VpDATOSPeso especifico del muro1800losa maciza0.2resistencia de labanileria54s/c200s/c asotea150Longitudes de murosdescripcionLongituddescripcionLongitudx17.05y117.5x27.05y23.75x33.75y34.55x43.75y42.1x53.75y517.5x62.6x72.4x81.93x92.334.5845.4Longitud total de muros79.98mlArea en planta123.375m2METRADO DE CARGAS1er2do3erPpmuro60464.8860464.8860464.88Losa592205922059220Pt12337.512337.512337.5Acabados12337.512337.512337.5144359.88144359.88144359.88433079.64Ds/c246752467518506.2567856.25L% q dice la N6168.756168.754626.562516964.0625450043.7025PP/EN NIVEL150528.63150528.63148986.4425450043.7025PAnalisis por carga vertical para X2Pd38174.6869467367Pl5981.3273630908fa=4.1755096274fa4.18kg/cm2Fa7.73kg/cm2OkANALISIS POR CARGA HORIZONTALClculo de la fuerza BasalZ=0.3Para PunoU=1S=1.2Tp=0.6SegC=2.5R=3P=450043.7025KgV=135013.11075KgDistribucion de cortantes de Pisonivelhipihi*pi(hixpi/spihi)V}39148986.44251340877.982567158.9767158.9726150528.63903171.7845236.10112395.0613150528.63451585.8922618.05135013.112695635.6525000003

CRClculo del centro de rigidezkK DIRECCION DE "X"murothl4(h/l)^33(h/l)Kx/Ex10.152.87.050.250591731.19148936170.104016342x20.152.87.050.250591731.19148936170.104016342x30.152.83.751.66509985192.240.0384113097x40.152.83.751.66509985192.240.0384113097x50.152.83.751.66509985192.240.0384113097x60.152.82.64.99590350483.23076923080.0182333739x70.152.82.46.35185185193.50.0152255639x80.152.81.9511.8421416414.30769230770.0092880212x90.152.82.37.21689816723.6521739130.0138006261y117.52.80.1526017.1851851852560.0006711877y23.752.80.1526017.1851851852560.0001438259y34.552.80.1526017.1851851852560.0001745088y42.12.80.1526017.1851851852560.0000805425y517.52.80.1526017.1851851852560.00067118770.3815554509K DIRECCION DE "Y"murothl4(h/l)^33(h/l)Ky/Ex17.052.80.1526017.1851851852560.0002703927x27.052.80.1526017.1851851852560.0002703927x33.752.80.1526017.1851851852560.0001438259x43.752.80.1526017.1851851852560.0001438259x53.752.80.1526017.1851851852560.0001438259x62.62.80.1526017.1851851852560.0000997193x72.42.80.1526017.1851851852560.0000920486x81.952.80.1526017.1851851852560.0000747895x92.32.80.1526017.1851851852560.0000882132y10.152.817.50.0163840.480.3021854048y20.152.83.751.66509985192.240.0384113097y30.152.84.550.93218024581.84615384620.0539891874y40.152.82.19.481481481540.0111263736y50.152.817.50.0163840.480.30218540480.7092247144MUROKx/EKy/EYX(Kx/E)Y(Ky/E)Xx10.1040163420.00027039270.0753.5250.00780122560.0009531344x20.1040163420.000270392717.4253.5251.8124847590.0009531344x30.03841130970.000143825912.7751.8750.4907044820.0002696736x40.03841130970.000143825911.2251.8750.43116695190.0002696736x50.03841130970.00014382598.9251.8750.34282093950.0002696736x60.01823337390.00009971934.2751.30.07794767350.0001296351x70.01522556390.000092048613.8255.850.21049342110.0005384843x80.00928802120.000074789510.8256.0750.10054282940.0004543461x90.01380062610.00008821324.2754.750.05899767660.0004190129y10.00067118770.30218540488.750.0750.0058728920.0226639054y20.00014382590.038411309715.6253.6750.00224728010.1411615633y30.00017450880.05398918742.13.6750.00036646850.1984102638y40.00008054250.011126373610.85.1750.00086985920.0575789835y50.00067118770.30218540488.756.9750.0058728922.10774319880.38155545090.70922471443.54818935032.5318146828Xcr =3.57mYcr =9.2993m

CMCALCULO DEL CENTRO DE MASASP.MUROCALCULO DE MASASPESO (Tn)YXPYPXx17.05X0.15X2.8X1.85.330.0753.5250.39973518.787545x27.05X0.15X2.8X1.85.3317.4253.52592.87176518.787545x33.75X0.15X2.8X1.82.8412.7751.87536.2171255.315625x43.75X0.15X2.8X1.82.8411.2251.87531.8228755.315625x53.75X0.15X2.8X1.82.848.9251.87525.3023755.315625x62.6X0.15X2.8X1.81.974.2751.38.402942.55528x72.4X0.15X2.8X1.81.8113.8255.8525.0840810.61424x81.95X0.15X2.8X1.81.4710.8256.07515.9582158.955765x92.3X0.15X2.8X1.81.744.2754.757.433378.2593y117.5X0.15X2.8X1.813.238.750.075115.76250.99225y23.75X0.15X2.8X1.82.8415.6253.67544.29687510.418625y34.55X0.15X2.8X1.83.442.13.6757.2235812.641265y42.1X0.15X2.8X1.81.5910.85.17517.146088.21583y517.5X0.15X2.8X1.813.238.756.975115.762592.2792560.48543.68208.45Xcm3.45Ycm8.99

