Hoja1ANLISIS SSMICO ESTTICO DE ESTRUCTURA DE CONCRETOREFORZADO (ESTRUCTURA TRIDIMENSIONAL)DATOS DE ENTRADA:PESOS Y ALTURAS DE LOS PISOS DEL EDIFICIOALTURADH (m)PESO DEL QUINTO PISO=317.82tonALTURA DEL 5 ENT.=14.45m250PESO DEL CUARTO PISO=353tonALTURA DEL 4 ENT.=12.375m250PESO DEL TERCER PISO=360.09tonALTURA DEL 3er. ENT.=9.375m250PESO DEL SEGUNDO PISO=375.6tonALTURA DEL 2 ENT.=6.375m250PESO DEL PRIMER PISO=379.26tonALTURA DEL 1er. ENT.=3.375m300RIGIDEZ DE WILBUR DE CADA ENTREPISO DE MARCOS DE LA ESTRUCTURAMARCOS DIRECCIN X - XMARCOS DIRECCIN Z - Z5 ENTREPRx=62ton/cm5 ENTREPRz=41ton/cm4 ENTREPRx=62ton/cm4 ENTREPRz=41ton/cmMARCO A3 ENTREPRx=62ton/cmMARCO 13 ENTREPRz=41ton/cm(EJE A)2 ENTREPRx=84ton/cm(EJE 1)2 ENTREPRz=56ton/cm1 ENTREPRx=111ton/cm1 ENTREPRz=73ton/cm5 ENTREPRx=62ton/cm5 ENTREPRz=41ton/cm4 ENTREPRx=62ton/cm4 ENTREPRz=41ton/cmMARCO B3 ENTREPRx=62ton/cmMARCO 23 ENTREPRz=41ton/cm(EJE B)2 ENTREPRx=84ton/cm(EJE 2)2 ENTREPRz=56ton/cm1 ENTREPRx=111ton/cm1 ENTREPRz=73ton/cm5 ENTREPRx=62ton/cm5 ENTREPRz=41ton/cm4 ENTREPRx=62ton/cm4 ENTREPRz=41ton/cmMARCO C3 ENTREPRx=62ton/cmMARCO 33 ENTREPRz=41ton/cm(EJE C)2 ENTREPRx=84ton/cm(EJE 3)2 ENTREPRz=56ton/cm1 ENTREPRx=111ton/cm1 ENTREPRz=73ton/cm5 ENTREPRx=54ton/cm5 ENTREPRz=41ton/cm4 ENTREPRx=54ton/cm4 ENTREPRz=41ton/cmMARCO D3 ENTREPRx=54ton/cmMARCO 43 ENTREPRz=41ton/cm(EJE D)2 ENTREPRx=72ton/cm(EJE 4)2 ENTREPRz=56ton/cm1 ENTREPRx=101ton/cm1 ENTREPRz=73ton/cm5 ENTREPRx=0ton/cm5 ENTREPRz=41ton/cm4 ENTREPRx=0ton/cm4 ENTREPRz=41ton/cmNO EXISTE3 ENTREPRx=0ton/cmMARCO 53 ENTREPRz=41ton/cm(EJE E)2 ENTREPRx=0ton/cm(EJE 5)2 ENTREPRz=56ton/cm1 ENTREPRx=0ton/cm1 ENTREPRz=73ton/cm5 ENTREPRx=0ton/cm5 ENTREPRz=41ton/cm4 ENTREPRx=0ton/cm4 ENTREPRz=41ton/cmNO EXISTE3 ENTREPRx=0ton/cmMARCO 63 ENTREPRz=41ton/cm(EJE F)2 ENTREPRx=0ton/cm(EJE 6)2 ENTREPRz=56ton/cm1 ENTREPRx=0ton/cm1 ENTREPRz=73ton/cmCOORDENADAS CENTROS DE MASA DE PISOSCOORDENADAS DE MARCOSNIVELPESO PXZXZ5317.8212.756.67A0435312.756.67B53360.0912.756.67C102375.612.756.67D141379.2612.756.67NO EXISTENO EXISTE1025310ANCHO DE CADA ENTREPISO:415.5520.5bxbz625.55 ENTREP25.5144 ENTREP25.514FACTORES DE COMPORTAMIENTO SSMICO3 ENTREP25.5142 ENTREP25.514Qxx=1.61 ENTREP25.514Qzz=2(Nota: En estructuras tipo "L", considerar el ancho promedio)Coeficiente Ssmico C=0.32CLASIFICACIN DE EDIFICIO (A B):bCLCULO DE FUERZAS HORIZONTALES POR NIVELY CORTANTE POR