ANALISIS ESTATICOFUERZAS SISMICA EN ALTURAPARAMETROS SISMICOSFUERZAS SISMICASZ0.3NIVELHFUERZAKDD ABSNORMALIZADOU112.56600747661.1508302530.00882752830.00882752830.01986193880.0001986194S12513200747661.1508302530.01765505670.0264825850.05958581630.0005958582Tp0.4Vx=Vy=19800Kg7.519800Cx2.5Cy2.5Rx3Ry3L=3.0306122449peso (1tn/m2)area39.6peso79200StoryItemLoadPointXYZDriftXDIST*0.75*RSTORY2Max Drift XSISMOX1767.250.0002890.00065025STORY1Max Drift XSISMOX1767.22.50.0002320.000522StoryItemLoadPointXYZDriftXDriftYDIST*0.75*RSTORY2Max Drift YSISMOY1767.250.0001140.0002565STORY1Max Drift YSISMOY1767.22.50.0000860.0001935VDISEOM2X9435.1747.652373737411793.9625KgM1X9987.7119422.88198001009435.17Xb

KYCALCULO DE RIGIDEZ LATERAL EN EL EJE Y-YPARA EL DISEOIDE (Kg/cm2)t(cm)h (m)L (m)h/Lh/L^3Ky (Kg/cm)%KVyM1Y40000142.230.73333333330.3943703704148246.92132716319.82808939083925.9616993852M2Y40000142.21.41.57142857143.880466472327673.24592998133.7013085272732.8590883787M3Y40000142.22.80.78571428570.485058309130312.07598371817.42929612423451.0006325893M4Y40000142.22.2118000010.70003435532118.6068023476M5Y40000142.221.11.33164935.06493506498.68509282091719.6483785289M6Y40000142.230.73333333330.3943703704148246.92132716319.82808939083925.9616993852M7Y40000142.230.73333333330.3943703704148246.92132716319.82808939083925.9616993852747661.15083025310019800K1747661.150830253100148246.921327163XX=19.8280893908%KNo debe pasar del 30%, en caso contrario aumentar un 25% ms.

DISEOEDIFICIO N2Anlsis de Diseo para Albailera: - Espesor de muro:h/20Hmuro2.2m.Tmuro11cm. - Eleccin de Unidad de Albailera:DISEOLADRILLO|HERCULES I14X10X24HERCULES II12X9X24 - Si utilizamos el Hercules II cumple, pero en plano se indica utilizar el Hercules I. Por lo tanto cualquiera de los dos es correcto.Clculo de Longitud Mnima de Muros:Tmuro = 0.14mAP = 73.85m2No considerar espacios libres (patio)38.75Z = 0.4073.85U = 1.00S = 1.40N = 2.00L mn muro= 10.55m0.0730.02Longitud de muros en "X"mayorMuroLongitud - Predimensionamiento de Columnas de Confinamientomx12.25mx22.25C-1mx34.15b=h=0.14mx42C-2Suma Mx10.65 > 10.55 metros (Cumple)0.30.140.1Longitud de muros en "Y"0.14MuroLongitudmy13.75C-30.14my23.1my33.70.25my43.750.14my520.25my62my73 - Predimensionamiento de Vigas de Borde:my83.1my93.7Viga Solera0.60.14Viga ChataTotal28.1 > 10.55 metros (Cumple)h viga =L/24Espaciamiento Mximo entre Columnas de Confinamiento:Espacio max:2 (Hmuro) = 4.4o 5 metros - maximo espaciamiento en plano es de 3.75 metrosDeterminacin del Sentido de la Losa:LxLyLx/lySentidoESPESOR DE LOSAPao 13.513.241.08BI0.075P/180Pao 23.782.161.75BI0.066Pao 33.061.352.27UNI0.045H/30Pao 43.782.251.68BI0.067Pao 52.71.981.36BI0.052Pao 62.71.082.50UNI0.036Pao 72.71.352.00UNI0.045Pao 82.72.431.11BI0.057LOSA UNIDIRECCIONAL0.1MACIZALOSA BIDIRECCIONAL0.1MACIZAlxlyDiseo de Viga Chata:3.781.553.1pao 41.551.53pao21.53.78metrado de cargaslosa42.4*1.55*0,10.372W41.39655losa22.4*1.5*0,10.36W21.3515pter40.1*1.550.1551,4*D+1.7*Lpter20.1*1.50.15viva40.2*1.550.3875viva20.2*1.50.375w=1,397 tn/mlw=1,3515 tn/ml3.783.781.551.53.13-3.133130/0.85=0,53*210^0.5*b*7b=68.4923164973cm.despreciando la contribucion de VsVCH=70*10 cmVud=(Vc + Vs)Vc=0,53*210^0.5*b*d

