Trabajo de Albañileria -Jacky

Hoja1PROYECTO. Se realizar paso a paso en anlisis estructural y diseo de un edificio de cuatro pisos de albailera confinada. DATOS GENERALES DEL PROYECTO: Ubicacin :Lima N de Pisos :4 Uso :Vivienda Sistema Estructural :Albailera Comfinada. Distribucin Arquitectnica (rea Techada/piso) :106.76m Peso de la Albailera :1800Kg/m Albailera (f'm) :60Kg/cm Mortero (Cemento: Cal : Arena ) :114 Concreto (f'c) :210Kg/cm Acero (fy) :4200Kg/cm Resistencia del Terreno ( ) :2.5Kg/cm

Espesor de Muros : t =0.25m t =0.15m PARMETROS PARA EVALUAR LA FUERZA CORTANTE EN LA BASE :Z =0.40S =1.20U =1.00R =6Cmx =2.50

21.751.351.951.951.453.403.401.451.951.951.350.250.250.250.250.150.250.150.253.402.352.451.401.402.452.350.251.751.754.303.353.3512.453.450.250.253.451.952.052.051.950.150.150.152.750.150.153.952.950.150.152.951.202.500.150.250.251.355.451.504.001.555.451.3521.75SENTIDO DE TECHADO:3.303.42.1251.1251.1252.1253.43.301X9X1Y2Y4Y8Y12Y14Y15Y3.402X3X11X10X1.257Y9Y4X12X2.803Y13Y5Y11Y5X6X13X

16Y17Y3.956Y10Y7X8X14XLosa Macisa :e =20m PREDIMENSIONAMIENTO DE ELEMENTOS ESTRUCTURALES. 1.- LOSA ALIGERADA. Aplicando la relacin dada por el R.N.C, tenemos:e 5.00=0.2m25

Segn la siguiente Tabla:

Luz Libre (m).Espesor aligerado e(cm)4174a5205a6.5256.5a7.530

Elegimos :e =20cm 2.- METRADO DE CARGAS.

Para realizar el metrado de cargas se ha considerado los siguientes pesos: * Peso de Losa Aligerada :=300Kg/m

* Peso de Albailera :=1800Kg/m

* Peso de Acabados :=100Kg/m

* Peso del concreto armado :=2400Kg/m

* Sobrecargas (s/c) 1, 2, 3 nivel :=200Kg/m

* Sobrecargas (s/c) 4 nivel :=150Kg/m

* Altura de Muro (m) :=2.4m * Altura de Parapeto (m) :=0.90m

3.- ANLISIS Y DISEOS DE MUROS. 3.1.- DENOMINACIN Y LONGITUDES DE LOS MUROS EN CADA DIRECCINMURODIRECCIN ''X''MURODIRECCIN ''Y''Espesor t (m)Espesor t (m)0.130.230.130.231MX6.000.001MY19.60.002MX0.780.002MY1.80.003MX0.630.003MY5.60.004MX3.260.004MY0.600.005MX2.600.005MY1.750.006MX0.600.006MY0.550.007MX0.001.507MY0.005.18MX0.000.308MY1.910.009MX0.001.069MY12.340.0010MX0.001.0010MY0.002.5011MX0.000.3312MX0.000.2813MX0.004.85

TOTALES13.879.3244.157.60 Resumen :0.13m =13.87m0.1344.15m0.23m =9.32m0.237.60m 3.2.- VERIFICACIN DE LA DENSIDAD DE MUROS. Aplicamos la frmula dada para cada drireccin, tenemos :

Area en planta de muros en cada direccin en mArea en planta de la edificacin por piso en mN =Nmero de pisos Eje ''X'' :13.870.13+9.320.234106.761300.03700.0308 Eje ''Y'' :44.150.13+7.600.234106.761300.07010.0308 4.- ANLISIS DE MUROS POR CARGA VERTICAL.

El anlisis se realizar para un metro lineal de muro. DIRECCIN ''Y'' - PRIMER PISO.MuroEspesor t (m)rea Tributaria (m)Peso propio muros (Kg.)Peso Aligerado (Kg.)Peso acabados de aligerado (Kg.)Peso parapeto (Kg.)Total carga muerta ''Pd'' (Kg.)Total carga viva ''PL'' (Kg.)Esfuerzo act. Por carga muerta fd (Kg/cm2)Esfuerzo act. Por carga viva fL (Kg/cm2)Esfuerzo act. Total Fa (Kg/cm2)

1MY0.132.2252246.402670.00890.00210.606017.001668.754.631.28=5.912MY0.132.9252246.403510.001170.000.006926.402193.755.331.69=7.023MY0.130.8502246.401020.00340.000.003606.40637.502.770.49=3.264MY0.130.7752246.40930.00310.000.003486.40581.252.680.45=3.135MY0.132.5382246.403045.001015.000.006306.401903.134.851.46=6.326MY0.133.8752246.404650.001550.000.008446.402906.256.502.24=8.737MY0.232.9253974.403510.001170.000.008654.402193.753.760.95=4.728MY0.134.1872246.405024.401674.80210.609156.203140.257.042.42=9.469MY0.132.9252246.403510.001170.00210.607137.002193.755.491.69=7.1810MY0.232.9253974.403510.001170.000.008654.402193.753.760.95=4.72

000000 DIRECCIN ''X'' - PRIMER PISO.MuroEspesor t (m)rea Tributaria (m)Peso propio muros (Kg.)Peso Aligerado (Kg.)Peso acabados de aligerado (Kg.)Peso parapeto (Kg.)Total carga muerta ''Pd'' (Kg.)Total carga viva ''PL'' (Kg.)Esfuerzo act. Por carga muerta fd (Kg/cm2)Esfuerzo act. Por carga viva fL (Kg/cm2)Esfuerzo act. Total Fa (Kg/cm2)

1MX0.132.752246.403300.001100.00210.606857.002062.505.271.59=6.862MX0.132.7252246.403270.001090.000.006606.402043.755.081.57=6.653MX0.132.82246.403360.001120.000.006726.402100.005.171.62=6.794MX0.132.752246.403300.001100.000.006646.402062.505.111.59=6.705MX0.133.52246.404200.001400.000.007846.402625.006.042.02=8.056MX0.133.552246.404260.001420.00210.608137.002662.506.262.05=8.317MX0.237.1253974.408550.002850.000.0015374.405343.756.682.32=9.018MX0.234.5753974.405490.001830.000.0011294.403431.254.911.49=6.409MX0.237.06843974.408482.082827.360.0015283.845301.306.652.30=8.9510MX0.234.73974.405640.001880.000.0011494.403525.005.001.53=6.5311MX0.237.23974.408640.002880.000.0015494.405400.006.742.35=9.0812MX0.237.23974.408640.002880.000.0015494.405400.006.742.35=9.0813MX0.232.6253974.403150.001050.000.008174.401968.753.550.86=4.41

4.1.- CALCULO DEL ESFUERZO ADMISIBLE (Fa) Sabiendo que :

* Para t = 0.15m60Kg/cm

9.49Kg/cm * Para t = 0.25m11.10Kg/cm

4.2.- COMPROBACIN DE ESFUERZOS ACTUANTES (fa) CON EL ADMISIBLE (Fa)

Se tiene que cumplir para todos los muros, que: Entonces: Para Todos Los Muros con Espesor:t =0.13m

9.46Kg/cm Como :9.469.49Por Tanto :Esta CorrectoOkEsta CorrectoOkSe Redisear los Muros Para Todos Los Muros con Espesor:t =0.23m9.08Kg/cm Como :9.0811.10Por Tanto :Esta CorrectoOkEsta CorrectoOkSe Redisear los Muros 5.- CALCULO DEL PESO TOTAL DEL EDIFICIO (P). Datos :

