550.750.1210.3450.0600.0890.9220.005MURO NO PORTANTE3.96Y10.30.750.123.011.9600.0490.1460.095Y20.30.750.1214.111.9600.0490.6860.0951.50SUMATORIAS:0.5684.8593.390

EN LAS DIRECCIONES DE:

EN X:Xcm = SPx/SP =243.197=8.5628.41091

EN Y:Ycm = SPy/SP =152.095=5.3928.411

PESO DE LOZA CARGA MUERTA

Losa macizaESPESORANCHOLARGOPePxy0.1210.85172.453.128.565.4953.12PESO DE LOZA CARGA VIVA

Losa macizaANCHOLARGOPePVivienda 0.2510.85170.1
MARCIAL: MARCIAL:para techo 100 Kg/m218.454.6112518.45CARGA MUERTA TOTALCARGA VIVA TOTAL 25%

PESO DE ESCALERA1.8TONPESO DE ESCALERA0.375TONPESO DE MUROS27.843TONPESO DE LOZA 4.61125TONPESO DE LOZA 53.12TONPESO DE ALFEIZER0.57TON4.99tonPESO DE PARAPETO10.75TON94.083ton

TANQUE ELEVADO

TANQUE DE AGUA

NUMERO DE DORMITORIOS POR DEPARTAMENTO

DOTACION DE AGUA

DORMITORIOS2LITROS POR DIA DEPARTAMENTOS6850 LT5100 LT3 NIVELESCANTIDAD DE AGUA5.1m3

DIMENSIONAMIENTO DE TANQUE ELEVADO

AREA DE DISTRIBUCIONh de agua=0.5mw de aguaWw=1000Kg/m3LARGO3.97ANCHO2.82TOTAL AREA11.20m2

PESO DE TANQUE CARGA VIVACARGA VIVA TOTAL 25%

PESO CARGA VIVA5100KgVivienda 0.255.1ton1.275ton

METRADO DE MUROS PARA TANQUEDETALLE DE ESCALERAS

MUROALTURALONGITUDESPESORXcgYcgPP*XcgP*YcgCARGAS MUERTASX091.202.820.128.5606.3600.7316.2574.649w=0,652w=0,559carga distribuida

Y91.203.850.127.2104.3780.9987.1954.368 R=0,8700tonY101.203.850.129.9104.3780.9989.8894.3682.72723.34113.386

EN LAS DIRECCIONES DE:1,425m1,575m EN X:Xcm = SPx/SP =23.341=8.56R=0,9396tonP2.72678PESO DE ESCALERA1.8TON

EN Y:Ycm = SPy/SP =13.386=4.91CARGAS VIVAS2.727con 0,25ton/m2PESO DE LOZA CARGA MUERTAw=0,250Losa macizaESPESORANCHOLARGOPePxycarga distribuida0.123.852.822.43.138.565.493.13 R=0,3750tonPESO DE LOZA CARGA VIVA

Losa macizaANCHOLARGOPePVivienda 0.253.852.820.1
MARCIAL: MARCIAL:para techo 100 Kg/m21.090.2714251.091,425m1,575mCARGA MUERTA TOTALCARGA VIVA TOTAL 25%R=0,3750ton

PESO DE ESCALERA1.8TONPESO DE ESCALERA0.1875TONPVivienda 0.25PESO DE MUROS2.727TONPESO DE LOZA 0.271425TON0.750.1875PESO DE LOZA 3.13TONAGUA DE TANQUE1.275TON1.73ton7.654ton

ESCALERAS

Carga diagonal de la frmula:

wpp = 2400*(0,17/2+0,12(1+(0,17/0,25)^2))cp = 0,17contrapasowpp =0.552p = 0,25pasoacabados =0.1t = 0,12garganta de escaleraentonces:wpp = 0,652ton/m

Carga horizontal de la frmula:

wpp=2,400*0,15*2,58/2e = 0,15losa de descanzowpp = 0,459a =2,58/2acabados =0.1entonces:wpp = 0,559ton/m

Luego de calcular sus reacciones:

DETALLE DE ESCALERAS

CARGAS MUERTASw=0,652w=0,559carga distribuida

R=0,8700ton

1,425m1,575mR=0,9396ton

CARGAS VIVAS

con 0,25ton/m2

w=0,250carga distribuida

R=0,3750ton

1,425m1,575mR=0,3750ton

PESO TOTAL DE ESTRUCTURA

PISO 1PISO 2PISO 3PISO 4CARGA MUERTA109.721109.72194.0837.654TONCARGA VIVA9.609.604.991.73TONPESO TOTAL 119.318119.31899.0699.388TON

ZUSCRANLISIS SSMICO DEL EDIFICIOCLCULO DE CORTANTES DE ENTRE PISOSe calcula la frmula:Vb = (ZUSC/R) * PDonde:Coeficiente de zonaZ = 0.40Factor de usoU =1.00Factor de sueloS =1.40Y el valor de C se calcula de la frmulaC = 2,5*(Tp/T)^(1,25) 2,5C = 2.5 (Tp/T); C2.5Siendo:T = hn /CTcon hn = 3*2.4 =7.2 y CT = 60
MARCIAL: MARCIAL:60 para muros de manposteria solo para muros de corte segn reglamentoT =
MARCIAL: MARCIAL:periodo fundamental0.12reemplazando en CC =
MARCIAL: MARCIAL:factor de anplificacion sismica31.03Como es mucho mayor que 2,5 adoptamosC =2.50Factor de reduccinR =6.00Peso de la edificacinP =347.09

luego reemplazando en:Vb = (ZUSC/R) * Pcarga muerta 100%+25% de carga viva Vb =0.2333333333 PVb =80.99Ton CLCULO DE FUERZAS VERTICALES PARA SISMO MODERADO

