hoja de calculo para albañileria estructural-flor silvia m.o

M.C-FCMETRADO DE CARGAS

area--long.#h--altu.--esp 200 kg/cm2=0.2peso espec.pesolong (x)=34.2losa88.0440.122400101.42Tnlong (y)=32.19muro172.98840.141.8174.37Tnlong. De los muros bajo las ventanasS/C88.0440.20.2517.61Tnbao 9*1.019.09Ppiso+ce88.0440.170.43Tn2*0,761.52puerta16.3240.7511001.03Tn1*0.671.206ventanas26.4640.00525001.32Tn2*0.511.836366.19Tn80.042long (x)=82.08long (y)=77.256long. M. bajo las vetnas9.091.52bao 1.2061.836172.988

CALCULO DE LA FUERZA CORTANTE

1.- OBTENCION DE LAS FUERZAS HORIZONTALES SISMICAS SOBRE CADA MURO

A.- Evaluacion de Fuerza Sismica segn Diseo Sismo Resistente

donde : H = Fuerza Sismica Z = Factor de Zona = 0,3 U = Factor de Uso = 1,00 para vivienda S = Factor de Suelo = 1,20 suelo intermedio Rd = Factor de Ductibilidad = 3,0 ( ALBAILERIA ARMADA O CONFINADA) C = Coeficiente Sismico

VZUCSRd0.0480.301.000.401.203.00

Ts = Periodo fundamental de Vibracion del suelo = 0,6T = Periodo fundamental de la edificacion H = Altura total de la edifiacion = 10,08 m.10.0810.08Dx = Longitud en la Direccion x de la edificacion = m.34.2Dy = Longitud en la Direccion y de la edificacion = m.32.19total muros primer pisoL66.39m

La Fuerza Sismica Sera : P ( Tn ) = 366.19

V=0,048*P =17.58Tn

B- Fuerza Horizontal en la altura de la Edificacion

Distribucion por PisosSuponiendo entrepisos de pesos iguales P4 = P3 = P2 = P1= P

* hi = Altrura del nivel i respecto a la base * Vi = Fuerza cortante en el nivel i * Fi = Fuerza horizontal correspondiente al nivel i Para nuestro caso :

Fi Vi

F4 = 0,4H= 7.03V4 = F4 = 0,4*H =7.03

F3 = 0,3H=5.27V3 = F3+F4 = 0,7 H =12.30

F2 = 0,2H=3.52V2 =F2+F3+F4 = 0,9H =15.82

F1 = 0,1H=1.76V1 =F1+F2+F3+F4 = 1,0H =17.58Tn17.58Tn

7.03

2.405.27F11.76F23.522.40F35.273.52F47.03Total17.582.401.76

2.400.00

V4=7.03V4=F4=7.03V3=F3+F4=12.30V3=12.30V2=F2+F3+F4=15.82V1=F1+F2+F3+F4=17.58

V2=15.82

V1=17.58

A.-PARA LOS MUROS DEL EJE "X"B.- PARA LOS MUROS DEL EJE "Y"

MUROL (cm) P( Muros )MUROL(cm)P( Muros )1x1.250.761Y0.740.452x3.742.262Y3.742.263x2.491.513Y1.240.754x1.000.604Y1.000.605x1.000.605Y2.241.356x2.261.376Y2.751.667x0.930.567Y3.752.278x1.861.128Y0.250.159x0.500.309Y2.751.6610x3.502.1210Y1.010.6111x1.460.8811Y0.750.4512x0.740.4512Y1.000.6013x2.491.5113Y0.990.6014x2.501.5114Y3.502.1215x1.250.7615Y0.760.4616x4.742.8716Y1.240.7517X0.740.4517y2.241.3518x2.001.8818y2.241.35X =34.45Y =32.19

C.R.X-c.mxCENTRO DE RIGIDECES Xa.-) Rigidez de los Muros del primer piso en la direccion x - x

muroLeh Em4*(h/L)^33*(h/L)Rxpx1x1.250.142.43.828.3125.7600.0160.7561.82x3.740.142.43.81.0571.9250.1782.2621.8S/C3x2.490.142.43.83.5822.8920.0821.5061.8(tn)4x10.142.43.855.2967.2000.0090.6051.80.005x10.142.43.855.2967.2000.0090.6051.80.006x2.260.142.43.84.7903.1860.0671.3671.80.007x0.930.142.43.868.7467.7420.0070.5621.80.008x1.860.142.43.88.5933.8710.0431.1251.80.009x0.50.142.43.8442.36814.4000.0010.3021.80.0010x3.50.142.43.81.2902.0570.1592.1171.80.0011x1.460.142.43.817.7684.9320.0230.8831.80.0012x0.740.142.43.8136.4589.7300.0040.4481.80.0013x2.490.142.43.83.5822.8920.0821.5061.80.0014x2.50.142.43.83.5392.8800.0831.5121.80.0015x1.250.142.43.828.3125.7600.0160.7561.80.0016x4.740.142.43.80.5191.5190.2612.8671.80.0017X0.740.142.43.8136.4589.7300.0040.4481.80.0018x20.142.44.86.9123.6000.0641.8822.80.000.00CENTRO DE RIGIDECES XCENTRO DE MASAS X0.00muroRxYiRx.YimuroPiXYipX.Yi0.001x0.0167.670.1201x0.7567.675.7992x0.1787.671.3682x2.2627.6717.3493x0.0827.670.6303x1.5067.6711.5514x0.0097.670.0654x0.6057.674.6395x0.0096.770.0585x0.6056.774.0946x0.06750.3336x1.36756.8347x0.0074.920.0347x0.5624.922.7678x0.0434.920.2108x1.1254.925.5359x0.00140.0059x0.30241.21010x0.1593.820.60710x2.1173.828.086s/c11x0.0232.90.06811x0.8832.92.561(tn)12x0.0042.670.01012x0.4482.671.19513x0.0821.630.13413x1.5061.632.45514x0.0831.570.13014x1.5121.572.37415x0.0160.070.00115x0.7560.070.05316x0.2610.070.01816x2.8670.070.2006726417X0.0040.070.00017X0.4480.070.03118x0.0640.070.00418x1.8820.070.1317121.1063.79721.50776.865

XR =3.4329YG =3.5738697079

DIF0.14102

b.-) Rigidez de los Muros del 2do, 3er, 4to Piso sin Sobrecimiento :

2 NIVEL

muroLeh Em4*(h/L)^33*(h/L)Rxpix1x1.250.144.923.8243.90811.8080.0021.5501.82x3.740.144.923.89.1063.9470.0414.6371.83x2.240.144.923.842.3856.5890.0112.7771.84x10.144.923.8476.38214.7600.0011.2401.85x10.144.923.8476.38214.7600.0011.2401.86x2.260.144.923.841.2706.5310.0112.8021.87x0.930.144.923.8592.25215.8710.0011.1531.8h=8x1.860.144.923.874.0317.9350.0062.3061.84.929x0.50.144.923.83811.05629.5200.0000.6201.810x3.50.144.923.811.1114.2170.0354.3391.811x1.460.144.923.8153.07210.1100.0031.8101.812x0.740.144.923.81175.60219.9460.0000.9171.813x2.490.144.923.830.8575.9280.0143.0871.814x2.50.144.923.830.4885.9040.0153.1001.815x1.250.144.923.8243.90811.8080.0021.5501.816x4.740.144.923.84.4733.1140.0705.8771.817X0.740.144.923.81175.60219.9460.0000.9171.818x20.144.924.859.5487.3800.0103.8572.8