Peso de Albailera :1800Kg/cm Longitud de muros portantes en la direccin ''X''13.87m Para t =0.13m9.32m Para t =0.23m Longitud de muros portantes en la direccin ''Y'' Para t =0.13m44.15m Para t =0.23m7.60m Altura de Muro :2.4m Espesor efectivo de muro (t1) :0.13m Espesor efectivo de muro (t2) :0.23m Longitud de muros no portantes0.00m Longitud de alfizares :5.83m Altura de alfeizar :0.90m N de Pisos :4 Peso de Aligerado :300Kg/m Peso de Acabado :100Kg/m

Area Techada :106.76m Sobrecarga 1, 2 y 3 nivel :200Kg/m Sobrecarga 4 Nivel :150Kg/m Longitud de Parapeto (Lp) :52.00m Altura de Parapeto (hp) :0.90mPisoPeso de Muros PortantesPeso de Muros no PortantesPeso de AlfeizaresPeso de Losa AligeradaPeso de AcabadosPeso de ParapetoTotal Carga Muerta ''D''Total Carga Viva ''L''Peso Total P = D + L

149396.0810.0001227.79832027.76010675.9200.00093327.558965337.9698665.51896249396.0810.0001227.79832027.76010675.9200.00093327.558965337.9698665.51896349396.0810.0001227.79832027.76010675.9200.00093327.558965337.9698665.51896449396.0810.0001227.79832027.76010675.92010951.200104278.758964003.47108282.22896

197584.3240.0004911.192128111.04042703.68010951.200384261.4358420017.35404278.78584 6.- CALCULO DE LA FUERZA CORTANTE EN LA BASE DEL EDIFICIO (V).Z=0.40U=1.00S=1.200.1733333333Ts=0.60hn=10.40mCT :=60.00

11.8039255191

Como:C =11.8039255191El Valor ''C'':11.8039255191

'C''Mximo:2.50Se Tomar ''C'' :2.5K=0.2

V =80855.757Kg. 6.1.- DISTRIBUCIN DE LA FUERZA CORTANTE EN ALTURA .PISOPihiPi*hiFiVi

4108282.2289610.41126135.180.42334162.729343806334162.7293438063398665.518967.8769591.050.28923346.513912096957509.2432559031298665.518965.2513060.700.19215564.342608064673073.5858639677198665.518962.6256530.350.0967782.171304032380855.757168404278.785842665317.2880855.757168FUERZAS INERCIALES. (Fi).34162.729

23346.514

15564.343

7782.171FUERZAS CORTANTES. (Vi).34162.729

57509.243

73073.586

80855.757 7.- DISTRIBUCIN DE LA FUERZA CORTANTE DE NIVEL EN CADA MURO . DATOS GEOMETRICOS. Piso 1 : Datos Geomtricos.

Murohtexy

1MX2.400.156.0003.00019.9252MX2.400.150.7805.77517.1753MX2.400.150.6304.94016.5754MX2.400.153.2601.70016.5725MX2.400.152.6001.37514.4256MX2.400.150.6004.60014.3257MX2.400.251.5002.2509.5258MX2.400.250.3000.2259.5259MX2.400.251.0605.3208.17510MX2.400.251.0000.6505.27811MX2.400.250.3304.1603.02512MX2.400.250.2805.4353.02513MX2.400.254.8502.4230.1251MY2.400.1519.6000.0759.8002MY2.400.151.8004.37518.9503MY2.400.155.6005.92517.0504MY2.400.150.6005.00016.8005MY2.400.151.7504.37516.3756MY2.400.150.5504.37514.5257MY2.400.255.10010.4082.9258MY2.400.151.9105.85013.2959MY2.400.1512.3415.8506.17010MY2.400.252.5002.8754.253

Piso 2 : Datos Geomtricos.Murohtexy






8.- CALCULO DE RIGIDECES DE MUROS EN LA DIRECCIN ''X'' .

Ejemplo de calculo:

Muro 1X :0.15=0.1030222.42.46.00+6.00

Muro 1Y :0.15=0.0111262.42.41.80+1.80

Piso 1 : Rigideces de Muros en la Direccin ''X''.Muro

1MX1.20000.25601.45600.1030222MX9.2308116.5225125.75330.0011933MX11.4286221.1424232.57100.0006454MX2.20861.59603.80460.0394265MX2.76923.14615.91530.0253586MX12.0000256.0000268.00000.0005607MX4.800016.384021.18400.0118018MX24.00002048.00002072.00000.0001219MX6.792546.427653.22000.00469710MX7.200055.296062.49600.00400011MX21.81821538.69271560.51090.00016012MX25.71432518.95042544.66470.00009813MX1.48450.48471.96920.1269531MY0.36730.00730.37470.4003302MY4.00009.481513.48150.0111263MY1.28570.31491.60060.0937164MY12.0000256.0000268.00000.0005605MY4.114310.317614.43190.0103946MY13.0909332.3576345.44850.0004347MY1.41180.41691.82860.1367158MY3.76967.935911.70550.0128159MY0.58340.02940.61290.24475310MY2.88003.53896.41890.0389471.267824 Piso 2 : Rigideces de Muros en la Direccin ''X''.Muro

1MX1.20000.25601.45600.1030222MX9.2308116.5225125.75330.0011933MX11.4286221.1424232.57100.0006454MX2.20861.59603.80460.0394265MX2.76923.14615.91530.0253586MX12.0000256.0000268.00000.0005607MX4.800016.384021.18400.0118018MX24.00002048.00002072.00000.0001219MX6.792546.427653.22000.00469710MX7.200055.296062.49600.00400011MX21.81821538.69271560.51090.00016012MX25.71432518.95042544.66470.00009813MX1.48450.48471.96920.1269531MY0.36730.00730.37470.4003302MY4.00009.481513.48150.0111263MY1.28570.31491.60060.0937164MY12.0000256.0000268.00000.0005605MY4.114310.317614.43190.0103946MY13.0909332.3576345.44850.0004347MY1.41180.41691.82860.1367158MY3.76967.935911.70550.0128159MY0.58340.02940.61290.24475310MY2.88003.53896.41890.0389471.267824





9.- CALCULO DE RIGIDECES DE MUROS EN LA DIRECCIN ''Y''.

Ejemplo de calculo:

Muro 1X :6.00=0.0003652.42.40.15+0.15

Muro 1Y :1.80=0.0001102.42.40.15+0.15

Piso 1 : Rigideces de Muros en la Direccin ''Y''.Muro








10.- CALCULO DE CORTANTES DE TRASLACIN EN LA DIRECCIN ''X'' (Vtras). Piso 1: Cortantes de Traslacin en Piso 2: Cortantes de Traslacin en la direccin ''X'' la direccin ''X''80855.75716873073.5858639677Muro% de AbsorcinMuro% de Absorcin

1MX6570.2498.131MX5937.8788.132MX76.0720.092MX68.7500.093MX41.1330.053MX37.1740.054MX2514.3873.114MX2272.3833.115MX1617.1992.005MX1461.5482.006MX35.6950.046MX32.2600.047MX752.6340.937MX680.1950.938MX7.6950.018MX6.9540.019MX299.5830.379MX270.7490.3710MX255.1170.3210MX230.5630.3211MX10.2170.0111MX9.2340.0112MX6.2660.0112MX5.6630.0113MX8096.46210.0113MX7317.19710.011MY25531.13731.581MY23073.82631.582MY709.5870.882MY641.2910.883MY5976.7487.393MY5401.5017.394MY35.6950.044MY32.2600.045MY662.8560.825MY599.0580.826MY27.6920.036MY25.0270.037MY8719.04610.787MY7879.85910.788MY817.2481.018MY738.5901.019MY15609.17219.309MY14106.82719.3010MY2483.8673.0710MY2244.8013.07100.00100.00