ENTREPISO DIRECCIN X-XCoeficiente Ssmico C=0.32Factor de Comportamiento Ssmico Qx=1.6NIVELWi (ton)hi(m)Wi hiFix (ton)Vix (ton)5317.8214.454592.499102.44102.44435312.3754368.37597.44199.893360.099.3753375.8437575.30275.192375.66.3752394.4553.41328.601379.263.3751280.002528.55357.15SUMA=1785.77SUMA=16011.17025CLCULO DE FUERZAS HORIZONTALES POR NIVELY CORTANTE POR ENTREPISO DIRECCIN Z - ZCoeficiente Ssmico C=0.32Factor de Comportamiento Ssmico Qz=2NIVELWi (ton)hi (m)Wi hiFiz (ton)Viz (ton)5317.8214.454592.49981.9581.95435312.3754368.37577.95159.913360.099.3753375.8437560.24220.152375.66.3752394.4542.73262.881379.263.3751280.002522.84285.72SUMA=1785.77SUMA=16011.17025

Hoja2CLCULO DE CORTANTE DIRECTO POR MARCO Y ENTREPISO5 EntrepisoV5x=102.44V5z=81.952 Entr.V2x=328.60V2z=262.88EJEK5jV5j(ton)Desp. (cm)EJEK2jV2jDesp. (cm)A62.0026.460.68A84.0085.191.62B62.0026.46(OK)B84.0085.19(OK)C62.0026.46C84.0085.19D54.0023.05D72.0073.02NO EXISTE0.000.00NO EXISTE0.000.00NO EXISTE0.000.00NO EXISTE0.000.00SUMA=240.00102.44SUMA=324.00328.60EJEK5jV5j (ton)EJEK2jV2j141.0013.660.67156.0043.811.56241.0013.66(OK)256.0043.81(OK)341.0013.66356.0043.81441.0013.66456.0043.81541.0013.66556.0043.81641.0013.66656.0043.81SUMA=246.0081.95SUMA=336.00262.884 EntrepisoV4x=199.89V4z=159.911er Entr.V1x=357.15V1z=285.72EJEK4jV4jDesp. (cm)EJEK1jV1iDesp. (cm)A62.0051.641.33A111.0091.351.32B62.0051.64(OK)B111.0091.35(OK)C62.0051.64C111.0091.35D54.0044.97D101.0083.12NO EXISTE0.000.00NO EXISTE0.000.00NO EXISTE0.000.00NO EXISTE0.000.00SUMA=240.00199.89SUMA=434.00357.15EJEK4jV4jEJEK1jV1j141.0026.651.30173.0047.621.30241.0026.65(OK)273.0047.62(OK)341.0026.65373.0047.62441.0026.65473.0047.62541.0026.65573.0047.62641.0026.65673.0047.62SUMA=246.00159.91SUMA=438.00285.723er EntrepisoV3x=275.19V3z=220.15EJEK3jV3jDesp. (cm)A62.0071.091.83B62.0071.09(OK)C62.0071.09DIRECCIN X-XD54.0061.92NO EXISTE0.000.00DTOTAL=7.04NO EXISTE0.000.00SEPARACIN A LA COLINDANCIA:SUMA=240.00275.19S=8.48cmEJEK3jV3j141.0036.691.79DIRECCIN Z-Z241.0036.69(OK)341.0036.69DTOTAL=6.63441.0036.69S=8.07cm541.0036.69641.0036.69SUMA=246.00220.15