CENTRO DE RIGIDECES XCENTRO DE MASAS XmuroRxYiRx.YimuroPxYiPx.Yi1x0.0027.670.0161x1.5507.6711.8872x0.0417.670.3132x4.6377.6735.5663x0.0117.670.0833x2.7777.6721.3014x0.0017.670.0084x1.2407.679.5105x0.0016.770.0075x1.2406.778.3946x0.01150.0566x2.802514.0107x0.0014.920.0047x1.1534.925.6738x0.0064.920.0328x2.3064.9211.3469x0.00040.0019x0.62042.48010x0.0353.820.13310x4.3393.8216.57711x0.0032.90.00911x1.8102.95.24912x0.0002.670.00112x0.9172.672.45013x0.0141.630.02413x3.0871.635.03214x0.0151.570.02314x3.1001.574.86615x0.0020.070.00015x1.5500.070.10816x0.0700.070.00516x5.8770.070.41137891217X0.0000.070.00017X0.9170.070.06418x0.0100.070.00118x3.8570.070.27000960.2250.71643.780155.195

XR =3.1846YG =3.5448694147DIFERENCIA0.360313 NIVEL

muroLeh Em4*(h/L)^33*(h/L)RxPx1x1.250.147.443.8843.42917.8560.0012.3441.82x3.740.147.443.831.4895.9680.0147.0121.83x2.240.147.443.8146.5679.9640.0034.2001.84x10.147.443.81647.32322.3200.0001.8751.85x10.147.443.81647.32322.3200.0001.8751.8h=6x2.260.147.443.8142.7109.8760.0034.2371.87.447x0.930.147.443.82048.00024.0000.0001.7441.88x1.860.147.443.8256.00012.0000.0023.4871.89x0.50.147.443.813178.58544.6400.0000.9371.810x3.50.147.443.838.4226.3770.0126.5621.811x1.460.147.443.8529.32215.2880.0012.7371.812x0.740.147.443.84065.21630.1620.0001.3871.813x2.490.147.443.8106.7048.9640.0054.6681.814x2.50.147.443.8105.4298.9280.0054.6871.815x1.250.147.443.8843.42917.8560.0012.3441.816x4.740.147.443.815.4684.7090.0268.8871.817X0.740.147.443.84065.21630.1620.0001.3871.818x20.147.443.8205.91511.1600.0023.7501.834.2CENTRO DE RIGIDECES XCENTRO DE MASAS XmuroRxYiRx.YimuroPxYiPx.Yi1x0.0017.670.0051x2.3447.6717.9752x0.0147.670.1092x7.0127.6753.7823x0.0037.670.0263x4.2007.6732.2124x0.0007.670.0024x1.8757.6714.3805x0.0006.770.0025x1.8756.7712.6936x0.00350.0176x4.237521.1867x0.0004.920.0017x1.7444.928.5798x0.0024.920.0108x3.4874.9217.1579x0.00040.0009x0.93743.75010x0.0123.820.04510x6.5623.8225.06711x0.0012.90.00311x2.7372.97.93812x0.0002.670.00012x1.3872.673.70413x0.0051.630.00713x4.6681.637.61014x0.0051.570.00714x4.6871.577.35915x0.0010.070.00015x2.3440.070.16416x0.0260.070.00216x8.8870.070.62208518417X0.0000.070.00017X1.3870.070.09718x0.0020.070.00018x3.7500.070.26248320.0760.23864.121234.54

XR =3.1192YG =3.6577631579DIFERENCIA0.53856

4 NIVEL

muroLeh Em4*(h/L)^33*(h/L)RxPx1x1.250.149.963.82023.52223.9040.00033.1371.82x3.740.149.963.875.5487.9890.0069.3871.83x2.240.149.963.8351.63713.3390.0015.6221.84x10.149.963.83952.19229.8800.0002.5101.85x10.149.963.83952.19229.8800.0002.5101.8h=6x2.260.149.963.8342.38313.2210.0015.6721.89.967x0.930.149.963.84913.48032.1290.0002.3341.88x1.860.149.963.8614.18516.0650.0014.6681.89x0.50.149.963.831617.53459.7600.0001.2551.810x3.50.149.963.892.1798.5370.0058.7851.811x1.460.149.963.81269.92920.4660.0003.6641.812x0.740.149.963.89753.10440.3780.0001.8571.813x2.490.149.963.8256.00012.0000.0026.2501.814x2.50.149.963.8252.94011.9520.0026.2751.815x1.250.149.963.82023.52223.9040.0003.1371.816x4.740.149.963.837.1116.3040.01211.8971.817X0.740.149.963.89753.10440.3780.000051.8571.818x20.149.963.8494.02414.9400.0015.0201.8

CENTRO DE RIGIDECES XCENTRO DE MASAS XmuroRxYiRx.YimuroPxYiPx.Yi1x0.0007.670.0021x3.1377.6724.0642x0.0067.670.0492x9.3877.6771.9993x0.0017.670.0113x5.6227.6743.1224x0.0007.670.0014x2.5107.6719.2515x0.0006.770.0015x2.5106.7716.9926x0.00150.0076x5.672528.3627x0.0004.920.0017x2.3344.9211.4848x0.0014.920.0048x4.6684.9222.9699x0.00040.0009x1.25545.02010x0.0053.820.02010x8.7853.8233.55811x0.0002.90.00111x3.6642.910.62712x0.0002.670.00012x1.8572.674.95913x0.0021.630.00313x6.2501.6310.18714x0.0021.570.00314x6.2751.579.85115x0.0000.070.00015x3.1370.070.22016x0.0120.070.00116x11.8970.070.83279145617X0.00010.070.00017X1.8570.070.13018x0.0010.070.000118x5.0200.070.35138880.03420.10585.839313.980

YG =3.0736973304YG =3.6577631579DIFERENCIA0.58407

C.R.Y-c.myCENTRO DE RIGIDECES Ya.-) Rigidez de los Muros del primer piso en la direccion y-y

muroLeh Em4*(h/L)^33*(h/L)RyPy1Y0.740.142.43.8136.4589.7300.0040.44761.82Y3.740.142.43.81.0571.9250.1782.26201.83Y1.240.142.43.829.0025.8060.0150.75001.84Y10.142.43.855.2967.2000.0090.60481.85Y2.240.142.43.84.9203.2140.0651.35481.86Y2.750.142.43.82.6592.6180.1011.66321.87Y3.750.142.43.81.0491.9200.1792.26801.88Y0.250.142.43.83538.94428.8000.0000.15121.89Y2.750.142.43.82.6592.6180.1011.66321.810Y1.010.142.43.853.6707.1290.0090.61081.811Y0.750.142.43.8131.0729.6000.0040.45361.812Y10.142.43.855.2967.2000.0090.60481.813Y0.990.142.43.856.9897.2730.0080.59881.814Y3.50.142.43.81.2902.0570.1592.11681.815Y0.760.142.43.8125.9669.4740.0040.45961.816Y1.240.142.43.829.0025.8060.0150.75001.817y2.240.142.43.84.9203.2140.0651.35481.818y2.240.142.43.84.9203.2140.0651.35481.8