Piso 3: Cortantes de Traslacin en Piso 4: Cortantes de Traslacin en la direccin ''X'' la direccin ''X''57509.243255903134162.7293438063Muro% de AbsorcinMuro% de Absorcin

1MX4673.13715959928.131MX2776.02539924728.132MX54.1066334390.092MX32.14144664810.093MX29.25595969530.053MX17.37917900120.054MX1788.37583016313.114MX1062.36486505323.115MX1150.24474349922.005MX683.29015696562.006MX25.38838695660.046MX15.08169022870.047MX535.31656787960.937MX317.99888133370.938MX5.47304352030.018MX3.2512009180.019MX213.08037393050.379MX126.57803738910.3710MX181.45395183630.3210MX107.79071144030.3211MX7.26694457380.0111MX4.31684798090.0112MX4.45644020260.0112MX2.64729897070.0113MX5758.667190255410.0113MX3420.872497423410.011MY18159.205896560531.581MY10787.275245166231.582MY504.69881323670.882MY299.81074311870.883MY4251.00561493837.393MY2525.26282802777.394MY25.38838695660.044MY15.08169022870.045MY471.461452960.825MY280.06645717520.826MY19.69638604960.036MY11.70042009890.037MY6201.484656352310.787MY3683.923311284110.788MY581.2733796291.018MY345.29901662351.019MY11102.136942750819.309MY6595.101553073219.3010MY1766.66850091863.0710MY1049.469866413.07100.00100.00 11.- CALCULO DE CORTANTES DE TRASLACIN EN LA DIRECCIN ''Y'' (Vtras). Piso 1: Cortantes de Traslacin en Piso 2: Cortantes de Traslacin en la direccin ''Y'' la direccin ''Y''80855.75716873073.5858639677Muro% de AbsorcinMuro% de Absorcin


Piso 3: Cortantes de Traslacin en Piso 4: Cortantes de Traslacin en la direccin ''Y'' la direccin ''Y''57509.243255903134162.7293438063Muro% de AbsorcinMuro% de Absorcin


12.- CORECCIN POR TORSIN Clculo del centro de Rigidez

Recordando :;

PISO 1 : Centro de rigidezMuro

1MX0.1030220.0003652.0527130.0010952MX0.0011930.0000470.0204870.0002743MX0.0006450.0000380.0106900.0001894MX0.0394260.0001980.6533640.0003375MX0.0253580.0001580.3657860.0002186MX0.0005600.0000370.0080180.0001687MX0.0118010.0004200.1124080.0009468MX0.0001210.0000840.0011490.0000199MX0.0046970.0002970.0384020.00158110MX0.0040000.0002800.0211150.00018211MX0.0001600.0000920.0004850.00038512MX0.0000980.0000780.0002970.00042713MX0.1269530.0013590.0158690.0032941MY0.4003300.0011933.9232350.0000892MY0.0111260.0001100.2108450.0004793MY0.0937160.0003411.5978550.0020194MY0.0005600.0000370.0094030.0001835MY0.0103940.0001060.1701960.0004666MY0.0004340.0000330.0063070.0001467MY0.1367150.0014290.3998920.0148798MY0.0128150.0001160.1703690.0006809MY0.2447530.0007511.5101260.00439310MY0.0389470.0007010.1656580.0020151.2678240.00827311.4646680.034465

4.16579.0428 PISO 2 : Centro de rigidez

Muro


4.1657

9.0428 PISO 3 : Centro de rigidez

Muro


4.16579.0428 PISO 4 : Centro de rigidez

Muro


4.16579.3261 13.- CALCULO DEL CENTRO DE MASA (C.M)

PISO 1 : Centro de masa.

MuroLhtPeso ''P''XYP.XP.Y1MX6.0002.400.1318003369.60003.00019.92510108.800067139.28002MX0.7802.400.131800438.04805.77517.1752529.72727523.47443MX0.6302.400.131800353.80804.94016.5751747.81155864.36764MX3.2602.400.1318001830.81601.70016.5723112.387230340.28285MX2.6002.400.1318001460.16001.37514.4252007.720021062.80806MX0.6002.400.131800336.96004.60014.3251550.01604826.95207MX1.5002.400.131800842.40002.2509.5251895.40008023.86008MX0.3002.400.131800168.48000.2259.52537.90801604.77209MX1.0602.400.131800595.29605.3208.1753166.97474866.544810MX1.0002.400.131800561.60000.6505.278365.04002964.349411MX0.3302.400.131800185.32804.1603.025770.9645560.617212MX0.2802.400.131800157.24805.4353.025854.6429475.675213MX4.8502.400.1318002723.76002.4230.1256600.7600340.47001MY19.6002.400.13180011007.36000.0759.800825.5520107872.12802MY1.8002.400.1318001010.88004.37518.9504422.600019156.17603MY5.6002.400.1318003144.96005.92517.05018633.888053621.56804MY0.6002.400.131800336.96005.00016.8001684.80005660.92805MY1.7502.400.2318001738.80004.37516.3757607.250028472.85006MY0.5502.400.231800546.48004.37514.5252390.85007937.62207MY0.0002.400.2318000.000010.4082.9250.00000.00008MY0.6002.400.131800336.96005.85013.2951971.21604479.88329MY1.7502.400.131800982.80005.8506.1705749.38006063.876010MY0.5502.400.231800546.48002.8754.2531571.13002324.398032675.184079604.8180391182.8826

;2.436211.9719 PISO 2 : Centro de masa.

MuroLhtPeso ''P''XYP.XP.Y1MX6.0002.400.1318003369.60003.00019.92510108.800067139.28002MX0.7802.400.131800438.04805.77517.1752529.72727523.47443MX0.6302.400.131800353.80804.94016.5751747.81155864.36764MX3.2602.400.1318001830.81601.70016.5723112.387230340.28285MX2.6002.400.1318001460.16001.37514.4252007.720021062.80806MX0.6002.400.131800336.96004.60014.3251550.01604826.95207MX1.5002.400.131800842.40002.2509.5251895.40008023.86008MX0.3002.400.131800168.48000.2259.52537.90801604.77209MX1.0602.400.131800595.29605.3208.1753166.97474866.544810MX1.0002.400.131800561.60000.6505.278365.04002964.349411MX0.3302.400.131800185.32804.1603.025770.9645560.617212MX0.2802.400.131800157.24805.4353.025854.6429475.675213MX4.8502.400.1318002723.76002.4230.1256600.7600340.47001MY19.6002.400.13180011007.36000.0759.800825.5520107872.12802MY1.8002.400.1318001010.88004.37518.9504422.600019156.17603MY5.6002.400.1318003144.96005.92517.05018633.888053621.56804MY0.6002.400.131800336.96005.00016.8001684.80005660.92805MY1.7502.400.2318001738.80004.37516.3757607.250028472.85006MY0.5502.400.231800546.48004.37514.5252390.85007937.62207MY0.0002.400.2318000.000010.4082.9250.00000.00008MY0.6002.400.131800336.96005.85013.2951971.21604479.88329MY1.7502.400.131800982.80005.8506.1705749.38006063.876010MY0.5502.400.231800546.48002.8754.2531571.13002324.398032675.184079604.8180391182.8826