Usando la frmulaF = (Pihi/Spihi)*VCORTANTE DE TRASLACIONNivelhP TonPhVbFiVh(ton)49.69.3990.1280.994.394.3937.299.07713.3080.9934.7539.1424.8119.32572.7380.9927.9067.0412.4119.32286.3680.9913.9580.99sumatorias347.091662.5180.99

DENSIDAD MUROSVERIFICACIN DE LA DENSIDAD DE MUROSEl rea de toda la planta es 184.45m2 entonces se verifica el diseo del edificio con la frmula del reglamento

Donde:Factor de zona (moquegua esta en la zona 2):Z =0.40Factor de Uso (Vivienda):U =1.00Factor de Suelo (suelo flexible)S = 1.40Nmero de Pisos:N =3ancho 10.85largo17rea de la planta tpica :Ap =184.45m2

Entonces se debe cumplir en cada direccin:

=0.03PRIMER NIVEL

En el eje X-XDETALLEMATERIALMUROLONGITUDESPESORAREAsogaalbaileraX012.170.120.260sogaalbaileraX022.820.120.338sogaalbaileraX032.170.120.260sogaalbaileraX040.570.120.068sogaalbaileraX050.570.120.068sogaalbaileraX063.020.120.362sogaalbaileraX073.020.120.362sogaalbaileraX084.290.120.515sogaalbaileraX092.820.120.338sogaalbaileraX104.290.120.515sogaalbaileraX114.290.120.515sogaalbaileraX124.290.120.515sogaalbaileraX130.860.120.103sogaalbaileraX140.860.120.103sogaalbaileraX152.950.120.354sogaalbaileraX162.430.120.292sogaalbaileraX170.780.120.094sogaalbaileraX180.780.120.094sogaalbaileraX192.430.120.292sogaalbaileraX202.950.120.354sogaalbaileraEn el eje Y-Y48.36TOTAL X5.803sogaalbaileraY14.550.120.546sogaalbaileraY23.620.120.4344sogaalbaileraY32.570.120.3084sogaalbaileraY43.340.120.4008sogaalbaileraY52.570.120.3084sogaalbaileraY63.620.120.4344sogaalbaileraY74.550.120.546sogaalbaileraY81.080.120.1296sogaalbaileraY93.970.120.4764sogaalbaileraY103.970.120.4764sogaalbaileraY111.830.120.2196sogaalbaileraY121.590.120.1908sogaalbaileraY132.340.120.2808sogaalbaileraY141.470.120.1764sogaalbaileraY151.470.120.1764sogaalbaileraY162.340.120.2808sogaalbaileraY171.590.120.1908sogaalbaileraY181.830.120.2196sogaalbailera48.30TOTAL Y5.796DIFERENCIA0.06

TOTAL11.599m2

CONCLUSIN:

Como se tiene de la frmula:y de las tablas

En X-XSmuros en x5.803Area Ap184.450Sm en x/Ap0.0310.03CUNPLE

En Y-YSmuros en y5.796Area Ap184.450Sm en y/Ap0.0310.03CUNPLE

CEN.RIG Y CORE. DIRCCENTROS DE RIGIDEZ Y CORTANTES DIRECTAS POR PISOCENTRO DE RIGIDEZ PRIMER PISOk=rigides del murot=espesor del muro perpendicular ala direccion analizadah =2.4h=altura de murofm=resistencia ala conprecion axial de albaileriaL=longitud de muro paralela al muro analizadofm=65 Kg/cm2 o 650 kg/m2albaileria confinadaEN LA DIRECCION X-XEm=Modulos de elasticidad de albaileriafm=100 Kg/cm2 o 1000 Kg/m2de enplearce muros de albaileria armadafm=85 Kg/cm2 o 850 Kg/m2albaileria armada con bloques nacionales de concretro bibradoCORTANTE POR TRASLACION O DIRECTOresistencia de las pilas es.MUROALTURALONGITUDESPESOREmKxKYXcgYcgKx *YcgKy*Xcg%Kx%KYVVXVYV%X012.42.170.125000006873.333.83.210.974987.69108.130.030.0080.992.60.013.24%fm=1000 Kg/m2X022.42.820.1250000011954.744.08.610.9130426.30376.470.060.0080.994.50.025.63%Em=500000 Kg/m2X032.42.170.125000006873.333.813.910.974987.69471.260.030.0080.992.60.013.24%X042.40.570.12500000192.88.95.28.51631.0146.380.000.0080.990.10.000.09%X052.40.570.12500000192.88.911.98.51631.01105.810.000.0080.990.10.000.09%X062.43.020.1250000013662.247.17.07.5102602.96329.340.060.0080.995.20.026.44%X072.43.020.1250000013662.247.110.17.5102602.96477.000.060.0080.995.20.026.44%X082.44.290.1250000025224.066.92.16.4160424.94143.350.120.0080.999.60.0311.89%X092.42.820.1250000011954.744.08.66.476032.20376.470.060.0080.994.50.025.63%X102.44.290.1250000025224.066.915.06.4160424.941002.080.120.0080.999.60.0311.89%X112.44.290.1250000025224.066.92.13.280969.19143.350.120.0080.999.60.0311.89%X122.44.290.1250000025224.066.915.03.280969.191002.080.120.0080.999.60.0311.89%X132.40.860.12500000629.513.46.71.4887.6590.100.000.0080.990.20.010.30%X142.40.860.12500000629.513.410.41.4887.65139.520.000.0080.990.20.010.30%X152.42.950.1250000013058.846.01.50.1783.5367.860.060.0080.995.00.026.15%X162.42.430.125000008802.037.94.30.1528.12162.390.040.0080.993.30.014.15%X172.40.780.12500000477.112.26.00.128.6373.110.000.0080.990.20.000.22%X182.40.780.12500000477.112.211.10.128.63135.150.000.0080.990.20.000.22%X192.42.430.125000008802.037.912.80.1528.12486.420.040.0080.993.30.014.15%X202.42.950.1250000013058.846.015.60.1783.53719.790.060.0080.995.00.026.15%212197.2754.21052145.946456.041.00.080.700.29100%EN LA DIRECCION Y-YMUROALTURALONGITUDESPESOREmKxKYXcgYcgKx *YcgKy*Xcg%Kx%KYVVXVYV%Y12.44.550.1250000070.9627656.820.18.7617.001659.410.000.1380.990.0310.4913.00%Y22.43.620.1250000056.4619019.854.29.0510.5180073.550.000.0980.990.027.218.94%Y32.42.570.1250000040.089902.415.69.7388.1955057.400.000.0580.990.023.764.65%Y42.43.340.1250000052.0916484.618.69.2478.18141108.270.000.0880.990.026.257.75%Y52.42.570.1250000040.089902.4111.69.7388.19114471.860.000.0580.990.023.764.65%Y62.43.620.1250000056.4619019.8512.99.0510.51245546.200.000.0980.990.027.218.94%Y72.44.550.1250000070.9627656.8217.18.7617.00471825.410.000.1380.990.0310.4913.00%Y82.41.080.1250000016.841186.658.67.0117.3110157.740.000.0180.990.010.450.56%Y92.43.970.1250000061.9222244.167.24.3267.32160380.390.000.1080.990.028.4410.46%Y102.43.970.1250000061.9222244.169.94.3267.32220439.620.000.1080.990.028.4410.46%Y112.41.830.1250000028.544630.630.12.263.79277.840.000.0280.990.011.762.18%Y122.41.590.1250000024.803281.453.00.819.659877.150.000.0280.990.011.241.54%Y132.42.340.1250000036.498116.255.61.242.6145126.380.000.0480.990.013.083.81%Y142.41.470.1250000022.932689.907.20.716.8519394.170.000.0180.990.011.021.26%Y152.41.470.1250000022.932689.909.90.716.8526656.900.000.0180.990.011.021.26%Y162.42.340.1250000036.498116.2511.61.242.6193823.900.000.0480.990.013.083.81%Y172.41.590.1250000024.803281.4514.10.819.6546301.200.000.0280.990.011.241.54%Y182.41.830.1250000028.544630.6317.12.263.7978998.500.000.0280.990.011.762.18%753.3212754.24447.31821175.880.01.00.28680.70100%