CENTRO DE RIGIDECES YCENTRO DE MASAS XMURORyXiRy.XimuroPyXipiy.Xi1Y0.00360.070.0001Y0.4480.070.0312Y0.17840.070.0122Y2.2620.070.1583Y0.01530.070.0013Y0.7500.070.0524Y0.00851.220.0104Y0.6051.220.7385Y0.06542.470.1625Y1.3552.473.3466Y0.10083.510.3546Y1.6633.515.8387Y0.17923.510.6297Y2.2683.517.9618Y0.00014.380.0018Y0.1514.380.6629Y0.10085.380.5429Y1.6635.388.94810Y0.00887.010.06110Y0.6117.014.28211Y0.00384.840.01811Y0.4544.842.19512Y0.00858.280.07012Y0.6058.285.00813Y0.00838.280.06913Y0.5998.284.95814Y0.15908.281.31614Y2.1178.2817.52715Y0.00397.070.02815Y0.4607.073.25016Y0.015311.720.17916Y0.75011.728.78917y0.065411.720.76717y1.35511.7215.87818y0.065411.720.76718y1.35511.7215.8780.99054.98619.469105.500YR =5.0341718262YG5.4189841566ERROR0.3848123303b.-) Rigidez de los Muros del 2do, 3er, 4to Piso sin Sobrecimiento :

2 NIVEL

muroLeh Em4*(h/L)^33*(h/L)RyPy1Y0.740.144.923.81175.60219.9460.0000.91751.82Y3.740.144.923.89.1063.9470.0414.63701.83Y1.240.144.923.8249.85611.9030.0021.53741.84Y10.144.923.8476.38214.7600.0011.23981.85Y2.240.144.923.842.3856.5890.0112.77721.86Y2.750.144.923.822.9065.3670.0193.40961.87Y3.750.144.923.89.0343.9360.0414.64941.88Y0.250.144.923.830488.4459.0400.0000.31001.8h=9Y2.750.144.923.822.9065.3670.0193.40961.84.9210Y1.010.144.923.8462.37214.6140.0011.25221.811Y0.750.144.923.81129.20219.6800.0000.92991.812Y10.144.923.8476.38214.7600.0011.23981.813Y0.990.144.923.8490.96414.9090.0011.22741.814Y3.50.144.923.811.1114.2170.0354.33941.815Y0.760.144.923.81085.21219.4210.0000.94231.816Y1.240.144.923.8249.85611.9030.0021.53741.817y2.240.144.923.842.3856.5890.0112.77721.818y2.240.144.923.842.3856.5890.0112.77721.8

CENTRO DE RIGIDECES YCENTRO DE MASAS XMURORyXiRy.XimuroPyXipiy.Xi1Y0.00040.070.000031Y0.9170.070.0642Y0.04080.070.0032Y4.6370.070.3253Y0.00200.070.0003Y1.5370.070.1084Y0.00111.220.0014Y1.2401.221.5135Y0.01092.470.0275Y2.7772.476.8606Y0.01883.510.0666Y3.4103.5111.9687Y0.04103.510.1447Y4.6493.5116.3198Y0.00004.380.0008Y0.3104.381.3589Y0.01885.380.1019Y3.4105.3818.34310Y0.00117.010.00810Y1.2527.018.77811Y0.00054.840.00211Y0.9304.844.50112Y0.00118.280.00912Y1.2408.2810.26613Y0.00118.280.00913Y1.2278.2810.16314Y0.03478.280.28714Y4.3398.2835.93115Y0.00057.070.00315Y0.9427.076.66216Y0.002011.720.02416Y1.53711.7218.01817y0.010911.720.12717y2.77711.7232.54918y0.010911.720.12718y2.77711.7232.5490.19650.93939.910216.274

YR =4.7807823622YG5.4189841566ERROR0.63820179443 NIVEL



YR =4.6397349404YG5.1696396396ERROR0.5299046993

4 NIVEL



YR =4.629049144YG5.2836626281ERROR0.6546134841

Analisis Sismico(x-y)ANALISIS SISMICO PRIMER NIVELANALISIS SISMICO PRIMER NIVEL

ANALISIS SISMICO PARA LOS MUROS EN EL EJE "X"C.R.YCORTANTE CADA PISOANALISIS SISMICO PARA LOS MUROS EN EL EJE "y"C.R.XmurotLYvRY-YRR*YR*(Y-Yr)R*(Y-Yr)^2AV1AV2V1V2 VYRvmurotLxvRx-xRR*xR*(x-xr)R*(x-xr)^2AV1AV2V1V2 VXR1x0.141.257.670.2480.0162.6360.1200.0410.1080.0190749229-0.0110.26721939480.2380.2675.03417.581Y0.140.740.070.060.004-3.3630.0003-0.0120.04115-0.0070.0000.05760.0650.06463.4332x0.143.747.672.8350.1782.6361.3680.4701.2390.2179346108-0.1203.05303226022.7153.0535.03417.582Y0.143.740.073.170.178-3.3630.012-0.6002.017-0.3410.0012.82503.1663.16643.4333x0.142.497.671.3060.0822.6360.6300.2170.5710.1003985999-0.0551.40647767371.2511.4065.03417.583Y0.141.240.070.270.015-3.3630.001-0.0510.173-0.0290.0000.24200.2710.27133.4334x0.1417.670.1350.0092.6360.0650.0220.0590.0103992612-0.0060.14568259580.1300.1465.03417.584Y0.1411.220.150.009-2.2130.010-0.0190.042-0.0110.0000.14040.1510.15113.4335x0.1416.770.1350.0091.7360.0580.0150.0260.0068484474-0.0040.1421317820.1320.1425.03417.585Y0.142.242.471.160.065-0.9630.162-0.0630.061-0.0360.0001.12481.1611.16073.4336x0.142.2651.0600.067-0.0340.333-0.0020.000-0.00105635420.0011.0589300611.0611.0615.03417.586Y0.142.753.511.790.1010.0770.3540.0080.0010.004-0.0001.79341.7891.79343.4337x0.140.934.920.1110.007-0.1140.034-0.0010.000-0.00036804920.0000.11016849580.1110.1115.03417.587Y0.143.753.513.180.1790.0770.6290.0140.0010.008-0.0003.18803.1803.18803.4338x0.141.864.920.6780.043-0.1140.210-0.0050.001-0.00225856870.0010.67605930530.6800.6805.03417.588Y0.140.254.380.000.0000.9470.0010.0000.0000.000-0.0000.00270.0030.00263.4339x0.140.540.0190.001-1.0340.005-0.0010.001-0.00055825760.0000.01795150510.0190.0195.03417.589Y0.142.755.381.790.1011.9470.5420.1960.3820.111-0.0001.90041.7891.90043.43310x0.143.53.822.5260.159-1.2140.607-0.1930.234-0.08945036150.0492.43670966842.5762.5765.03417.5810Y0.141.017.010.160.0093.5770.0610.0310.1120.018-0.0000.17300.1550.17303.43311x0.141.462.90.3720.023-2.1340.068-0.0500.107-0.02318212430.0130.34928055050.3850.3855.03417.5811Y0.140.754.840.070.0041.4070.0180.0050.0070.003-0.0000.07010.0670.07013.43312x0.140.742.670.0580.004-2.3640.010-0.0090.020-0.003987550.0020.05384682070.0600.0605.03417.5812Y0.1418.280.150.0094.8470.0700.0410.2000.023-0.0000.17450.1510.17453.43313x0.142.491.631.3060.082-3.4040.134-0.2800.952-0.12966478190.0721.17641429181.3781.3785.03417.5813Y0.140.998.280.150.0084.8470.0690.0400.1950.023-0.0000.16970.1470.16973.43314x0.142.51.571.3170.083-3.4640.130-0.2870.995-0.13306794480.0731.18407507441.3911.3915.03417.5814Y0.143.58.282.820.1594.8471.3160.7703.7350.437-0.0013.25822.8203.25823.43315x0.141.250.070.2480.016-4.9640.001-0.0780.385-0.03592464620.0200.21221982580.2680.2685.03417.5815Y0.140.767.070.070.0043.6370.0280.0140.0520.008-0.0000.07780.0700.07783.43316x0.144.740.074.1480.261-4.9640.018-1.2966.432-0.60052929870.3323.54754288754.4804.4805.03417.5816Y0.141.2411.720.270.0158.2870.1790.1271.0500.072-0.0000.34310.2710.34313.43317X0.140.740.070.0580.004-4.9640.000-0.0180.090-0.00837286150.0050.04946150920.0620.0625.03417.5817y0.142.2411.721.160.0658.2870.7670.5424.4920.308-0.0011.46841.1601.46843.43318x0.1420.071.0160.064-4.9640.004-0.3171.575-0.14708104440.0810.86886071011.0971.0975.03417.5818y0.142.2411.721.160.0658.2870.7670.5424.491710.308-0.0011.46841.1601.46843.4331.106-1.77112.7960.9911.58617.05138