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ANALISIS ESTATICO2FUERZAS SISMICA EN ALTURAPARAMETROS SISMICOSFUERZAS SISMICASx - yZ0.4NIVELHFUERZAU112.822975.5555555556S1.425.645951.1111111111Tp0.4Vx=Vy=68926.6666666667Kg8.468926.6666666667Cx2.5Cy2.5Rx3Ry3peso (1tn/m2)area73.85peso147700CALCULO DE RIGIDEZ LATERAL EN EL EJE Y-YPARA EL DISEOIDE (Kg/cm2)t(cm)h (m)L (m)h/Lh/L^3Ky (Kg/cm)%KVyVy DISEOM1Y40000142.23.750.58666666670.2019176296218096.51821025214.981684521310326.3757510510326.37575105M2Y40000142.23.10.70967741940.3574233829157359.6936369310.80949529047450.62478713467450.6247871346M3Y40000142.23.70.59459459460.2102145974213362.41782377814.65648538910102.226829118110102.2268291181M4Y40000142.23.750.58666666670.2019176296218096.51821025214.981684521310326.3757510510326.37575105M5Y40000142.221.11.33164935.06493506494.46057857873074.52812837613074.5281283761M6Y40000142.221.11.33164935.06493506494.46057857873074.52812837613074.5281283761M7Y40000142.230.73333333330.3943703704148246.92132716310.18351244127019.1556753097019.155675309M8Y40000142.23.10.70967741940.3574233829157359.6936369310.80949529047450.62478713467450.6247871346M9Y40000142.23.70.59459459460.2102145974213362.41782377814.65648538910102.226829118110102.22682911811455754.3105392168926.6666666667CALCULO DE RIGIDEZ LATERAL EN EL EJE X-XPARA EL DISEOIDE (Kg/cm2)t(cm)h (m)L (m)h/Lh/L^3Kx (Kg/cm)%KVxVX DISEOmx140000142.22.250.97777777780.934803840983925.951752856717.165216867811831.4118130931mx240000142.22.250.97777777780.934803840983925.951752856717.165216867811831.4118130931mx340000142.24.150.53012048190.1489785532256143.36316599552.388519714936109.660355497845137.0754443722mx440000142.221.11.33164935.064935064913.28104654949154.1826849827488930.33160677468926.6666666667CALCULO DE DERIVASY-YNIVELFUERZARIGIDEZDD ABSNORMALIZADONORMALIZADO122975.55555555561455754.310539210.01578257770.01578257770.03551079990.000355108245951.11111111111455754.310539210.03156515550.04734773320.10653239960.001065324X-XNIVELFUERZARIGIDEZDD ABSNORMALIZADONORMALIZADO122975.5555555556488930.3316067740.04699147110.04699147110.105730810.0010573081245951.1111111111488930.3316067740.09398294220.14097441330.317192430.0031719243

ANALISIS ESTATICO2 (2)FUERZAS SISMICA EN ALTURAPARAMETROS SISMICOSFUERZAS SISMICASyyZ0.4NIVELHFUERZAU112.822975.5555555556S1.425.645951.1111111111Tp0.4Vy=68926.6666666667Kg8.468926.6666666667Cx2.5Cy2.5vx=34463.3333333333FUERZAS SISMICASRx6xxRy3NIVELHFUERZA12.811487.7777777778peso (1tn/m2)25.622975.55555555568.434463.3333333333area73.85peso147700CALCULO DE RIGIDEZ LATERAL EN EL EJE Y-YPARA EL DISEOIDE (Kg/cm2)t(cm)h (m)L (m)h/Lh/L^3Ky (Kg/cm)%KVyVy DISEOM1Y40000142.23.750.58666666670.2019176296218096.5182102525.29099491453646.9064280967M2Y40000142.23.10.70967741940.3574233829157359.693636933.81752696292631.2940846429M3Y40000142.23.70.59459459460.2102145974213362.4178237785.17614621693567.7450491239M4Y40000142.23.750.58666666670.2019176296218096.5182102525.29099491453646.9064280967M5Y40000142.221.11.33164935.06493506491.57531675041085.8133255125M6Y40000142.221.11.33164935.06493506491.57531675041085.8133255125M7Y40000142.230.73333333330.3943703704148246.9213271633.59645221882478.9146327058M8Y40000142.23.10.70967741940.35742338291085032.199078526.322748728618143.3932736908M9Y40000142.23.70.59459459460.21021459741951967.8799467647.354502542732639.88011928540799.85014910624122032.2781037668926.6666666667CALCULO DE RIGIDEZ LATERAL EN EL EJE X-XPARA EL DISEOIDE (Kg/cm2)t(cm)h (m)L (m)h/Lh/L^3Kx (Kg/cm)%KVxVX DISEOmx140000142.22.250.97777777780.934803840983925.951752856710.80309242427446.2115049376mx240000142.22.250.97777777780.934803840983925.951752856710.80309242427446.2115049376mx340000142.24.150.53012048190.1489785532256143.36316599532.971212936422725.958036634628407.4475457933mx4217370.651192842142.221.11.331352874.43375461345.422602215131308.285620156839135.357025196776869.70042632168926.6666666667CALCULO DE DERIVASY-YNIVELFUERZARIGIDEZDD ABSNORMALIZADONORMALIZADO122975.55555555564122032.278103760.00557384170.00557384170.01254114390.0001254114245951.11111111114122032.278103760.01114768350.01672152520.03762343170.0003762343X-XNIVELFUERZARIGIDEZDD ABSNORMALIZADONORMALIZADO111487.7777777778776869.7004263210.01478726450.01478726450.06654269050.0006654269222975.5555555556776869.7004263210.02957452910.04436179360.19962807140.0019962807