RIGIDES DEL MUROSUMA TOTAL X,Y212950.5213508.41056593.31827631.980.9980.99

=8.56

=4.96

CENTRO DE RIGIDEZ SEGUNDO PISO

h =2.4

MUROALTURALONGITUDESPESOREmKxKYXcgYcgKx *YcgKy*Xcg%Kx%KYVVXVYV%X012.42.170.125000006873.333.83.210.974987.69108.130.030.0067.042.20.013.24%X022.42.820.1250000011954.744.08.610.9130426.30376.470.060.0067.043.80.015.63%X032.42.170.125000006873.333.813.910.974987.69471.260.030.0067.042.20.013.24%X042.40.570.12500000192.88.95.28.51631.0146.380.000.0067.040.10.000.09%X052.40.570.12500000192.88.911.98.51631.01105.810.000.0067.040.10.000.09%X062.43.020.1250000013662.247.17.07.5102602.96329.340.060.0067.044.30.016.44%X072.43.020.1250000013662.247.110.17.5102602.96477.000.060.0067.044.30.016.44%X082.44.290.1250000025224.066.92.16.4160424.94143.350.120.0067.047.90.0211.89%X092.42.820.1250000011954.744.08.66.476032.20376.470.060.0067.043.80.015.63%X102.44.290.1250000025224.066.915.06.4160424.941002.080.120.0067.047.90.0211.89%X112.44.290.1250000025224.066.92.13.280969.19143.350.120.0067.047.90.0211.89%X122.44.290.1250000025224.066.915.03.280969.191002.080.120.0067.047.90.0211.89%X132.40.860.12500000629.513.46.71.4887.6590.100.000.0067.040.20.000.30%X142.40.860.12500000629.513.410.41.4887.65139.520.000.0067.040.20.000.30%X152.42.950.1250000013058.846.01.50.1783.5367.860.060.0067.044.10.016.15%X162.42.430.125000008802.037.94.30.1528.12162.390.040.0067.042.80.014.15%X172.40.780.12500000477.112.26.00.128.6373.110.000.0067.040.20.000.22%X182.40.780.12500000477.112.211.10.128.63135.150.000.0067.040.20.000.22%X192.42.430.125000008802.037.912.80.1528.12486.420.040.0067.042.80.014.15%X202.42.950.1250000013058.846.015.60.1783.53719.790.060.0067.044.10.016.15%212197.2754.21052145.946456.041.00.066.800.24100%

MUROALTURALONGITUDESPESOREmKxKYXcgYcgKx *YcgKy*Xcg%Kx%KYVVXVYV%Y12.44.550.1250000070.9627656.820.18.7617.001659.410.000.1367.040.028.6813.00%Y22.43.620.1250000056.4619019.854.29.0510.5180073.550.000.0967.040.025.978.94%Y32.42.570.1250000040.089902.415.69.7388.1955057.400.000.0567.040.013.114.65%Y42.43.340.1250000052.0916484.618.69.2478.18141108.270.000.0867.040.025.187.75%Y52.42.570.1250000040.089902.4111.69.7388.19114471.860.000.0567.040.013.114.65%Y62.43.620.1250000056.4619019.8512.99.0510.51245546.200.000.0967.040.025.978.94%Y72.44.550.1250000070.9627656.8217.18.7617.00471825.410.000.1367.040.028.6813.00%Y82.41.080.1250000016.841186.658.67.0117.3110157.740.000.0167.040.010.370.56%Y92.43.970.1250000061.9222244.167.24.3267.32160380.390.000.1067.040.026.9810.46%Y102.43.970.1250000061.9222244.169.94.3267.32220439.620.000.1067.040.026.9810.46%Y112.41.830.1250000028.544630.630.12.263.79277.840.000.0267.040.011.452.18%Y122.41.590.1250000024.803281.453.00.819.659877.150.000.0267.040.011.031.54%Y132.42.340.1250000036.498116.255.61.242.6145126.380.000.0467.040.012.553.81%Y142.41.470.1250000022.932689.907.20.716.8519394.170.000.0167.040.010.841.26%Y152.41.470.1250000022.932689.909.90.716.8526656.900.000.0167.040.010.841.26%Y162.42.340.1250000036.498116.2511.61.242.6193823.900.000.0467.040.012.553.81%Y172.41.590.1250000024.803281.4514.10.819.6546301.200.000.0267.040.011.031.54%Y182.41.830.1250000028.544630.6317.12.263.7978998.500.000.0267.040.011.452.18%753.3212754.24447.31821175.880.01.00.2466.80100%