Mt =vn(1.5*e+e*acc)1Mt =vn(e+e*acc)2Mt =vn(1.5*e+e*acc)1Dx =longitud en x11.51Mt =vn(e+e*acc)2e x =0.141Dy =longitud en y7.74eacc.x0.5755e y =0.385mt113.83eacc.y0.387mt2-7.64mt116.9479821136mt2-0.0384524738

V-- SEGUNDO PISO XC.R.YV-- SEGUNDO PISO YC.R.XmurotLYvRY-YRR*YR*(Y-Yr)R*(Y-Yr)^2AV1AV2V1V2 VYRvmurotLxvRx-xRR*xR*(x-xr)R*(x-xr)^2AV1AV2V1V2 VXR1x0.141.257.670.11498815820.0163.0300.1200.0470.14340.0114982517-0.00634767460.1260.1090.1094.64015.821Y0.140.740.070.060.004-3.1150.0003-0.0110.03530-0.00337454960.0000.050.060.0583.1852x0.143.747.671.3140.1783.0301.3680.5411.640.13-0.071.4451.2411.4454.64015.822Y0.143.740.072.850.178-3.1150.012-0.5561.731-0.16542373350.0002.682.852.6843.1853x0.142.497.670.6050.0823.0300.6300.2490.750.06-0.030.6660.5720.6664.64015.823Y0.141.240.070.240.015-3.1150.001-0.0480.148-0.01417232230.0000.22990.24410.2303.1854x0.1417.670.0630.0093.0300.0650.0260.080.01-0.000.0690.0590.0694.64015.824Y0.1411.220.140.009-1.9650.010-0.0170.033-0.0049790090.0000.130.140.1313.1855x0.1416.770.0630.0092.1300.0580.0180.040.00-0.000.0670.0600.0604.64015.825Y0.142.242.471.040.06540-0.7150.162-0.0470.033-0.01391423960.0001.03061.04461.0313.1856x0.142.2650.4910.0670.3600.3330.0240.010.01-0.000.4970.4880.4884.64015.826Y0.142.753.511.610.1010.3250.3540.0330.0110.0097680082-0.0001.621.611.6203.1857x0.140.934.920.0510.0070.2800.0340.0020.000.00-0.000.0520.0510.0514.64015.827Y0.143.753.512.860.1790.3250.6290.0580.0190.0173639474-0.0002.882.862.8623.1858x0.141.864.920.3140.0430.2800.2100.0120.000.00-0.000.3170.3130.3134.64015.828Y0.140.254.380.000.0001.1950.0010.0000.0000.0000530716-0.0000.000.000.0023.1859x0.140.540.0090.001-0.6400.005-0.0010.00-0.000.000.0080.0090.0094.64015.829Y0.142.755.381.610.1012.1950.5420.2210.4860.0658960943-0.0001.681.611.6103.18510x0.143.53.821.1710.159-0.8200.607-0.1300.11-0.030.021.1391.1881.1884.64015.8210Y0.141.017.010.140.0093.8250.0610.0330.1280.0099659274-0.0000.150.140.1503.18511x0.141.462.90.1730.023-1.7400.068-0.0410.07-0.010.010.1630.1780.1784.64015.8211Y0.140.754.840.060.0041.6550.0180.0060.0100.0018639503-0.0000.060.060.0623.18512x0.140.742.670.0270.004-1.9700.010-0.0070.01-0.000.000.0250.0280.0284.64015.8212Y0.1418.280.140.0095.0950.0700.0430.2210.0129139318-0.0000.150.140.1493.18513x0.142.491.630.6050.082-3.0100.134-0.2470.74-0.060.030.5450.6380.6384.64015.8213Y0.140.998.280.130.0085.0950.0690.0420.2150.0125591686-0.0000.140.130.1453.18514x0.142.51.570.6100.083-3.0700.130-0.2540.78-0.060.030.5490.6440.6444.64015.8214Y0.143.58.282.540.1595.0951.3160.8104.1270.2411432165-0.0012.77982.53812.7803.18515x0.141.250.070.1150.016-4.5700.001-0.0710.33-0.020.010.0980.1250.1254.64015.8215Y0.140.767.070.060.0043.8850.0280.0150.0590.0045438459-0.0000.070.060.0673.18516x0.144.740.071.9220.261-4.5700.018-1.1935.45-0.290.161.6322.0822.0824.64015.8216Y0.141.2411.720.240.0158.5350.1790.1301.1130.0388391508-0.0000.280.240.2443.18517X0.140.740.070.0270.004-4.5700.000-0.0170.08-0.000.000.0230.0290.0294.64015.8217y0.142.2411.721.040.0658.5350.7670.5584.7650.1662053278-0.0001.2111.0441.2113.18518x0.1420.078.1451.106-4.5700.077-5.05423.10-1.230.686.9178.8238.8234.64015.8218y0.142.2411.721.040.0658.5350.7670.5584.764890.1662053278-0.0001.211.041.2113.1852.148-6.09733.3320.9911.83217.90009

Mt =vn(1.5*e+e*acc)1Mt =vn(1.5*e+e*acc)1Mt =vn(e+e*acc)2Mt =vn(e+e*acc)2Dx =longitud en x7.74Dx =longitud en x11.51e y =0.385e x =0.141eacc.y0.387eacc.x0.5755mt115.2531839023mt112.45mt2-0.0346072264mt2-6.8731720315