2.436211.9719 PISO 3 : Centro de masa.

MuroLhtPeso ''P''XYP.XP.Y1MX6.0002.400.13180033703.00019.92510108.800067139.28002MX0.7802.400.1318004385.77517.1752529.72727523.47443MX0.6302.400.1318003544.94016.5751747.81155864.36764MX3.2602.400.13180018311.70016.5723112.387230340.28285MX2.6002.400.13180014601.37514.4252007.720021062.80806MX0.6002.400.1318003374.60014.3251550.01604826.95207MX1.5002.400.1318008422.2509.5251895.40008023.86008MX0.3002.400.1318001680.2259.52537.90801604.77209MX1.0602.400.1318005955.3208.1753166.97474866.544810MX1.0002.400.1318005620.6505.278365.04002964.349411MX0.3302.400.1318001854.1603.025770.9645560.617212MX0.2802.400.1318001575.4353.025854.6429475.675213MX4.8502.400.13180027242.4230.1256600.7600340.47001MY19.6002.400.131800110070.0759.800825.5520107872.12802MY1.8002.400.13180010114.37518.9504422.600019156.17603MY5.6002.400.13180031455.92517.05018633.888053621.56804MY0.6002.400.1318003375.00016.8001684.80005660.92805MY1.7502.400.23180017394.37516.3757607.250028472.85006MY0.5502.400.2318005464.37514.5252390.85007937.62207MY0.0002.400.231800010.4082.9250.00000.00008MY0.6002.400.1318003375.85013.2951971.21604479.88329MY1.7502.400.1318009835.8506.1705749.38006063.876010MY0.5502.400.2318005462.8754.2531571.13002324.398032675.184079604.8180391182.883

2.436211.9719 PISO 4 : Centro de masa.

MuroLhtPeso ''P''XYP.XP.Y1MX6.0002.400.13180033703.00019.92510108.800067139.28002MX0.7802.400.1318004385.77517.1752529.72727523.47443MX0.6302.400.1318003544.94016.5751747.81155864.36764MX3.2602.400.13180018311.70016.5723112.387230340.28285MX2.6002.400.13180014601.37514.4252007.720021062.80806MX0.6002.400.1318003374.60014.3251550.01604826.95207MX1.5002.400.1318008422.2509.5251895.40008023.86008MX0.3002.400.1318001680.2259.52537.90801604.77209MX1.0602.400.1318005955.3208.1753166.97474866.544810MX1.0002.400.1318005620.6505.278365.04002964.349411MX0.3302.400.1318001854.1603.025770.9645560.617212MX0.2802.400.1318001575.4353.025854.6429475.675213MX4.8502.400.13180027242.4230.1256600.7600340.47001MY19.6002.400.131800110070.0759.800825.5520107872.12802MY1.8002.400.13180010114.37518.9504422.600019156.17603MY5.6002.400.13180031455.92517.05018633.888053621.56804MY0.6002.400.1318003375.00016.8001684.80005660.92805MY1.7502.400.23180017394.37516.3757607.250028472.85006MY0.5502.400.2318005464.37514.5252390.85007937.62207MY0.0002.400.231800010.4082.9250.00000.00008MY0.6002.400.1318003375.85013.2951971.21604479.88329MY1.7502.400.1318009835.8506.1705749.38006063.876010MY0.5502.400.2318005462.8754.2531571.13002324.398032675.184079604.8180391182.8826

2.436211.9719 14.- CALCULO DEL MOMENTO POLAR DE INERCIA ( J ).

Recordando :

PISO 1 : Momento Polar de Inercia.Muro

1MX10.8822095857143118.42248546741312.20010.5637530309240170.317817479876020.032712.23292MX8.132209585714366.1328327459840.07893.33875303092402011.14727180150430.01330.09223MX7.532209585714356.7341812431270.03662.5037530309240206.268779239861200.00400.04064MX7.529209585714356.6889969856132.2350-0.7362469690759830.542059599473570.02142.25645MX5.382209585714328.9681800245550.7346-1.0612469690759801.126245129372960.02860.76316MX5.282209585714327.9017381074130.01562.1637530309240204.681827178832870.00260.01827MX0.48220958571430.2325260845550.0027-0.1862469690759830.034687933489990.00040.00328MX0.48220958571430.2325260845550.0000-2.2112469690759804.889613158247720.00060.00069MX-0.86779041428570.7530602031260.00352.8837530309240208.316031543363460.03910.042610MX-3.764390414285714.1706351911660.0567-1.7862469690759803.190678234533130.01280.069411MX-6.017790414285736.2138014702680.00581.7237530309240202.971324511619740.00050.006312MX-6.017790414285736.2138014702680.00362.9987530309240208.992519740475980.00090.004413MX-8.917790414285779.52698587312510.0962-0.0128469690759830.000165044614440.000010.09621MY0.75720958571430.5733663566980.2295-2.3612469690759805.575487248970512.23202.46162MY9.907209585714398.1528017752701.09211.9387530309240203.758763314917060.04181.13393MY8.007209585714364.1154053495566.00863.48875303092402012.17139771078151.14077.14934MY7.757209585714360.1743005566990.03372.5637530309240206.572829603572090.00370.03745MY7.332209585714353.7612974088410.55881.9387530309240203.758763314917060.03910.59786MY5.482209585714330.0546219416980.01311.9387530309240203.758763314917060.00160.01477MY-6.117790414285737.4273595531265.11697.97215303092402063.55522394847108.689013.80598MY4.252209585714318.0812863608410.23173.41375303092402011.65370975614290.14930.38109MY-2.87279041428578.2529247644122.01993.41375303092402011.65370975614292.85234.872210MY-4.789390414285722.9382605404510.89340.4387530309240170.192504222145010.00010.893556.9734 PISO 2 : Momento Polar de Inercia.

Muro

1MX10.8822095857143118.42248546741312.20010.5637530309240170.317817479876020.032712.23292MX8.132209585714366.1328327459840.07893.33875303092402011.14727180150430.01330.09223MX7.532209585714356.7341812431270.03662.5037530309240206.268779239861200.00400.04064MX7.529209585714356.6889969856132.2350-0.7362469690759830.542059599473570.02142.25645MX5.382209585714328.9681800245550.7346-1.0612469690759801.126245129372960.02860.76316MX5.282209585714327.9017381074130.01562.1637530309240204.681827178832870.00260.01827MX0.48220958571430.2325260845550.0027-0.1862469690759830.034687933489990.00040.00328MX0.48220958571430.2325260845550.0000-2.2112469690759804.889613158247720.00060.00069MX-0.86779041428570.7530602031260.00352.8837530309240208.316031543363460.03910.042610MX-3.764390414285714.1706351911660.0567-1.7862469690759803.190678234533130.01280.069411MX-6.017790414285736.2138014702680.00581.7237530309240202.971324511619740.00050.006312MX-6.017790414285736.2138014702680.00362.9987530309240208.992519740475980.00090.004413MX-8.917790414285779.52698587312510.0962-0.0128469690759830.000165044614440.000010.09621MY0.75720958571430.5733663566980.2295-2.3612469690759805.575487248970512.23202.46162MY9.907209585714398.1528017752701.09211.9387530309240203.758763314917060.04181.13393MY8.007209585714364.1154053495566.00863.48875303092402012.17139771078151.14077.14934MY7.757209585714360.1743005566990.03372.5637530309240206.572829603572090.00370.03745MY7.332209585714353.7612974088410.55881.9387530309240203.758763314917060.03910.59786MY5.482209585714330.0546219416980.01311.9387530309240203.758763314917060.00160.01477MY-6.117790414285737.4273595531265.11697.97215303092402063.55522394847108.689013.80598MY4.252209585714318.0812863608410.23173.41375303092402011.65370975614290.14930.38109MY-2.87279041428578.2529247644122.01993.41375303092402011.65370975614292.85234.872210MY-4.789390414285722.9382605404510.89340.4387530309240170.192504222145010.00010.893556.9734

PISO 3 : Momento Polar de Inercia.