RIGIDES DEL MUROSUMA TOTAL X,Y212950.5213508.41056593.31827631.967.0467.04

=8.56

=4.96

CENTRO DE RIGIDEZ TERCER PISO

h =1.2

MUROALTURALONGITUDESPESOREmKxKYXcgYcgKx *YcgKy*Xcg%Kx%KYVVXVYV%X011.22.170.1250000025691.3269.23.210.9280292.34860.190.040.0039.141.70.024.37%X021.22.820.1250000037859.4349.98.610.9413045.682994.940.060.0039.142.50.026.43%X031.22.170.1250000025691.3269.213.910.9280292.343749.040.040.0039.141.70.024.37%X041.20.570.125000001374.970.75.28.511631.79368.980.000.0039.140.10.000.23%X051.20.570.125000001374.970.711.98.511631.79841.740.000.0039.140.10.000.23%X061.23.020.1250000041580.0374.77.07.5312266.002620.020.070.0039.142.70.037.07%X071.23.020.1250000041580.0374.710.17.5312266.003794.670.070.0039.142.70.037.07%X082.44.290.1250000025224.066.92.16.4160424.94143.350.040.0039.141.70.004.29%X091.22.820.1250000037859.4349.98.66.4240785.562994.940.060.0039.142.50.026.43%X101.24.290.1250000064745.5532.315.06.4411781.117971.900.110.0039.144.30.0411.00%X111.24.290.1250000064745.5532.32.13.2207832.921140.360.110.0039.144.30.0411.00%X121.24.290.1250000064745.5532.315.03.2207832.927971.900.110.0039.144.30.0411.00%X131.20.860.125000003985.9106.76.71.45620.14716.760.010.0039.140.30.010.68%X141.20.860.125000003985.9106.710.41.45620.141109.940.010.0039.140.30.010.68%X151.22.950.1250000040279.9366.01.50.12416.79539.860.070.0039.142.70.036.85%X161.22.430.1250000030562.5301.54.30.11833.751291.880.050.0039.142.00.025.19%X171.20.780.125000003128.196.86.00.1187.69581.610.010.0039.140.20.010.53%X181.20.780.125000003128.196.811.10.1187.691075.160.010.0039.140.20.010.53%X191.22.430.1250000030562.5301.512.80.11833.753869.610.050.0039.142.00.025.19%X201.22.950.1250000040279.9366.015.60.12416.795726.150.070.0039.142.70.036.85%588384.55534.62870200.1550362.981.00.038.800.38100%

MUROALTURALONGITUDESPESOREmKxKYXcgYcgKx *YcgKy*Xcg%Kx%KYVVXVYV%Y11.24.550.12500000564.5269397.260.18.74908.474163.840.000.1239.140.044.7912.35%Y21.23.620.12500000449.1352623.214.29.04061.27221543.710.000.0939.140.033.639.37%Y31.22.570.12500000318.8633186.305.69.73088.15184515.820.000.0639.140.022.295.91%Y41.23.340.12500000414.3947492.668.69.23804.12406537.200.000.0839.140.033.288.45%Y51.22.570.12500000318.8633186.3011.69.73088.15383633.620.000.0639.140.022.295.91%Y61.23.620.12500000449.1352623.2112.99.04061.27679365.620.000.0939.140.033.639.37%Y71.24.550.12500000564.5269397.2617.18.74908.471183917.310.000.1239.140.044.7912.35%Y81.21.080.12500000134.006802.498.67.0933.2858229.300.000.0139.140.010.471.21%Y92.43.970.1250000061.9222244.167.24.3267.32160380.390.000.0439.140.001.533.96%Y102.43.970.1250000061.9222244.169.94.3267.32220439.620.000.0439.140.001.533.96%Y111.21.830.12500000227.0519385.730.12.2507.451163.140.000.0339.140.011.343.45%Y121.21.590.12500000197.2715061.413.00.8156.3445334.840.000.0339.140.011.042.68%Y131.22.340.12500000290.3228875.065.61.2338.95160545.340.000.0539.140.021.995.14%Y141.21.470.12500000182.3812973.137.20.7134.0593536.270.000.0239.140.010.892.31%Y151.21.470.12500000182.3812973.139.90.7134.05128563.730.000.0239.140.010.892.31%Y161.22.340.12500000290.3228875.0611.61.2338.95333795.700.000.0539.140.021.995.14%Y171.21.590.12500000197.2715061.4114.10.8156.34212516.470.000.0339.140.011.042.68%Y181.21.830.12500000227.0519385.7317.12.2507.45330720.480.000.0339.140.011.343.45%5131.3561787.731661.44808902.390.01.00.3438.76100%

RIGIDES DEL MUROSUMA TOTAL X,Y593515.8567322.32901861.54859265.439.1439.14

=8.57

=4.89

CENTRO DE RIGIDEZ TANQUE ELEVADO

h =1.2

MUROALTURALONGITUDESPESOREmKxKYXcgYcgKx *YcgKy*Xcg%Kx%KYVVXVYV%X091.202.820.1250000037859.4349.98.66.4240785.562994.940.250.274.391.11.18100.00%