V- tercer PISO C.R.YV--TERCER PISO YC.R.XmurotLYvRY-YRR*YR*(Y-Yr)R*(Y-Yr)^2AV1AV2V1V2 VYRvmurotLxvRx-xRR*xR*(x-xr)R*(x-xr)^2AV1AV2V1V2 VXR1x0.141.257.670.08943523410.0163.0300.1200.0470.1430.0130835566-0.0070.1030.08220.08224.64012.301Y0.140.740.070.050.004-3.0490.0003-0.0110.00012-0.0040.0000.04140.0450.04523.1192x0.143.747.671.021814510.1783.0301.3680.5411.6380.149482115-0.0831.1712966250.9391.1712966254.64012.302Y0.143.740.072.220.178-3.0490.012-0.5440.29590-0.1840.0002.03172.2162.03173.1193x0.142.497.670.4707317750.0823.0300.6300.2490.7550.0688637523-0.0380.53959552730.4330.53959552734.64012.303Y0.141.240.070.190.015-3.0490.001-0.0470.00217-0.0160.0000.17410.1900.17413.1194x0.1417.670.04875827620.0093.0300.0650.0260.0780.0071328898-0.0040.0558911660.0450.0558911664.64012.304Y0.1411.220.110.009-1.8990.010-0.0160.00026-0.0050.0000.10030.1060.10033.1195x0.1416.770.04875827620.0092.1300.0580.0180.0390.005014395-0.0030.05377267120.0460.0464.64012.305Y0.142.242.470.810.065-0.6490.162-0.0420.00180-0.0140.0000.79800.8120.79803.1196x0.142.2650.38203604720.0670.3600.3330.0240.0090.0066445112-0.0040.38868055840.3780.3784.64012.306Y0.142.753.511.250.1010.3910.3540.0390.001550.013-0.0001.26561.2521.26563.1197x0.140.934.920.03983913770.0070.2800.0340.0020.0010.0005390331-0.0000.04037817080.0400.0404.64012.307Y0.143.753.512.230.1790.3910.6290.0700.004910.024-0.0002.24982.2262.22603.1198x0.141.864.920.24447660420.0430.2800.2100.0120.0030.0033078272-0.0020.24778443140.2430.2434.64012.308Y0.140.254.380.000.0001.2610.0010.0000.000000.000-0.0000.00190.0020.00193.1199x0.140.540.00667121430.001-0.6400.005-0.0010.000-0.00020603520.0000.00646517910.0070.0074.64012.309Y0.142.755.381.250.1012.2610.5420.2280.051950.077-0.0001.32951.2521.32953.11910x0.143.53.820.91046845380.159-0.8200.607-0.1300.107-0.03603088250.0200.87443757130.9300.9304.64012.3010Y0.141.017.010.110.0093.8910.0610.0340.001160.012-0.0000.12020.1090.12023.11911x0.141.462.90.13424150150.023-1.7400.068-0.0410.071-0.01127473740.0060.12296676410.1400.1404.64012.3011Y0.140.754.840.050.0041.7210.0180.0070.000040.002-0.0000.04920.0470.04923.11912x0.140.742.670.02084443170.004-1.9700.010-0.0070.014-0.00198214030.0010.01886229130.0220.0224.64012.3012Y0.1418.280.110.0095.1610.0700.0440.001930.015-0.0000.12060.1060.12063.11913x0.142.491.630.4707317750.082-3.0100.134-0.2470.744-0.06839719870.0380.40233457630.5080.5084.64012.3013Y0.140.998.280.100.0085.1610.0690.0430.001830.014-0.0000.11730.1030.11733.11914x0.142.51.570.47471939780.083-3.0700.130-0.2540.781-0.07035166910.0390.40436772870.5140.5144.64012.3014Y0.143.58.281.970.1595.1611.3160.8200.672960.278-0.0012.25241.9742.25243.11915x0.141.250.070.08943523410.016-4.5700.001-0.0710.326-0.01973041450.0110.06970481960.1000.1004.64012.3015Y0.140.767.070.050.0043.9510.0280.0160.000240.005-0.0000.05400.0490.05403.11916x0.144.740.071.49503152010.261-4.5700.018-1.1935.451-0.32982070040.1821.16521081971.6771.6774.64012.3016Y0.141.2411.720.190.0158.6010.1790.1310.017280.045-0.0000.23440.1900.18973.11917X0.140.740.070.02084443170.004-4.5700.000-0.0170.076-0.00459851510.0030.01624591650.0230.0234.64012.3017y0.142.2411.720.810.0658.6010.7670.5630.316430.191-0.0001.00300.81201.00303.11918x0.1420.076.33499946821.106-4.5700.077-5.05423.096-1.39757184610.7724.93742762217.1077.1074.64012.3018y0.142.2411.720.810.0658.6010.7670.5630.316430.191-0.0001.00300.8121.00303.11912.3038372892.15-6.09733.3320.9911.8971.68696

Mt =vn(1.5*e+e*acc)1Mt =vn(1.5*e+e*acc)1Mt =vn(e+e*acc)2Mt =vn(e+e*acc)2Dx =longitud en x11.51Dy =longitud en y7.74e x =0.141e y =0.385eacc.x0.5755eacc.y0.387mt19.68mt111.8635874796mt2-5.35mt2-0.0269167317V-- CUARTO PISO XC.R.YV-- CUARTO PISO YC.R.XmurotLYvRY-YRR*YR*(Y-Yr)R*(Y-Yr)^2AV1AV2V1V2 VYRvmurotLxvRx-xRR*xR*(x-xr)R*(x-xr)^2AV1AV2V1V2 VXR1x0.141.257.670.05110584810.0163.0410.1200.0470.1440.0050996528-0.0030.05620550090.1070.1074.6297.031Y0.140.740.070.030.004-3.0040.0003-0.0110.03283-0.0010.00000.02440.0260.02583.0742x0.143.747.670.58389400570.1783.0411.3680.5421.6500.0582645005-0.0320.64215850621.2261.2264.6297.032Y0.143.740.071.270.178-3.0040.012-0.5361.610-0.0710.00021.19581.2661.19583.0743x0.142.497.670.26898958570.0823.0410.6300.2500.7600.0268414193-0.0150.2958310050.5650.2958310054.6297.033Y0.141.240.070.110.015-3.0040.001-0.0460.138-0.0060.00000.10240.10850.10243.0744x0.1417.670.02786187210.0093.0410.0650.0260.0790.0027802273-0.0020.03064209940.0590.0594.6297.034Y0.1411.220.060.009-1.8540.010-0.0160.029-0.0020.00000.05830.0600.05833.0745x0.1416.770.02786187210.0092.1410.0580.0180.0390.0019573911-0.0010.02981926320.0580.0584.6297.035Y0.142.242.470.460.065-0.6040.162-0.0390.024-0.0050.00000.45900.4640.45903.0746x0.142.2650.21830631270.0670.3710.3330.0250.0090.0026573165-0.0010.22096362920.4390.4394.6297.036Y0.142.753.510.720.1010.4360.3540.0440.0190.006-0.00000.72140.7160.72143.0747x0.140.934.920.02276522150.0070.2910.0340.0020.0010.0002173462-0.0000.02298256780.0460.0464.6297.037Y0.143.753.511.270.1790.4360.6290.0780.0340.010-0.00001.28231.2721.27203.0748x0.141.864.920.13970091670.0430.2910.2100.0120.0040.0013337656-0.0010.14103468230.2810.2814.6297.038Y0.140.254.380.000.0001.3060.0010.0000.0000.000-0.00000.00110.0010.00113.0749x0.140.540.00381212250.001-0.6290.005-0.0010.000-0.00007868860.0000.00373343380.0080.0084.6297.039Y0.142.755.380.720.1012.3060.5420.2330.5360.031-0.00010.74620.7160.71553.07410x0.143.53.820.52026768790.159-0.8090.607-0.1290.104-0.01381218430.0080.50645550351.0271.0274.6297.0310Y0.141.017.010.060.0093.9360.0610.0340.1360.005-0.00000.06660.0620.06663.07411x0.141.462.90.07670942950.023-1.7290.068-0.0410.070-0.00435227870.0020.07235715070.1490.1494.6297.0311Y0.140.754.840.030.0041.7660.0180.0070.0120.001-0.00000.02770.0270.02773.07412x0.140.742.670.01191110380.004-1.9590.010-0.0070.014-0.00076569880.0000.0111454050.0230.0234.6297.0312Y0.1418.280.060.0095.2060.0700.0440.2310.006-0.00000.06630.0600.06633.07413x0.142.491.630.26898958570.082-2.9990.134-0.2460.739-0.02647156740.0150.24251801830.5120.5124.6297.0313Y0.140.998.280.060.0085.2060.0690.0430.2240.006-0.00000.06440.0590.06443.07414x0.142.51.570.27126822730.083-3.0590.130-0.2540.776-0.02722989660.0150.24403833070.5150.5154.6297.0314Y0.143.58.281.130.1595.2061.3160.8284.3090.109-0.00021.23721.12801.23723.07415x0.141.250.070.05110584810.016-4.5590.001-0.0710.325-0.00764549280.0040.04346035530.0950.0954.6297.0315Y0.140.767.070.030.0043.9960.0280.0160.0630.002-0.00000.02990.0280.02993.07416x0.144.740.070.85430372580.261-4.5590.018-1.1905.425-0.12780480530.0710.72649892051.5811.5814.6297.0316Y0.141.2411.720.110.0158.6460.1790.1321.1430.017-0.00000.12590.1080.10843.07417X0.140.740.070.01191110380.004-4.5590.000-0.0170.076-0.00178191460.0010.01012918920.0220.0224.6297.0317y0.142.2411.720.460.0658.6460.7670.5654.8890.074-0.00020.53860.46410.53863.07418x0.1420.073.61999969611.106-4.5590.077-5.04222.988-0.54155605610.2993.078443646.6986.6984.6297.0318y0.142.2411.720.460.0658.6460.7670.5654.889480.074-0.00020.53860.4640.53863.0742.148-6.07433.2020.9911.94218.31849