Muro

1MX10.8822118.422512.20010.56380.31780.032712.23292MX8.132266.13280.07893.338811.14730.01330.09223MX7.532256.73420.03662.50386.26880.00400.04064MX7.529256.68902.2350-0.73620.54210.02142.25645MX5.382228.96820.7346-1.06121.12620.02860.76316MX5.282227.90170.01562.16384.68180.00260.01827MX0.48220.23250.0027-0.18620.03470.00040.00328MX0.48220.23250.0000-2.21124.88960.00060.00069MX-0.86780.75310.00352.88388.31600.03910.042610MX-3.764414.17060.0567-1.78623.19070.01280.069411MX-6.017836.21380.00581.72382.97130.00050.006312MX-6.017836.21380.00362.99888.99250.00090.004413MX-8.917879.527010.0962-0.01280.00020.000010.09621MY0.75720.57340.2295-2.36125.57552.23202.46162MY9.907298.15281.09211.93883.75880.04181.13393MY8.007264.11546.00863.488812.17141.14077.14934MY7.757260.17430.03372.56386.57280.00370.03745MY7.332253.76130.55881.93883.75880.03910.59786MY5.482230.05460.01311.93883.75880.00160.01477MY-6.117837.42745.11697.972263.55528.689013.80598MY4.252218.08130.23173.413811.65370.14930.38109MY-2.87288.25292.01993.413811.65372.85234.872210MY-4.789422.93830.89340.43880.19250.00010.893556.9734 PISO 4 : Momento Polar de Inercia.

Muro

1MX10.8822118.422512.20010.56380.31780.032712.23292MX8.132266.13280.07893.338811.14730.01330.09223MX7.532256.73420.03662.50386.26880.00400.04064MX7.529256.68902.2350-0.73620.54210.02142.25645MX5.382228.96820.7346-1.06121.12620.02860.76316MX5.282227.90170.01562.16384.68180.00260.01827MX0.48220.23250.0027-0.18620.03470.00040.00328MX0.48220.23250.0000-2.21124.88960.00060.00069MX-0.86780.75310.00352.88388.31600.03910.042610MX-3.764414.17060.0567-1.78623.19070.01280.069411MX-6.017836.21380.00581.72382.97130.00050.006312MX-6.017836.21380.00362.99888.99250.00090.004413MX-8.917879.527010.0962-0.01280.00020.000010.09621MY0.75720.57340.2295-2.36125.57552.23202.46162MY9.907298.15281.09211.93883.75880.04181.13393MY8.007264.11546.00863.488812.17141.14077.14934MY7.757260.17430.03372.56386.57280.00370.03745MY7.332253.76130.55881.93883.75880.03910.59786MY5.482230.05460.01311.93883.75880.00160.01477MY-6.117837.42745.11697.972263.55528.689013.80598MY4.252218.08130.23173.413811.65370.14930.38109MY-2.87288.25292.01993.413811.65372.85234.872210MY-4.789422.93830.89340.43880.19250.00010.893556.9734 15.- CALCULO DEL MOMENTO TORSOR Y EXCENTRICIDADES. PISO 1 : Momentos torsores yPISO 2 : Momentos torsores yexcentricidades. excentricidades.DESCRIPCINVALORESDESCRIPCINVALORES80855.75773073.58680855.75773073.5867782.17115564.34315564.34323346.51423346.51434162.72934162.72915564.3437782.17123346.51415564.34334162.72923346.5142.436234162.72911.97192.43624.165711.97199.32614.165721.75009.326112.450021.750056.973412.4500PESO NIVEL98665.519056.97342.5000PESO NIVEL98665.5192.50002.50000.17332.50000.17330.1733284312.7630.1733102359.534314591.428285311.065113260.593-32559.034315696.046-1.729435-36026.4972.645773-1.72942.1750002.64581.2450002.17501.2450-1.732.64582.1751.24580855.75722.64581.245314591.428Kg.m80855.75722.64581.245113260.593Kg.m

80855.7572-1.72942.175315696.046Kg.m80855.7572-1.72942.175-36026.497Kg.m PISO 3 : Momentos trosores yPISO 4 : Momentos trosores yexcentricidades. excentricidades.DESCRIPCINVALORESDESCRIPCINVALORES57509.243334162.729357509.243334162.729323346.513934162.729334162.729334162.729323346.51392.436234162.729311.97192.43624.165711.97199.32614.165721.75009.326112.450021.750056.973412.4500PESO NIVEL108282.229056.97342.50000PESO NIVEL98665.51902.500002.50000.173332.50000.173330.1733132919.4380.173347854.242223755.433133386.15580557.418-15221.717224541.101-1.7294-25624.1072.6458-1.72942.17502.64581.24502.17501.2450 16.- CALCULO DE LOS INCREMENTOS DE CORTANTES POR TORSIN PISO 1 : Incrementos de cortantes por torsin

DIRECCIN ''X'' DIRECCIN ''Y''

DIRECCIN XDIRECCIN YMuro.

1MX0.1030220.00036510.88220.56386190.4432228.710640909722.018-2.5132MX0.0011930.0000478.13223.338853.56219.28355709762.139-0.2443MX0.0006450.0000387.53222.503826.8259.65750223931.600-0.1834MX0.0394260.0001987.5292-0.73621639.096590.11445221338.277-0.9455MX0.0253580.0001585.3822-1.0612753.611271.31820505874.719-0.5396MX0.0005600.0000375.28222.163816.3255.87731287351.069-0.1227MX0.0118010.0004200.4822-0.186231.42311.31291689631.123-0.1288MX0.0001210.0000840.4822-2.21120.3210.11566256350.225-0.0269MX0.0046970.000297-0.86782.8838-22.509-8.1037562848-1.4290.16310MX0.0040000.000280-3.7644-1.7862-83.149-29.935682395-5.8470.66711MX0.0001600.000092-6.01781.7238-5.323-1.9165359876-3.0840.35212MX0.0000980.000078-6.01782.9988-3.265-1.1753121189-2.6170.29913MX0.1269530.001359-8.9178-0.0128-6251.372-2250.6466381348-67.1747.6661MY0.4003300.0011930.7572-2.36121673.821602.61651377565.005-0.5712MY0.0111260.0001109.90721.9388608.667219.13497908316.014-0.6863MY0.0937160.0003418.00723.48884143.5161491.76683399115.121-1.7264MY0.0005600.0000377.75722.563823.9748.6311508511.570-0.1795MY0.0103940.0001067.33221.9388420.801151.49877924134.327-0.4946MY0.0004340.0000335.48221.938813.1444.7322780611.017-0.1167MY0.1367150.001429-6.11787.9722-4618.345-1662.7170140555-48.4585.5308MY0.0128150.0001164.25223.4138300.879108.32362099212.739-0.3139MY0.2447530.000751-2.87283.4138-3882.457-1397.7792709194-11.9551.36410MY0.0389470.000701-4.78940.4388-1029.986-370.820195951-18.5962.1224.16579.0428 PISO 2 : Incrementos de cortantes por torsinDIRECCIN XDIRECCIN YMuro.