37859.4349.9240785.562994.940.20.31.101.18100%

Y91.203.850.1250000056808.1477.77.24.4248677.673443.980.380.374.391.61.6150.00%Y101.203.850.1250000056808.1477.79.94.4248677.674733.680.380.374.391.61.6150.00%113616.3955.3497355.38177.670.80.73.293.21100%

RIGIDES DEL MUROSUMA TOTAL X,Y151475.71305.2738140.911172.64.394.39

=8.56

=4.87

EXCEN Y TORS

CLCULO DE EXCENTRICIDADES Y CORTANTES POR TORSION

PISOXcmYcmXcrYcrPRIMER8.565.408.564.96SEGUNDO8.565.408.564.96TERCER8.565.398.574.89CUARTO8.564.918.564.87

EXCENTRICIDADES ACCIDENTALES Y DE DISEOLx=17.0000LY=10.8500ex=ey=exacc=eyacc=PISOXcm-XcrYcm-Ycr0.05Lx0.05LyPRIMER0.000.440.850.54SEGUNDO0.000.440.850.54TERCER0.010.500.850.54CUARTO0.000.040.850.54

En ex i ey se toma la diferencia positiva de los centros de masas y gravedadDECISIN TOMANDO VALORES ABSOLUTOS

ex=ey=exacc=eyacc=PISOXcm-XcrYcm-Ycr0.05Lx0.05Lye de pisoPRIMER0.000.440.850.540.85SEGUNDO0.000.440.850.540.85TERCER0.010.500.850.540.85CUARTO0.000.040.850.540.85

MOMENTOS TORSORES

PISOFieMiPRIMER13.950.8511.86SEGUNDO27.900.8523.72TERCER34.750.8529.54CUARTO4.390.853.73

CORTANTES POR TORSION PRIMER PISO

EN LA DIRECCION X-XMOMENTO POLAR DE INERCIAMURODETALLESKX(Ycgi-Ycr)KX*(Ycgi-Ycr)KY(Xcgi-Xcr)KY*(Xcgi-Xcr)JMVx torVy torX01soga6873.305.9540884.533.84-5.4-181.613680171.1511.860.04-0.00X02soga11954.755.9571110.643.980.00.07534710.7711.860.110.00X03soga6873.305.9540884.533.845.4181.613680171.1511.860.040.00X04soga192.793.50674.48.89-3.3-29.74991513.8011.860.00-0.00X05soga192.793.50674.48.893.329.74991513.8011.860.000.00X06soga13662.182.5534815.547.10-1.6-73.81907483.4511.860.22-0.00X07soga13662.182.5534815.547.101.673.81907483.4511.860.220.00X08soga25224.051.4035271.266.91-6.4-429.49209574.3411.860.05-0.00X09soga11954.751.4016716.543.980.00.0416378.9211.860.480.00X10soga25224.051.4035271.266.916.4429.49209574.3411.860.050.00X11soga25224.05-1.75-44184.666.91-6.4-429.49446612.7511.86-0.06-0.00X12soga25224.05-1.75-44184.666.916.4429.49446612.7511.86-0.060.00X13soga629.54-3.55-2235.913.41-1.8-24.73411076.4211.86-0.01-0.00X14soga629.54-3.55-2235.913.411.824.73411076.4211.86-0.010.00X15soga13058.84-4.90-64010.346.01-7.1-326.015833987.6411.86-0.05-0.00X16soga8802.00-4.90-43144.637.90-4.3-162.09018457.8211.86-0.06-0.00X17soga477.12-4.90-2338.712.16-2.6-31.06504796.7211.86-0.00-0.00X18soga477.12-4.90-2338.712.162.631.06504796.7211.86-0.000.00X19soga8802.00-4.90-43144.637.904.3162.09018457.8211.86-0.060.00X20soga13058.84-4.90-64010.346.017.1326.015833987.6411.86-0.050.00212197.22754.21EN LA DIRECCION Y-YMURODETALLESKX(Ycgi-Ycr)KX*(Yi-Ycr)KY(Xcgi-Xcr)KY*(Xi-Xcr)JMVx torVy torY1soga70.963.73264.927656.82-8.5-235083.018394009.7311.860.00-0.15Y2soga56.464.08230.419019.85-4.4-82736.37586388.3611.860.00-0.13Y3soga40.084.72189.39902.41-3.0-29707.26672438.4411.860.00-0.05Y4soga52.094.22219.716484.610.00.03789279.9111.860.000.00Y5soga40.084.72189.39902.413.029707.26672438.4411.860.000.05Y6soga56.464.08230.419019.854.482736.37586388.3611.860.000.13Y7soga70.963.73264.927656.828.5235083.018394009.7311.860.000.15Y8soga16.842.0033.71186.650.00.0854628.1111.860.000.00Y9soga61.92-0.64-39.922244.16-1.4-30029.6477488.0311.86-0.00-0.75Y10soga61.92-0.64-39.922244.161.430029.6477488.0311.86-0.000.75Y11soga28.54-2.73-77.84630.63-8.5-39360.317009228.6911.86-0.00-0.03Y12soga24.80-4.17-103.43281.45-5.6-18212.010278120.0211.86-0.00-0.02Y13soga36.49-3.79-138.58116.25-3.0-24348.84987176.7411.86-0.00-0.06Y14soga22.93-4.23-96.92689.90-1.4-3631.44193451.0411.86-0.00-0.01Y15soga22.93-4.23-96.92689.901.43631.44193451.0411.86-0.000.01Y16soga36.49-3.79-138.58116.253.024348.84987176.7411.86-0.000.06Y17soga24.80-4.17-103.43281.455.618212.010278120.0211.86-0.000.02Y18soga28.54-2.73-77.84630.638.539360.317009228.6911.86-0.000.03753.2751212754.1914