Mt =vn(1.5*e+e*acc)1Mt =vn(1.5*e+e*acc)1Mt =vn(e+e*acc)2Mt =vn(e+e*acc)2Dx =longitud en x11.51Dy =longitud en y7.74e x =0.141e y =0.385eacc.x0.5755eacc.y0.387mt15.53mt16.7791928455mt2-3.05mt2-0.0153809895

Resm. Cort.ANALISIS SISMICO PARA LOS MUROS En el EJE X - XMuroLongitud. L (m)Primer PisoSegundo PisoTercer PisoCuarto PisoCort. Vn (Tn)Cort. Vi (Tn)Cort. Vn (Tn.)Cort. Vi (Tn)Cort. Vn (Tn.)Cort. Vi (Tn)Cort. Vn (Tn.)Cort. Vi (Tn)1x1.2517.580.2715.820.1112.300.087.030.112x3.7417.583.0515.821.4512.301.177.031.233x2.4917.581.4115.820.6712.300.547.030.304x1.0017.580.1515.820.0712.300.067.030.065x1.0017.580.1415.820.0612.300.057.030.066x2.2617.581.0615.820.4912.300.387.030.447x0.9317.580.1115.820.0512.300.047.030.058x1.8617.580.6815.820.3112.300.247.030.289x0.5017.580.0215.820.0112.300.017.030.0110x3.5017.582.5815.821.1912.300.937.031.0311x1.4617.580.3915.820.1812.300.147.030.1512x0.7417.580.0615.820.0312.300.027.030.0213x2.4917.581.3815.820.6412.300.517.030.5114x2.5017.581.3915.820.6412.300.517.030.5215x1.2517.580.2715.820.1212.300.107.030.0916x4.7417.584.4815.822.0812.301.687.031.5817X0.7417.580.0615.820.0312.300.027.030.0218x2.0017.581.1015.828.8212.307.117.036.70En el EJE Y - YMuroLongitud. L (m)Primer PisoSegundo PisoTercer PisoCuarto PisoCort. Vn (Tn)Cort. Vi (Tn)Cort. Vn (Tn.)Cort. Vi (Tn)Cort. Vn (Tn.)Cort. Vi (Tn)Cort. Vn (Tn.)Cort. Vi (Tn)1Y0.7417.580.0615.820.05812.300.057.030.032Y3.7417.583.1715.822.68412.302.037.031.203Y1.2417.580.2715.820.23012.300.177.030.104Y1.0017.580.1515.820.13112.300.107.030.065Y2.2417.581.1615.821.03112.300.807.030.466Y2.7517.581.7915.821.62012.301.277.030.727Y3.7517.583.1915.822.86212.302.237.031.278Y0.2517.580.0015.820.00212.300.007.030.009Y2.7517.581.9015.821.61012.301.337.030.7210Y1.0117.580.1715.820.15012.300.127.030.0711Y0.7517.580.0715.820.06212.300.057.030.0312Y1.0017.580.1715.820.14912.300.127.030.0713Y0.9917.580.1715.820.14512.300.127.030.0614Y3.5017.583.2615.822.78012.302.257.031.2415Y0.7617.580.0815.820.06712.300.057.030.0316Y1.2417.580.3415.820.24412.300.197.030.1117y2.2417.581.4715.821.21112.301.007.030.5418y2.2417.581.4715.821.21112.301.007.030.54

Dise Muros(x-y) OBTENCION DE LAS FUERZAS VERTICALES DE GRAVEDAD SOBRE CADA MURO

Peso Total de muros174.37TnPeso de la losa101.42TnCarga Permanente Total PD 275.79TnCarga Movil o Viva ( Tn )PL17.61TnLongitud Total Muros ( mt )Lm66.39mCarga Permanente sobre WD4.15Tn/mlos muros en el primer NivelWL0.265Tn/m2.- DISEO DE MUROS2.- DISEO DE MUROS2.1- ESFUERZO CORTANTE ACTUANTE EN CADA MURO.2.1- ESFUERZO CORTANTE ACTUANTE EN CADA MURO.Para el EJE X - XPara el EJE Y - YMuroLong. (m)Espesor ( t ) Vi (Tn) Vact (Tn)MuroLong. (m)Espesor ( t ) Vi (Tn) Vact (Tn)1x1.250.140.271.531Y0.740.140.060.622x3.740.143.055.832Y3.740.143.176.053x2.490.141.414.033Y1.240.140.271.564x1.000.140.151.044Y1.000.140.151.085x1.000.140.141.025Y2.240.141.163.706x2.260.141.063.356Y2.750.141.794.667x0.930.140.110.857Y3.750.143.196.078x1.860.140.682.618Y0.250.140.000.089x0.500.140.020.279Y2.750.141.904.9410x3.500.142.585.2610Y1.010.140.171.2211x1.460.140.391.8811Y0.750.140.070.6712x0.740.140.060.5812Y1.000.140.171.2513x2.490.141.383.9513Y0.990.140.171.2214x2.500.141.393.9714Y3.500.143.266.6515x1.250.140.271.5315Y0.760.140.080.7316x4.740.144.486.7516Y1.240.140.341.9817X0.740.140.060.6017y2.240.141.474.6818x2.000.141.103.9218y2.240.141.474.68x34.4548.98y32.1951.843. VERIFICACION DEL MURO A LA FISURACION3. VERIFICACION DEL MURO A LA FISURACION

Vact 1

Donde: Concreto f ' c ( kg / cm2 )210.00 Acero f ' y ( kg/ cm2 )4200.00f ' y =4200.00kg/cm2Ah = Armadura Horizontal a la distancia SS =100.00cmf = 1,00 Evitar el Exceso de SeguridadH = Altura Total del Muro Acero f ' y =4200.00kg/cm2S =100.00cmMuroLong. (cm) Vu ( Kg )d ( cm )Ash (cm2/m)MuroLong. (cm) Vu ( Kg )d ( cm )Ash (cm2/m)1x125.00619.14100.000.1471Y74.00149.6659.200.0602x374.007073.76299.200.5632Y374.007336.48299.200.5843x249.003258.76199.200.3903Y124.00628.5499.200.1514x100.00337.5480.000.1004Y100.00350.0580.000.1045x100.00329.3180.000.0985Y224.002689.25179.200.3576x226.002457.30180.800.3246Y275.004155.18220.000.4507x93.00256.5874.400.0827Y375.007386.40300.000.5868x186.001574.53148.800.2528Y25.006.1320.000.0079x50.0043.6040.000.0269Y275.004403.21220.000.47710x350.005967.43280.000.50710Y101.00400.9480.800.11811x146.00892.63116.800.18211Y75.00162.4960.000.06412x74.00139.1059.200.05612Y100.00404.2880.000.12013x249.003191.99199.200.38213Y99.00393.1779.200.11814x250.003221.98200.000.38414Y350.007549.10280.000.64215x125.00620.89100.000.14815Y76.00180.2960.800.07116x474.0010379.06379.200.65216Y124.00795.0299.200.19117X74.00144.7159.200.05817y224.003402.14179.200.45218x200.002542.03160.000.37818y224.003402.14179.200.452ACERO HORIZONTAL MINIMOACERO HORIZONTAL MINIMO