1MX0.1030220.00036510.88220.56386190.4432228.71122.018-2.5132MX0.0011930.0000478.13223.338853.56219.2842.139-0.2443MX0.0006450.0000387.53222.503826.8259.6581.600-0.1834MX0.0394260.0001987.5292-0.73621639.096590.1148.277-0.9455MX0.0253580.0001585.3822-1.0612753.611271.3184.719-0.5396MX0.0005600.0000375.28222.163816.3255.8771.069-0.1227MX0.0118010.0004200.4822-0.186231.42311.3131.123-0.1288MX0.0001210.0000840.4822-2.21120.3210.1160.225-0.0269MX0.0046970.000297-0.86782.8838-22.509-8.104-1.4290.16310MX0.0040000.000280-3.7644-1.7862-83.149-29.936-5.8470.66711MX0.0001600.000092-6.01781.7238-5.323-1.917-3.0840.35212MX0.0000980.000078-6.01782.9988-3.265-1.175-2.6170.29913MX0.1269530.001359-8.9178-0.0128-6251.372-2250.647-67.1747.6661MY0.4003300.0011930.7572-2.36121673.821602.6175.005-0.5712MY0.0111260.0001109.90721.9388608.667219.1356.014-0.6863MY0.0937160.0003418.00723.48884143.5161491.76715.121-1.7264MY0.0005600.0000377.75722.563823.9748.6311.570-0.1795MY0.0103940.0001067.33221.9388420.801151.4994.327-0.4946MY0.0004340.0000335.48221.938813.1444.7321.017-0.1167MY0.1367150.001429-6.11787.9722-4618.345-1662.717-48.4585.5308MY0.0128150.0001164.25223.4138300.879108.3242.739-0.3139MY0.2447530.000751-2.87283.4138-3882.457-1397.779-11.9551.36410MY0.0389470.000701-4.78940.4388-1029.986-370.820-18.5962.1224.16579.0428 PISO 3 : Incrementos de cortantes por torsinDIRECCIN XDIRECCIN YMuro.

1MX0.1030220.00036510.88220.56386190.4432228.71122.018-2.5132MX0.0011930.0000478.13223.338853.56219.2842.139-0.2443MX0.0006450.0000387.53222.503826.8259.6581.600-0.1834MX0.0394260.0001987.5292-0.73621639.096590.1148.277-0.9455MX0.0253580.0001585.3822-1.0612753.611271.3184.719-0.5396MX0.0005600.0000375.28222.163816.3255.8771.069-0.1227MX0.0118010.0004200.4822-0.186231.42311.3131.123-0.1288MX0.0001210.0000840.4822-2.21120.3210.1160.225-0.0269MX0.0046970.000297-0.86782.8838-22.509-8.104-1.4290.16310MX0.0040000.000280-3.7644-1.7862-83.149-29.936-5.8470.66711MX0.0001600.000092-6.01781.7238-5.323-1.917-3.0840.35212MX0.0000980.000078-6.01782.9988-3.265-1.175-2.6170.29913MX0.1269530.001359-8.9178-0.0128-6251.372-2250.647-67.1747.6661MX0.4003300.0011930.7572-2.36121673.821602.6175.005-0.5712MX0.0111260.0001109.90721.9388608.667219.1356.014-0.6863MX0.0937160.0003418.00723.48884143.5161491.76715.121-1.7264MX0.0005600.0000377.75722.563823.9748.6311.570-0.1795MX0.0103940.0001067.33221.9388420.801151.4994.327-0.4946MX0.0004340.0000335.48221.938813.1444.7321.017-0.1167MX0.1367150.001429-6.11787.9722-4618.345-1662.717-48.4585.5308MX0.0128150.0001164.25223.4138300.879108.3242.739-0.3139MX0.2447530.000751-2.87283.4138-3882.457-1397.779-11.9551.36410MX0.0389470.000701-4.78940.4388-1029.986-370.820-18.5962.1224.16579.0428 PISO 4 : Incrementos de cortantes por torsinDIRECCIN XDIRECCIN YMuro.

1MX0.1030220.00036510.88220.56386190.4432228.71122.018-2.5132MX0.0011930.0000478.13223.338853.56219.2842.139-0.2443MX0.0006450.0000387.53222.503826.8259.6581.600-0.1834MX0.0394260.0001987.5292-0.73621639.096590.1148.277-0.9455MX0.0253580.0001585.3822-1.0612753.611271.3184.719-0.5396MX0.0005600.0000375.28222.163816.3255.8771.069-0.1227MX0.0118010.0004200.4822-0.186231.42311.3131.123-0.1288MX0.0001210.0000840.4822-2.21120.3210.1160.225-0.0269MX0.0046970.000297-0.86782.8838-22.509-8.104-1.4290.16310MX0.0040000.000280-3.7644-1.7862-83.149-29.936-5.8470.66711MX0.0001600.000092-6.01781.7238-5.323-1.917-3.0840.35212MX0.0000980.000078-6.01782.9988-3.265-1.175-2.6170.29913MX0.1269530.001359-8.9178-0.0128-6251.372-2250.647-67.1747.6661MX0.4003300.0011930.7572-2.36121673.821602.6175.005-0.5712MX0.0111260.0001109.90721.9388608.667219.1356.014-0.6863MX0.0937160.0003418.00723.48884143.5161491.76715.121-1.7264MX0.0005600.0000377.75722.563823.9748.6311.570-0.1795MX0.0103940.0001067.33221.9388420.801151.4994.327-0.4946MX0.0004340.0000335.48221.938813.1444.7321.017-0.1167MX0.1367150.001429-6.11787.9722-4618.345-1662.717-48.4585.5308MX0.0128150.0001164.25223.4138300.879108.3242.739-0.3139MX0.2447530.000751-2.87283.4138-3882.457-1397.779-11.9551.36410MX0.0389470.000701-4.78940.4388-1029.986-370.820-18.5962.1224.16579.0428 15.- CALCULO DE CORTANTES DE DISEO EN LA DIRECCIN ''X''

PISO 1 : Cortantes de diseo en la direccin ''X''80855.757Kg.Muro.

1MX6570.2496190.4432228.7116190.44312760.69215.782MX76.07253.56219.28453.562129.6340.163MX41.13326.8259.65826.82567.9570.084MX2514.3871639.096590.1141639.0964153.4825.145MX1617.199753.611271.318753.6112370.8102.936MX35.69516.3255.87716.32552.0200.067MX752.63431.42311.31331.423784.0570.978MX7.6950.3210.1160.3218.0160.019MX299.583-22.509-8.104-8.104291.4790.3610MX255.117-83.149-29.936-29.936225.1820.2811MX10.217-5.323-1.917-1.9178.3010.0112MX6.266-3.265-1.175-1.1755.0900.0113MX8096.462-6251.372-2250.647-2250.6475845.8157.231MY25531.1371673.821602.6171673.82127204.95833.652MY709.587608.667219.135608.6671318.2541.633MY5976.7484143.5161491.7674143.51610120.26412.524MY35.69523.9748.63123.97459.6690.075MY662.856420.801151.499420.8011083.6581.346MY27.69213.1444.73213.14440.8370.057MY8719.046-4618.345-1662.717-1662.7177056.3298.738MY817.248300.879108.324300.8791118.1261.389MY15609.172-3882.457-1397.779-1397.77914211.39317.5810MY2483.867-1029.986-370.820-370.8202113.0472.61112.58 PISO 2 : Cortantes de diseo en la direccin ''X''73073.586Kg.Muro