K x212950.5K y213508.4CORTANTES POR TORSION SEGUNDO PISO

EN LA DIRECCION X-XMOMENTO POLAR DE INERCIAMURODETALLESKX(Ycgi-Ycr)KX*(Yi-Ycr)KY(Xcgi-Xcr)KY*(Xi-Xcr)JMVx torVy torX01soga6873.305.9540884.533.84-5.37-181.613680171.1523.720.07-0.00X02soga11954.755.9571110.643.980.000.07534710.7723.720.220.00X03soga6873.305.9540884.533.845.37181.613680171.1523.720.070.00X04soga192.793.50674.48.89-3.34-29.74991513.8023.720.00-0.00X05soga192.793.50674.48.893.3429.74991513.8023.720.000.00X06soga13662.182.5534815.547.10-1.57-73.81907483.4523.720.43-0.00X07soga13662.182.5534815.547.101.5773.81907483.4523.720.430.00X08soga25224.051.4035271.266.91-6.42-429.49209574.3423.720.09-0.00X09soga11954.751.4016716.543.980.000.0416378.9223.720.950.00X10soga25224.051.4035271.266.916.42429.49209574.3423.720.090.00X11soga25224.05-1.75-44184.666.91-6.42-429.49446612.7523.72-0.11-0.00X12soga25224.05-1.75-44184.666.916.42429.49446612.7523.72-0.110.00X13soga629.54-3.55-2235.913.41-1.84-24.73411076.4223.72-0.02-0.00X14soga629.54-3.55-2235.913.411.8424.73411076.4223.72-0.020.00X15soga13058.84-4.90-64010.346.01-7.09-326.015833987.6423.72-0.10-0.00X16soga8802.00-4.90-43144.637.90-4.28-162.09018457.8223.72-0.11-0.00X17soga477.12-4.90-2338.712.16-2.55-31.06504796.7223.72-0.01-0.00X18soga477.12-4.90-2338.712.162.5531.06504796.7223.72-0.010.00X19soga8802.00-4.90-43144.637.904.28162.09018457.8223.72-0.110.00X20soga13058.84-4.90-64010.346.017.09326.015833987.6423.72-0.100.00212197.2754.2EN LA DIRECCION Y-YMURODETALLESKX(Ycgi-Ycr)KX*(Yi-Ycr)KY(Xcgi-Xcr)KY*(Xi-Xcr)JMVx torVy torY1soga70.963.73264.927656.82-8.50-235083.018394009.7323.720.00-0.30Y2soga56.464.08230.419019.85-4.35-82736.37586388.3623.720.00-0.26Y3soga40.084.72189.39902.41-3.00-29707.26672438.4423.720.00-0.11Y4soga52.094.22219.716484.610.000.03789279.9123.720.000.00Y5soga40.084.72189.39902.413.0029707.26672438.4423.720.000.11Y6soga56.464.08230.419019.854.3582736.37586388.3623.720.000.26Y7soga70.963.73264.927656.828.50235083.018394009.7323.720.000.30Y8soga16.842.0033.71186.650.000.0854628.1123.720.000.00Y9soga61.92-0.64-39.922244.16-1.35-30029.6477488.0323.72-0.00-1.49Y10soga61.92-0.64-39.922244.161.3530029.6477488.0323.72-0.001.49Y11soga28.54-2.73-77.84630.63-8.50-39360.317009228.6923.72-0.00-0.05Y12soga24.80-4.17-103.43281.45-5.55-18212.010278120.0223.72-0.00-0.04Y13soga36.49-3.79-138.58116.25-3.00-24348.84987176.7423.72-0.00-0.12Y14soga22.93-4.23-96.92689.90-1.35-3631.44193451.0423.72-0.00-0.02Y15soga22.93-4.23-96.92689.901.353631.44193451.0423.72-0.000.02Y16soga36.49-3.79-138.58116.253.0024348.84987176.7423.72-0.000.12Y17soga24.80-4.17-103.43281.455.5518212.010278120.0223.72-0.000.04Y18soga28.54-2.73-77.84630.638.5039360.317009228.6923.72-0.000.05753.2751212754.1914