MuroEsp. ( t ) cmS ( cm )Ash (cm2/m)MuroEsp. ( t ) cmS ( cm )Ash (cm2/m)1x14.00100.001.401Y14.00100.001.402x14.00100.001.402Y14.00100.001.403x14.00100.001.403Y14.00100.001.404x14.00100.001.404Y14.00100.001.405x14.00100.001.405Y14.00100.001.406x14.00100.001.406Y14.00100.001.407x14.00100.001.407Y14.00100.001.408x14.00100.001.408Y14.00100.001.409x14.00100.001.409Y14.00100.001.4010x14.00100.001.4010Y14.00100.001.4011x14.00100.001.4011Y14.00100.001.4012x14.00100.001.4012Y14.00100.001.4013x14.00100.001.4013Y14.00100.001.4014x14.00100.001.4014Y14.00100.001.4015x14.00100.001.4015Y14.00100.001.4016x14.00100.001.4016Y14.00100.001.4017X14.00100.001.4017y14.00100.001.4018x14.00100.001.4018y14.00100.001.40

PhHtokV1hHtL

acero

ACERO EN MUROS DE ALBAILERIA X1.- Diseo para los muros "X" para el primer nivel.K=2.25fy=4,200kg/cm2f'm=100kg/cm2s=100cmmalest0Murotcm Lcm Vi(Tn)PD(Tn)P(D+L) (T)M(Tn-m)fd(Kg/cm2) Vact(Kg/cm2)Vadm Pu(Tn) phiMu(Tn-m)dasumidoAsvadcalculadoVu(Tn)Ash Ashmin1x14.01250.275.195.523.99157.601.5329.578.290.766.61111.002.8310.00120.000.620.1471.402x14.03743.0515.5416.5345.6152.675.8310.6824.790.7675.49360.009.9935.24356.387.070.5631.403x14.02491.4110.3411.0021.0179.114.0315.4416.510.7634.78235.007.0524.87236.563.260.3901.404x14.01000.154.154.422.18197.001.0436.666.630.763.6086.001.997.0496.480.340.1001.405x14.01000.144.154.422.12197.001.0236.666.630.763.5186.001.956.8796.570.330.0981.406x14.02261.069.399.9915.8587.173.3516.8914.980.7626.22212.005.8920.79215.612.460.3241.407x14.0930.113.864.111.65211.820.8539.336.170.762.7479.001.655.8290.090.260.0821.408x14.01860.687.738.2210.15105.912.6120.2612.330.7616.80172.004.6516.42177.791.570.2521.409x14.0500.022.082.210.28393.990.2772.123.310.760.4736.000.622.1748.910.040.0261.4010x14.03502.5814.5415.4738.4856.285.2611.3323.200.7663.68336.009.0331.85334.075.970.5071.4011x14.01460.396.076.455.76134.931.8825.499.680.769.53132.003.4412.13139.940.890.1821.4012x14.0740.063.073.270.90266.210.5849.124.910.761.4860.001.184.1671.920.140.0561.4013x14.02491.3810.3411.0020.5879.113.9515.4416.510.7634.06235.006.9024.36236.823.190.3821.4014x14.02501.3910.3911.0520.7878.803.9715.3816.570.7634.38236.006.9424.49237.763.220.3841.4015x14.01250.275.195.524.00157.601.5329.578.290.766.63111.002.8410.03119.980.620.1481.4016x14.04744.4819.6920.9566.9341.566.758.6831.420.76110.76460.0011.4740.47453.7710.380.6521.4017X14.0740.063.073.270.93266.210.6049.124.910.761.5460.001.234.3271.840.140.0581.4018x14.02001.108.318.8416.3998.503.9218.9313.260.7627.13186.006.9424.51187.742.540.3781.40

ACERO EN MUROS DE ALBAILERIA Y

Murotcm Lcm Vi(Tn)PD(Tn)P(D+L) (T)Mi(Tn-m)fd(Kg/cm2) Vact(Kg/cm2)Vadm Pu(Tn) phiMu(Tn-m)dasumidoAsvadcalculadoVu(Tn)Ash Ashmin1Y14740.063.073.270.97266.210.6249.124.910.761.6060.002.711.8160.000.150.0601.402Y143743.1715.5416.5347.3152.676.0510.6824.790.7678.29360.004.220.56360.007.340.5841.403Y141240.275.155.484.05158.871.5629.808.220.766.71110.005.112.04110.000.630.1511.404Y141000.154.154.422.26197.001.0836.666.630.763.7486.003.901.9386.000.350.1041.405Y142241.169.319.9017.3487.943.7017.0314.850.7628.70210.0010.282.27210.002.690.3571.406Y142751.7911.4212.1526.7971.634.6614.0918.230.7644.34261.0012.662.28261.004.160.4501.407Y143753.1915.5816.5747.6352.536.0710.6624.860.7678.83361.004.250.56361.007.390.5861.408Y14250.001.041.100.04787.980.08143.041.660.760.0711.001.182.3311.000.010.0071.409Y142751.9011.4212.1528.3971.634.9414.0918.230.7646.99261.0013.152.36261.004.400.4771.4010Y141010.174.204.462.59195.051.2236.316.700.764.2887.004.192.0587.000.400.1181.4011Y14750.073.123.311.05262.660.6748.484.970.761.7361.002.811.8561.000.160.0641.4012Y141000.174.154.422.61197.001.2536.666.630.764.3186.004.222.0986.000.400.1201.4013Y14990.174.114.382.54198.991.2237.026.560.764.2085.004.172.0885.000.390.1181.4014Y143503.2614.5415.4748.6856.286.6511.3323.200.7680.56336.005.660.80336.007.550.6421.4015Y14760.083.163.361.16259.200.7347.865.040.761.9262.002.951.9262.000.180.0711.4016Y141240.345.155.485.13158.871.9829.808.220.768.48110.005.882.34110.000.800.1911.4017y142241.479.319.9021.9487.944.6817.0314.850.7636.31210.0012.002.65210.003.400.4521.4018y142241.479.319.9021.9487.944.6817.0314.850.7636.31210.004.460.98210.003.400.4521.40

PD =275.79ton (Carga Muerta Total del Edificio)PL =17.61ton (Carga Viva Total del Edificio)L muros =66.39m (longitud de muro del primer piso).fm =100.00tn/cm2WD =4.15f'y =4200.0kg/cm2WL =0.27hv(m) =7.56mW(D+L) =4.42fc210

SDIRECCION Y

N Acero

PARA EL ACERO VERTICAL

cm2.