1MX2776.0256190.4432228.7116190.4438966.46926.252MX32.14153.56219.28453.56285.7030.253MX17.37926.8259.65826.82544.2040.134MX1062.3651639.096590.1141639.0962701.4617.915MX683.290753.611271.318753.6111436.9014.216MX15.08216.3255.87716.32531.4060.097MX317.99931.42311.31331.423349.4221.028MX3.2510.3210.1160.3213.5720.019MX126.578-22.509-8.104-8.104118.4740.3510MX107.791-83.149-29.936-29.93677.8550.2311MX4.317-5.323-1.917-1.9172.4000.0112MX2.647-3.265-1.175-1.1751.4720.0013MX3420.872-6251.372-2250.647-2250.6471170.2263.431MY10787.2751673.821602.6171673.82112461.09736.482MY299.811608.667219.135608.667908.4782.663MY2525.2634143.5161491.7674143.5166668.77919.524MY15.08223.9748.63123.97439.0550.115MY280.066420.801151.499420.801700.8682.056MY11.70013.1444.73213.14424.8450.077MY3683.923-4618.345-1662.717-1662.7172021.2065.928MY345.299300.879108.324300.879646.1781.899MY6595.102-3882.457-1397.779-1397.7795197.32215.2110MY1049.470-1029.986-370.820-370.820678.6501.99129.78

PISO 1 : Cortantes de diseo en la direccin ''Y''80855.757Kg.Muro

1MX3568.49822.018-2.51322.0183590.5154.442MX463.9052.139-0.2442.139466.0440.583MX374.6921.600-0.1831.600376.2920.474MX1938.8848.277-0.9458.2771947.1612.415MX1546.3494.719-0.5394.7191551.0681.926MX356.8501.069-0.1221.069357.9190.447MX4108.8681.123-0.1281.1234109.9915.088MX821.7740.225-0.0260.225821.9981.029MX2903.600-1.4290.1630.1632903.7633.5910MX2739.245-5.8470.6670.6672739.9123.3911MX903.951-3.0840.3520.352904.3031.1212MX766.989-2.6170.2990.299767.2870.9513MX13285.339-67.1747.6667.66613293.00516.441MY11657.0925.005-0.5715.00511662.09714.422MY1070.5496.014-0.6866.0141076.5631.333MY3330.59815.121-1.72615.1213345.7194.144MY356.8501.570-0.1791.570358.4190.445MY1040.8124.327-0.4944.3271045.1391.296MY327.1121.017-0.1161.017328.1290.417MY13970.150-48.4585.5305.53013975.68017.288MY1135.9722.739-0.3132.7391138.7111.419MY7339.567-11.9551.3641.3647340.9319.0810MY6848.113-18.5962.1222.1226850.2358.47100.12 PISO 2 : Cortantes de diseo en la direccin ''Y''73073.586Kg.Muro

1MX3225.03822.018-2.51322.0183247.0564.442MX419.2552.139-0.2442.139421.3940.583MX338.6291.600-0.1831.600340.2290.474MX1752.2718.277-0.9458.2771760.5482.415MX1397.5174.719-0.5394.7191402.2361.926MX322.5041.069-0.1221.069323.5730.447MX3713.3991.123-0.1281.1233714.5235.088MX742.6800.225-0.0260.225742.9051.029MX2624.135-1.4290.1630.1632624.2983.5910MX2475.599-5.8470.6670.6672476.2673.3911MX816.948-3.0840.3520.352817.3001.1212MX693.168-2.6170.2990.299693.4660.9513MX12006.657-67.1747.6667.66612014.32316.441MY10535.1255.005-0.5715.00510540.13014.422MY967.5126.014-0.6866.014973.5251.333MY3010.03615.121-1.72615.1213025.1574.144MY322.5041.570-0.1791.570324.0730.445MY940.6364.327-0.4944.327944.9631.296MY295.6291.017-0.1161.017296.6450.417MY12625.557-48.4585.5305.53012631.08717.298MY1026.6372.739-0.3132.7391029.3761.419MY6633.151-11.9551.3641.3646634.5169.0810MY6188.999-18.5962.1222.1226191.1218.47100.13

PISO 3 : Cortantes de diseo en la direccin ''Y''57509.243Kg.Muro

1MX2538.12022.018-2.51322.0182560.1384.452MX329.9562.139-0.2442.139332.0950.583MX266.5031.600-0.1831.600268.1030.474MX1379.0458.277-0.9458.2771387.3222.415MX1099.8524.719-0.5394.7191104.5711.926MX253.8121.069-0.1221.069254.8810.447MX2922.4621.123-0.1281.1232923.5855.088MX584.4920.225-0.0260.225584.7171.029MX2065.206-1.4290.1630.1632065.3693.5910MX1948.308-5.8470.6670.6671948.9753.3911MX642.942-3.0840.3520.352643.2941.1212MX545.526-2.6170.2990.299545.8250.9513MX9449.294-67.1747.6667.6669456.95916.441MY8291.1915.005-0.5715.0058296.19614.432MY761.4366.014-0.6866.014767.4491.333MY2368.91215.121-1.72615.1212384.0334.154MY253.8121.570-0.1791.570255.3810.445MY740.2854.327-0.4944.327744.6121.296MY232.6611.017-0.1161.017233.6780.417MY9936.371-48.4585.5305.5309941.90117.298MY807.9682.739-0.3132.739810.7071.419MY5220.320-11.9551.3641.3645221.6849.0810MY4870.770-18.5962.1222.1224872.8928.47100.17 PISO 4 : Cortantes de diseo en la direccin ''Y''34162.729Kg.Muro

1MX1507.74222.018-2.51322.0181529.7604.482MX196.0062.139-0.2442.139198.1450.583MX158.3131.600-0.1831.600159.9130.474MX819.2068.277-0.9458.277827.4832.425MX653.3554.719-0.5394.719658.0741.936MX150.7741.069-0.1221.069151.8430.447MX1736.0561.123-0.1281.1231737.1805.098MX347.2110.225-0.0260.225347.4361.029MX1226.813-1.4290.1630.1631226.9763.5910MX1157.371-5.8470.6670.6671158.0383.3911MX381.932-3.0840.3520.352382.2841.1212MX324.064-2.6170.2990.299324.3620.9513MX5613.248-67.1747.6667.6665620.91416.451MY4925.2905.005-0.5715.0054930.29514.432MY452.3236.014-0.6866.014458.3361.343MY1407.22615.121-1.72615.1211422.3474.164MY150.7741.570-0.1791.570152.3440.455MY439.7584.327-0.4944.327444.0851.306MY138.2101.017-0.1161.017139.2260.417MY5902.591-48.4585.5305.5305908.12117.298MY479.9652.739-0.3132.739482.7031.419MY3101.073-11.9551.3641.3643102.4389.0810MY2893.427-18.5962.1222.1222895.5498.48100.28

17.- RESUMEN DE CORTANTES DE DISEO.