K x212950.5K y213508.4CORTANTES POR TORSION TERCER PISO

EN LA DIRECCION X-XMOMENTO POLAR DE INERCIAMURODETALLESKX(Ycgi-Ycr)KX*(Yi-Ycr)KY(Xcgi-Xcr)KY*(Xi-Xcr)JMVx torVy torX01soga25691.326.02154680.4269.23-5.37-1445.837875861.829.540.12-0.00X02soga37859.376.02227940.9349.88-0.01-1.821514452.029.540.31-0.00X03soga25691.326.02154680.4269.235.361443.037811773.729.540.120.00X04soga1374.923.574909.470.72-3.35-236.813925653.629.540.01-0.00X05soga1374.923.574909.470.723.34236.013885725.529.540.010.00X06soga41580.032.62108969.8374.69-1.57-589.35479708.129.540.59-0.00X07soga41580.032.62108969.8374.691.56585.45460983.429.540.590.00X08soga25224.051.4737097.766.91-6.42-429.724686916.929.540.04-0.00X09soga37859.371.4755680.7349.88-0.01-1.81283810.729.541.28-0.00X10soga64745.461.4795222.8532.266.413413.024610256.029.540.110.00X11soga64745.46-1.68-108725.4532.26-6.42-3418.625076814.029.54-0.13-0.00X12soga64745.46-1.68-108725.4532.266.413413.025000153.129.54-0.130.00X13soga3985.91-3.48-13868.1106.70-1.85-197.29121686.129.54-0.04-0.00X14soga3985.91-3.48-13868.1106.701.84196.09099676.329.54-0.050.00X15soga40279.87-4.83-194522.5366.00-7.09-2595.142362248.829.54-0.14-0.00X16soga30562.49-4.83-147594.7301.49-4.28-1290.524235629.429.54-0.18-0.00X17soga3128.14-4.83-15106.796.77-2.56-247.317546169.929.54-0.03-0.00X18soga3128.14-4.83-15106.796.772.54246.317515708.629.54-0.030.00X19soga30562.49-4.83-147594.7301.494.271287.324184562.029.54-0.180.00X20soga40279.87-4.83-194522.5366.007.082591.242277614.329.54-0.140.00588384.55534.6EN LA DIRECCION Y-YMURODETALLESKX(Ycgi-Ycr)KX*(Yi-Ycr)KY(Xcgi-Xcr)KY*(Xi-Xcr)JMVx torVy torY1soga564.523.812148.3969397.26-8.51-590242.049636036.1829.540.00-0.35Y2soga449.134.151865.3452623.21-4.36-229188.020998876.3629.540.00-0.32Y3soga318.864.801529.1633186.30-3.01-99733.618774096.0329.540.00-0.16Y4soga414.394.291778.0447492.66-0.01-250.010926835.8329.540.00-0.00Y5soga318.864.801529.1633186.302.9999384.218738259.2529.540.000.16Y6soga449.134.151865.3452623.214.34228633.920946913.0329.540.000.32Y7soga564.523.812148.3969397.268.49589511.449534498.6529.540.000.35Y8soga134.002.08278.146802.49-0.01-35.82557260.0329.540.00-0.00Y9soga61.92-0.57-35.4022244.16-1.36-30146.71236059.5429.54-0.00-0.72Y10soga61.92-0.57-35.4022244.161.3429912.51219932.9929.54-0.000.72Y11soga227.05-2.65-602.6519385.73-8.51-164880.745221242.2629.54-0.00-0.11Y12soga197.27-4.10-808.1715061.41-5.56-83670.127469417.9029.54-0.00-0.09Y13soga290.32-3.72-1080.5228875.06-3.01-86777.213344980.5629.54-0.00-0.19Y14soga182.38-4.15-757.6712973.13-1.36-17582.011284916.4429.54-0.00-0.05Y15soga182.38-4.15-757.6712973.131.3417445.411268789.8929.54-0.000.05Y16soga290.32-3.72-1080.5228875.062.9986473.213309143.7829.54-0.000.19Y17soga197.27-4.10-808.1715061.415.5483511.527403119.8629.54-0.000.09Y18soga227.05-2.65-602.6519385.738.49164676.645119704.7229.54-0.000.115131.2745561787.6628

K x593515.8K y567322.3CORTANTES POR TORSION TANQUE ELEVADO

EN LA DIRECCION X-XMOMENTO POLAR DE INERCIAMURODETALLESKX(Ycgi-Ycr)KX*(Yi-Ycr)KY(Xcgi-Xcr)KY*(Xi-Xcr)JMVx torVy torX09soga37859.371.4956296.9349.880.000.0334938.33.730.630.00

37859.4349.9EN LA DIRECCION Y-YMURODETALLESKX(Ycgi-Ycr)KX*(Yi-Ycr)KY(Xcgi-Xcr)KY*(Xi-Xcr)JMVx torVy torY9soga56808.15-0.50-28148.44477.67-1.35-644.939569.093.73-2.65-0.06Y10soga56808.15-0.50-28148.44477.671.35644.939569.093.73-2.650.06113616.30955.33

K x151475.7K y1305.2

ESFUERZOCUADRO DE PESOS POR PISOS

DETALLEMUROLONGITUDAREA TRB(m2)PISO 1PISO 2PISO 3TAQ. ELV.sogaX012.173.741.121.120.56sogaX022.823.821.461.460.73sogaX032.173.741.121.120.56sogaX040.570.000.300.300.15sogaX050.570.000.300.300.15sogaX063.024.631.571.570.78sogaX073.024.631.571.570.78sogaX084.2914.122.222.221.11sogaX092.821.551.461.461.460.73sogaX104.2914.122.222.221.11sogaX114.2913.432.222.221.11sogaX124.2913.432.222.221.11sogaX130.860.000.450.450.22sogaX140.860.000.450.450.22sogaX152.952.371.531.530.76sogaX162.431.631.261.260.63sogaX170.780.560.400.400.20sogaX180.780.560.400.400.20sogaX192.431.631.261.260.63sogaX202.952.371.531.530.76

DETALLEALFEIZERLONGITUDAREA TRB(m2)PISO 1PISO 2PISO 3TAQ. ELV.MUROsogaALF X12.000.220.22LAMITAD X1Y1sogaALF X21.230.450.450.15LAMITAD Y2Y3sogaALF X31.230.450.450.15LAMITAD Y5Y6sogaALF X42.000.220.22LAMITADX3Y7sogaALF X50.750.280.280.09LAMITADX17Y14sogaALF X60.750.280.280.09LAMITADX18Y15

DETALLEPARAPETOLONGITUDAREA TRB(m2)PISO 1PISO 2PISO 3TAQ. ELV.sogaX116.683.24TERCIOX1X2X3sogaX216.683.24SEXTAX15X16X17X18X19X20

DETALLEMUROLONGITUDAREA TRB(m2)PISO 1PISO 2PISO 3TAQ. ELV.sogaY14.555.702.362.361.18sogaY23.627.781.881.880.94sogaY32.575.051.331.330.67sogaY43.345.701.731.730.87sogaY52.575.051.331.330.67sogaY63.627.781.881.880.94sogaY74.555.702.362.361.18sogaY81.080.660.560.560.28sogaY93.978.512.062.062.060.998sogaY103.978.512.062.062.060.998sogaY111.832.270.950.950.47sogaY121.594.150.820.820.41sogaY132.344.321.211.210.61sogaY141.473.830.760.760.38sogaY151.474.340.760.760.38sogaY162.343.801.211.210.61sogaY171.594.150.820.820.41sogaY181.832.270.950.950.47

MURO NO PORTANTELONGITUDAREA TRB(m2)PISO 1PISO 2PISO 3TAQ. ELV.sogaALF Y10.750.240.24TODOY12sogaALF Y20.750.240.24TODOY17sogaALF Y31.200.260.26LAMITADX15Y11sogaALF Y41.200.260.26LAMITADX20Y18