. Para el eje "X" 1/2 =1.27cm2.. Para el eje "Y" 1/2 =1.27ESTO VERIFICARMuroAsv (tot)N de AceroN de AceroMuroAsv (tot)N de AceroN de Acero1x2.832.232 1/21Y2.712.133 1/22x9.997.868 1/22Y4.223.333 1/23x7.055.556 1/23Y5.114.024 1/24x1.991.572 1/24Y3.903.073 1/25x1.951.532 1/25Y10.288.098 1/26x5.894.645 1/26Y12.669.9710 1/27x1.651.302 1/27Y4.253.353 1/28x4.653.664 1/28Y1.180.933 1/29x0.620.481 1/29Y13.1510.3510 1/210x9.037.118 1/210Y4.193.303 1/211x3.442.713 1/211Y2.812.212 1/212x1.180.931 1/212Y4.223.334 1/213x6.905.436 1/213Y4.173.283 1/214x6.945.466 1/214Y5.664.465 1/215x2.842.243 1/215Y2.952.322 1/216x11.479.039 1/216Y5.884.635 1/217X1.230.961 1/217y12.009.4510 1/218x6.945.476 1/218y4.463.514 1/2

ALFEISERDISEO DE ALFAIZERESLos alfeizares deben separarse de los muros .Por lo tanto deben disearse como elementos en voladizo sometidos a una carga horizontal sismica ( ws ) perpendicular a su plano.

Ws se calcula con la Formula

Donde :

C1 = 1 Para elementos que al fallar pueden precipitarse fuera de la edificacion U = 1 Factor de uso para la categoria C P = Peso de alfeiser

EL Momento seria

Amplificamos el momento y hallamos el acero vertical5.37

K=1.25 f =0.85 para alfeizer 3 / 8 =0.71cm2.

MuroLong( m ) PKg WsKg / m2MKg- m/ m MuKg- m/ m Ascm2 / cm N de AceroN de AceroV1x1.01254.52254.52153.98226.451.442.032 3 / 8V2x0.76191.52191.52115.87170.401.081.522 3 / 8V3x0.67168.84168.84102.15150.220.951.341 3 / 8V4x0.51128.52128.5277.75114.350.731.021 3 / 8

Verificamos la Traccion en la albaileria

MuroLong( m ) tcm PKg f'tKg/cm2 V1x1.0114254.520.779V2x0.7614191.520.586V3x0.6714168.840.517V4x0.5114128.520.393

f ' t < 8 kg/cm2,,,,,,,,,,0.000

1.00

DIAFRAGMA

diseo del diafragma horizontal

A.-calculamos el espesor

a=6.24mb=3.58m e =0.12e =0.12 cm

B.-metrado de cargas

En 1,00 m2 :

Peso Propio + Piso Terminado = ( 0.12 )* ( 2.40 ) + 0.1 =0.39tn/m2

Sobre Carga:S/C( tn/m2 ) =0.20 WL

Carga de Servicio :Ws = Wd+ Wl Ws = 0.59Tn/m2

c.-Carga ultimo de diseo

Donde : Wd = Carga Permanente ( Tn / m2 )Wl = Carga de Servicio ( Tn / m2 )

Pu = 0.88tn/m2d.- Calculo momento ultimo

Para el momento ultimo usaremos el metodo de la Linea k. w. Johansen

Donde :

Consideramos :

i1 =i4 =0.00 i3 =i2 =0.50

ar =5.61m.br =3.22m.Mu =0.6009tn - m / m

E.- calculo del acero positivo

Hallamos el acero utilizando la Formula de la rotura :

b =100.00cmd =8.00cmre =4.00cmf ' c =210.00kg / cm2f ' y =4200.00kg / cm2 = 0.90

1 / 2 =1.27cm2.

PRIMERA TANTEO2DA TANTEOaasumido Mu (kg-cm / cm)As(+) (cm2 / m)a calculadoAs(+) (cm2 / m)a calculado1.6060093.232.210.522.050.48

N de AceroN de Acero @ (m) acero1.622 1 / 21.95

o

LOSA DE CIMENTACIONdiseo del diafragma cimentacion

Escogemos una losa de por lo menos de espesor de 25 cm . Para poder colocar con facilidad la armadura y para que tenga suficiente rigidez

Verificamos el pao mas grande : La Sala - Comedor

La Carga Vertical aplicada seria :

Donde :

Donde :

Pd =275.79tnL1=6.24mPL =17.61tnL2=3.58mA = 88.04m2s/c=0.2tn/m2

Wd = 3.13Tn / m2WL = 0.05Tn / m2

Wpeso. Propio =0.60Tn / m2

Wu = 4.47Tn / m2

Asumimos la reaccion total a la subrazante se acomada a los apoyos de la sgte manera. El valor de lareaccion del suelo tiene un valor equivalente entre 3 y 4 veces el valor de Qu1.Igualando la reaccion total a la carga vertical total y asumiendo Qu2 = 8,5 Ton/m2 podemos hallar Qu1.

El acero positivo en la losa As(+) lo hallamos con la carga Qu1 y el negativo con Qu2 .

3.35.92

longitud =6.24mt.11.6751.9ancho =3.58mt.22.1825Wu =4.47tn/m216.55

Ru( total ) =Wu (total ) =99.87tn.

Reaccion Ultima Total ( Ru ):

A1=16.55A2=9.02Ru( total ) =((5,435*3,045)*Qu1)+((2*0,5*3,58)+(2*0,5*5,435)*8.50)Qu2=8.5

Ru( total ) =16,55 ( Qu1 ) +9,02*8.5

99.8716,55 ( Qu1 ) +9,02*8.50Qu1=1.40

Qu28.56.06Qu1 =1.40

segundo tanteo:

A1=16.55A2=9.02Ru( total ) =((5,435*3,045)*Qu1)+((2*0,5*3,58)+(2*0,5*5,435)*7)Qu2=7

Ru( total ) =16,55( Qu1 ) + 9,02*7

99.8716,55 ( Qu1 ) + 9,02*7Qu1=2.22

Qu2 =73.15 Qu12.22 i3 =i4 =0.00 i2 =i3 =0.50

Momento ultimo ( Mu ) :

Lo hallamos por el metodo de las lineas de falla de k.w. Johansen con una carga igual a Qu1 y considerandovalores de : i3 =i4 =0.00 i2 =i3 =0.500.4

ar =5.61br =3.22mu=1.51tn - m/m

calculo del acero As ( + ) superior

Hallamos el acero utilizando la Formula de la rotura :

b =100.00cmd =21.00cmre =4.00cmf ' c =210.00kg / cm2f ' y =4200.00kg / cm2 = 0.90

1 / 2 =1.27cm2.

PRIMER TANTEOSEGUNDO TANTEOaasumido Mu (kg-cm / cm)As(+) (cm2 / m)a calculadoAs(+) (cm2 / m)a calculado4.20151150.182.120.500.400.09


calculo del acero As ( + ) inferior

calculo del acero As ( + ) inferior

Lo hallamos considerando la losa volando 50 cm y con la carga Qu2

Mu( - ) =0.88tn-m / m

3 / 8 =1.27cm2.PRIMER TANTEOSEGUNDO TANTEOaasumido Mu (kg-cm / cm)As(+) (cm2 / m)a calculadoAs(+) (cm2 / m)a calculado4.2087500.000.240.060.230.000012


Verificamos el acero minimo para las losas :

Asmin =4.5cm2/m 1/2 a @ ( m ) 0,25 ( Superior ).0.40cm2/m 1/2 a @ ( m ) 0,50 ( inferior ) .0.23cm2/m0.63< Asmin Asup=3.00cm2Ainf=1.50cm2

Verificacion de cortanteVerificamos el esfuerzo cortante asumiendo una reaccion de la subrazante constante ( por condicion )Donde :

V : Se presenta a una distancia "D" de las Caras

L1 =6.24 mt L2 = 3.58mtL' 1 =5.82mtL' 2 =3.16mtWu=4.47tn/m2

Vu =82.22Tn Vu =131610.00Kg

Vc = 53851179.00Kg > Vu

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