Muro.Niveles.12341MX12760.69212128.32210863.5808966.4692MX129.634122.312107.66885.7033MX67.95763.99856.08144.2044MX4153.4823911.4793427.4722701.4615MX2370.8102215.1581903.8551436.9016MX52.02048.58441.71331.4067MX784.057711.618566.739349.4228MX8.0167.2765.7943.5729MX291.479262.645204.977118.47410MX225.182200.627151.51877.85511MX8.3017.3175.3502.40012MX5.0904.4873.2811.47213MX5845.8155066.5503508.0211170.2261MY11662.09710540.1308296.1964930.2952MY1076.563973.525767.449458.3363MY3345.7193025.1572384.0331422.3474MY358.419324.073255.381152.3445MY1045.139944.963744.612444.0856MY328.129296.645233.678139.2267MY13975.68012631.0879941.9015908.1218MY1138.7111029.376810.707482.7039MY7340.9316634.5165221.6843102.43810MY6850.2356191.1214872.8922895.549 18.- DISEO TPICO DE MUROS. A continuacin mostraremos, como ejemplo, el diseo completo del muro 2Y del primer piso. El proceso es similar para el resto de muros. a). Datos para el Diseo. Geometra:

LongitudL =2.80m Altura Libre h =2.4m Espesor efectivot =0.23 rea de SeccinA = t x L =6440cm

Mdulo de Seccin300533.333333333cm

Momento de Inercia42074666.6666667cm

Cargas Actuantes:

Carga Muerta19393.92Kg

Carga viva6142.5Kg

Carga Total25536.42Kg

Fuerza Cortante3345.719Kg

Momento26045.42Kg.m Resistencias:

Resistencia de la Albailera a la compresin 60Kg/cm

Resistencia a la compresin del concreto =210Kg/cm

Acero4200Kg/cm b). Diseo por compresin axial. b.1. El esfuerzo actuante ser:25536.42=3.97Kg/cm6440

b.2. El esfuerzo admisible ser: Reemplazando valores :602.410.93Kg/cm0.23 b.3. Comparando esfuerzos tenemos:3.9710.93Esta CorrectoOk

Esta CorrectoOkSe Redisear los Muros c). Diseo por Corte. c.1. El esfuerzo Cortante actuante es :3345.719=0.52Kg/cm6440 c.2. El esfuerzo Cortante admisible para mortero con cal es :19393.92=3.01Kg/cm64403.012.34Kg/cm c.3. Comparando esfuerzos :0.522.34 Es Correcto.. ! Es Correcto.. ! No Cumple ! c.4. Seccin de columna de amarre y viga solera :0.93345.719207.79cm210Como:0.020779m =0.230.09034Tomamos:0.230.100.023230Seccin Diseada de Columna:0.230.10 c.5. Acero en Viga Solera :3345.7191.12cm4200

21023101.15cm4200Como:

Entonces Tomamos:

1.15 c.6. Acero en Columna de Amarre :3345.7192.61.04cm42002.80Como:Tomamos :1.15 c.7. Estribos en Zona de Confinamiento : Estarn espaciados a:; Utilizando estribos de 3/8'' 1.42 Y para : d =7.00cmS =8.319cmTomamos:8.003.5cm La Longitud de confinamiento ser :17.5cmSe toma el valor mayor.25cm c.8. Detalle de las Secciones :0.230.10.100.23

RESUMEN DEL ANLISIS POR CORTE Y CONFINAMIENTO-DIRECCIN ''Y'' (PRIMER PISO)rea de ConcretoAcero en ConfinamientoEstribajeMurot (cm)L (cm)

1Y1320004.479539.5480.372.602.00592.4626065013503.180.413.251.424719134454.47195.9390.032.602.0012.1726039013300.070.041.951.4227132Y133900.203345.7190.661.841.24207.7926039013301.120.741.951.4227133Y13352.77358.4190.802.301.7022.2626039013300.120.901.951.4227134Y233901.521045.1390.122.071.4764.9146069023300.350.233.451.4227135Y232052.74328.1290.072.291.6920.3846069023300.110.143.451.4227136Y233103.6713975.6801.962.461.86867.9746092023404.663.914.601.4237107Y131756.661138.7110.503.002.4070.7226039013300.380.561.951.4227138Y133906.883428.6980.683.042.44212.9426039013301.140.761.951.422713131506.881318.7300.683.042.4481.9026039013300.440.761.951.422713132956.882593.5030.683.042.44161.0726039013300.860.761.951.4227139Y231753.016850.2351.702.341.74425.4446069023302.283.393.451.42271310Y0310ERROR:#DIV/0!6850.235ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!425.440ERROR:#DIV/0!0ERROR:#DIV/0!2.281.92ERROR:#DIV/0!1.42ERROR:#DIV/0!ERROR:#DIV/0!11Y0205ERROR:#DIV/0!6850.235ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!425.440ERROR:#DIV/0!0ERROR:#DIV/0!2.282.90ERROR:#DIV/0!1.42ERROR:#DIV/0!ERROR:#DIV/0!12Y0390ERROR:#REF!6850.235ERROR:#DIV/0!ERROR:#REF!ERROR:#REF!425.440ERROR:#DIV/0!0ERROR:#DIV/0!2.281.52ERROR:#DIV/0!1.42ERROR:#DIV/0!ERROR:#DIV/0!13Y0345ERROR:#REF!6850.235ERROR:#DIV/0!ERROR:#REF!ERROR:#REF!425.440ERROR:#DIV/0!0ERROR:#DIV/0!2.281.72ERROR:#DIV/0!1.42ERROR:#DIV/0!ERROR:#DIV/0!14Y0390ERROR:#REF!6850.235ERROR:#DIV/0!ERROR:#REF!ERROR:#REF!425.440ERROR:#DIV/0!0ERROR:#DIV/0!2.281.52ERROR:#DIV/0!1.42ERROR:#DIV/0!ERROR:#DIV/0!15YERROR:#REF!390ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1.42ERROR:#REF!ERROR:#REF!ERROR:#REF!445ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1.42ERROR:#REF!ERROR:#REF!16YERROR:#REF!290ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1.42ERROR:#REF!ERROR:#REF!17YERROR:#REF!290ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!1.42ERROR:#REF!ERROR:#REF! RESUMEN DEL ANLISIS POR CORTE Y CONFINAMIENTO-DIRECCIN ''X'' (PRIMER PISO)rea de ConcretoAcero en ConfinamientoEstribajeMurot (cm)L (cm)

1X136005.1112760.6921.642.722.12792.5126091013704.251.844.551.4267202X13785.08129.6340.132.712.118.0526039013300.040.141.951.4227133X132455.1746.2490.012.732.132.8726039013300.020.021.951.422713131155.1721.7090.012.732.131.3526039013300.010.021.951.4227134X133265.114153.4820.982.722.12257.9626039013301.381.101.951.4227135X132606.042370.8100.702.892.29147.2426039013300.790.791.951.4227136X133686.1026.0100.012.902.301.6226039013300.010.011.951.422713133686.1026.0100.012.902.301.6226039013300.010.011.951.4227137X232206.68299.9870.063.002.4018.6346069023300.100.123.451.422713233556.68484.0700.063.002.4030.0646069023300.160.123.451.4227138X23304.918.0160.012.682.080.5046069023300.000.023.451.4227139X231066.65291.4790.123.002.4018.1046069023300.100.243.451.42271310X231005.00225.1820.102.702.1013.9946069023300.080.203.451.42271311X232456.745.6490.003.012.410.3546069023300.000.003.451.422713231156.742.6520.003.012.410.1646069023300.000.003.451.42271312X23286.745.0900.013.012.410.3246069023300.000.023.451.42271313X234853.555845.8150.522.441.84363.0646069023301.951.043.451.42271314X0220ERROR:#DIV/0!4462.020ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!277.120ERROR:#DIV/0!0ERROR:#DIV/0!1.491.76ERROR:#DIV/0!1.42ERROR:#DIV/0!ERROR:#DIV/0!0355ERROR:#DIV/0!7200.077ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!447.170ERROR:#DIV/0!0ERROR:#DIV/0!2.401.76ERROR:#DIV/0!1.42ERROR:#DIV/0!ERROR:#DIV/0!

m =m =xxxx % de (diseo) % de (diseo) % de (diseo) % de (diseo) % de (diseo) % de (diseo) % de (diseo) % de (diseo)

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Trabajo de Albañileria -Jacky

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