DETALLEPARAPETOLONGITUDAREA TRB(m2)PISO 1PISO 2PISO 3TAQ. ELV.sogaY110.972.13LAMITADY1Y11sogaY210.972.13LAMITADY7Y18

CARGA VIVA WL

SOBRECAGA 0.2Ton/m2CARGA MUERTA WDACABADOS0.1Ton/m2X3 PISOSPESO DE LOSA LOZAPISO 1PISO 2PISO 3TAQ. ELV.ALF Y PARAPESO DE MUROTOTALMUROPeearea trbWDWDWDWDWDWD 3PISOSTOTAL (WD)ARE TRBWLX012.40.153.7418.881.1251.1250.5620.21621.913.741.12X022.40.153.8219.111.4621.4620.73122.7645.533.821.15X032.40.153.7418.881.1251.1250.5620.21621.913.741.12X042.40.150.007.650.2950.2950.1488.390.000.00X052.40.150.007.650.2950.2950.1488.390.000.00X062.40.154.6321.541.5661.5660.78325.464.631.39X072.40.154.6321.541.5661.5660.78325.464.631.39X082.40.1514.1250.012.2242.2241.11255.5714.124.24X092.40.151.5512.301.4621.4621.4620.73117.421.550.47X102.40.1514.1250.012.2242.2241.11255.5714.124.24X112.40.1513.4347.952.2242.2241.11253.5113.434.03X122.40.1513.4347.952.2242.2241.11253.5113.434.03X132.40.150.007.650.4460.4460.2238.760.000.00X142.40.150.007.650.4460.4460.2238.760.000.00X152.40.152.3714.771.5291.5290.7650.80019.402.370.71X162.40.151.6312.531.2601.2600.6300.54016.221.630.49X172.40.150.569.340.4040.4040.2020.86011.210.560.17X182.40.150.569.340.4040.4040.2020.86011.210.560.17X192.40.151.6312.531.2601.2600.6300.54016.221.630.49X202.40.152.3714.771.5291.5290.7650.80019.402.370.71MUROPeearea trbWDWDWDWDWDWD 3PISOSTOTAL XDARE TRBWLY12.40.155.7024.742.362.361.181.28231.925.701.71Y22.40.157.7831.001.881.880.940.5236.217.782.33Y32.40.155.0522.811.331.330.670.5226.665.051.52Y42.40.155.7024.751.731.730.8729.085.701.71Y52.40.155.0522.811.331.330.670.5226.665.051.52Y62.40.157.7831.001.881.880.940.5236.217.782.33Y72.40.155.7024.742.362.361.181.2831.925.701.71Y82.40.150.669.630.560.560.2811.030.660.20Y92.40.158.5133.182.062.062.061.0040.368.512.55Y102.40.158.5133.182.062.062.061.0040.368.512.55Y112.40.152.2714.470.950.950.471.3318.162.270.68Y122.40.154.1520.100.820.820.410.2422.414.151.25Y132.40.154.3220.611.211.210.6123.644.321.30Y142.40.153.8319.130.760.760.380.3221.363.831.15Y152.40.154.3420.680.760.760.380.3222.904.341.30Y162.40.153.8019.061.211.210.6122.103.801.14Y172.40.154.1520.100.820.820.410.5622.734.151.25Y182.40.152.2714.470.950.950.471.3318.162.270.68

CALCULO DE ESFUERZO MXIMO DEL MURO EN SU BASECONSIDERANDO SOBRECARGA LA 100% Y DETERMINACION DEL MURO MAS CARGADO

CALCULO DE ESFUERZO MAXIMOh=2.4fm=1000 Kg/m2esfuerzo resistente(1-(h/35t))^2limite maximo admisibleMUROLONGITUDESPESORAREAPact(ton)s=P/AFa0.15*fmX012.170.120.26023.0388.45134.69150X022.820.120.33846.68137.93134.69150X032.170.120.26023.0388.45134.69150X040.570.120.0688.39122.64134.69150X050.570.120.0688.39122.64134.69150X063.020.120.36226.8574.08134.69150X073.020.120.36226.8574.08134.69150X084.290.120.51559.80116.17134.69150X092.820.120.33817.8852.84134.69150X104.290.120.51559.80116.17134.69150X114.290.120.51557.54111.78134.69150X124.290.120.51557.54111.78134.69150X130.860.120.1038.7684.93134.69150X140.860.120.1038.7684.93134.69150X152.950.120.35420.1156.80134.69150X162.430.120.29216.7057.28134.69150X170.780.120.09411.38121.58134.69150X180.780.120.09411.38121.58134.69150X192.430.120.29216.7057.28134.69150X202.950.120.35420.1156.80134.69150MUROY14.550.120.54633.6361.59134.69150Y23.620.120.43438.5588.74134.69150Y32.570.120.30828.1891.36134.69150Y43.340.120.40130.7976.82134.69150Y52.570.120.30828.1891.36134.69150Y63.620.120.43438.5588.74134.69150Y74.550.120.54633.6361.59134.69150Y81.080.120.13011.2386.66134.69150Y93.970.120.47642.9190.07134.69150Y103.970.120.47642.9190.07134.69150Y111.830.120.22018.8585.82134.69150Y121.590.120.19123.65123.97134.69150Y132.340.120.28124.9488.81134.69150Y141.470.120.17622.51127.59134.69150Y151.470.120.17624.21137.23134.69150Y162.340.120.28123.2482.76134.69150Y171.590.120.19123.97125.65134.69150Y181.830.120.22018.8585.82134.69150

Usando la frmula

Siendo fm =850 ton/m2H = 2,4m y t = 0,13mEL MURO Y08 ES DE CONDICION CRITICA PUES NO CUMPLE CON EL REQUERIMEINTO MINIMO POR LO QUE SE DECIDE CONVERTIRLO A MURO DE LADRILLOS DE CABEZA