Cortante MurosDIRECCION DE "X"Vtraslacion135013.11Kgv1v2MUROKx/E(Kx/E)/(zKx/E)Vy(Kx/E)*yY=y-ycr(Kx/E)Y(Kx/E)Y^2(Kx/EJ)YMtx1(Kx/EJ)YMtx2Vfinalx10.10401634236806.100.0750.0078012256-9.2243-0.95947794338.8505123927-105.9221882423353.424165017336806.10x20.10401634236806.1017.4251.8124847598.12570.845205596.867887062993.3070178765-2954.036483817936806.10x30.038411309713591.8112.7750.4907044823.47570.13350618930.464027462114.7385021315-466.610915279213591.81x40.038411309713591.8111.2250.43116695191.92570.07396865920.1424414478.1658179805-258.524222330213591.81x50.038411309713591.818.9250.3428209395-0.3743-0.01437735320.0053814433-1.587197211450.249580110213591.81x60.01823337396451.874.2750.0779476735-5.0243-0.09160994050.4602758242-10.1133386466320.18139701666451.87x70.01522556395387.5513.8250.21049342114.52570.06890633460.31184939847.6069593823-240.83114065355387.55x80.00928802123286.5610.8250.10054282941.52570.01417073390.02162028881.56438734-49.52743515143286.56x90.01380062614883.344.2750.0589976766-5.0243-0.06933848580.3483773542-7.6546669941242.34153107334883.34y10.0006711877237.508.750.005872892-0.5493-0.00036868340.0002025178-0.04070104011.2885671411237.50y20.000143825950.8915.6250.00224728016.32570.00090979970.00575511970.1004379219-3.179796038350.89y30.000174508861.752.10.0003664685-7.1993-0.00125634110.0090447767-0.1386945924.390976094961.75y40.000080542528.5010.80.00086985921.50070.00012087020.00018138980.0133435392-0.422447342128.50y50.0006711877237.508.750.005872892-0.5493-0.00036868340.0002025178-0.04070104011.994509616237.500.3815554509135013.1107517.4877589954J24.7150121653ex =Xcm-Xcr-0.12ey =Ycm-Ycr-0.31Mt1x =2728.4297561671Mt2x =-86380.2233388329DIRECCION DE "Y"V=135013.11v1v2MUROKy/E(Ky/E)/(zKy/E)Vx(Ky/E)*xX=x-xcr(Ky/E)X(Ky/E)X^2(Ky/EJ)XMty1(Ky/EJ)XMty2Vfinalx10.000270392751.4739042533.5250.0009531344-0.045-0.00001216770.0000005475-0.02039431580.036769486451.51x20.000270392751.4739042533.5250.0009531344-0.045-0.00001216770.0000005475-0.02039431580.036769486451.51x30.000143825927.37973630481.8750.0002696736-1.695-0.00024378490.0004132155-0.4086095190.736693610528.12x40.000143825927.37973630481.8750.0002696736-1.695-0.00024378490.0004132155-0.4086095190.736693610528.12x50.000143825927.37973630481.8750.0002696736-1.695-0.00024378490.0004132155-0.4086095190.736693610528.12x60.000099719318.9832838381.30.0001296351-2.27-0.00022636280.0005138436-0.37940820150.684045732819.67x70.000092048617.52303123515.850.00053848432.280.00020987080.00047850540.3517657877-0.634208446216.89x80.000074789514.23746287856.0750.00045434612.5050.00018734770.00046930590.3140146073-0.566145779913.67x90.000088213216.79290493364.750.00041901291.180.00010409160.00012282810.1744686308-0.314554408516.48y10.302185404857526.18416353220.0750.0226639054-3.495-1.05613798993.6912022749-1770.19970261513191.542902516860717.73y20.03841130977312.25281891053.6750.14116156330.1050.00403318750.00042348476.7600516433-12.18788750847300.06y30.053989187410277.76950318293.6750.19841026380.1050.00566886470.00059523089.5016206824-17.130739546910260.64y40.01112637362118.09640053695.1750.05757898351.6050.01785782970.028661816629.9316235878-53.96456720752064.13y50.302185404857526.18416353226.9752.10774319883.4051.02894130353.50354513841724.6151609169-3109.357248374754416.830.7092247144135013.110757.2272531699Mt1y =41424.9914327226Mt2y =-74686.2838122774

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