Hoja3DETERMINACIN DE CENTRO DE CORTANTESDIRECCIN X -XNIVELFxiVxiZiVxi ZiSVxi ZiZvi5102.44102.446.67683.29683.296.67497.44199.896.67649.951333.246.67375.30275.196.67502.271835.516.67253.41328.606.67356.262191.776.67128.55357.156.67190.442382.226.67SUMADIRECCIN Z - ZNIVELFziVziXiVzi XiSVzi XiXvi581.9581.9512.751044.921044.9212.75477.95159.9112.75993.922038.8412.75360.24220.1512.75768.102806.9312.75242.73262.8812.75544.803351.7412.75122.84285.7212.75291.233642.9712.75SUMADETERMINACIN DE CENTRO DE TORSIN5 Entrep.EJEKxjZjKxj (Zj)A62.0000B62.005310C62.0010620ZT5=7.03mD54.0014756NO EXISTE0.0000NO EXISTE0.0000SUMA=240.00SUMA=1686EJEKzjXjKzj (Xj)141.0000Xt5=12.75m241.005205341.0010410441.0015.5635.5541.0020.5840.5641.0025.51045.5SUMA=246.0076.5SUMA=3136.54 Entrep.EJEKxjZkKxj (Zk)A62.0000B62.005310C62.0010620Yt4=7.03mD54.0014756NO EXISTE0.0000NO EXISTE0.0000SUMA=240.00SUMA=1686Xt4=12.75mEJEKzkXjKzk (Xj)141.0000241.005205341.0010410441.0015.5635.5541.0020.5840.5641.0025.51045.5SUMA=246.00SUMA=3136.5DETERMINACIN DE CENTRO DE TORSIN (CONTINUACIN)3 Entrep.EJEKxjZjKxj (Zk)A62.0000B62.005310C62.0010620D54.0014756Zt3=7.03mNO EXISTE0.0000NO EXISTE0.0000SUMA=240.00SUMA=1686EJEKzjXjKzj (Xj)141.0000Xt3=12.75m241.005205341.0010410441.0015.5635.5541.0020.5840.5641.0025.51045.5SUMA=246.00SUMA=3136.52 Entrep.EJEKxjZkKxj (Zk)A84.0000B84.005420C84.0010840D72.00141008Zt2=7.00mNO EXISTE0.0000NO EXISTE0.0000SUMA=324.00SUMA=2268EJEKzjXjKzj (Xj)156.0000Xt2=12.75m256.005280356.0010560456.0015.5868556.0020.51148656.0025.51428SUMA=336.00SUMA=42841 Entrep.EJEKxjZjKxj (Zj)A111.0000B111.005555C111.00101110D101.00141414Yt1=7.09mNO EXISTE0.0000NO EXISTE0.0000SUMA=434.00SUMA=3079EJERjkXjKzj (Xj)173.0000Xt1=12.75m273.005365373.0010730473.0015.51131.5573.0020.51496.5673.0025.51861.5SUMA=438.00SUMA=5584.5

Hoja4CLCULO DE EXCENTRICIDADES EN CADA ENTREPISOFUERZAS DIRECCIN X - XNIVELCortante VixZvZtbzese1e2es/bz5 ENTREP102.446.677.0314-0.36-1.931.05-0.034 ENTREP199.896.677.0314-0.36-1.931.05-0.033 ENTREP275.196.677.0314-0.36-1.931.05-0.032 ENTREP328.606.677.0014-0.33-1.901.07-0.021 ENTREP357.156.677.0914-0.42-2.040.98-0.03|es||es|/bz0.360.03OK0.360.03OK0.360.03OK0.330.02OK0.420.03OKFUERZAS DIRECCIN Z - ZNIVELCortante VizXvXtbxese1e2es/by5 ENTREP81.9512.7512.7525.50.002.55-2.550.004 ENTREP159.9112.7512.7525.5-0.00-2.552.55-0.003 ENTREP220.1512.7512.7525.50.002.55-2.550.002 ENTREP262.8812.7512.7525.50.002.55-2.550.001 ENTREP285.7212.7512.7525.50.002.55-2.550.00|es||es|/bx0.000.00OK0.000.00OK0.000.00OK0.000.00OK0.000.00OKMOMENTOS TORSIONANTES EN LOS ELEMENTOS RESISTENTES DE ESTRUCTURAENTREPISO 5SENTIDOV5e1e2Mt1=Ve1Mt2=Ve2Mx,zX102.44-1.931.05-197.97107.05197.97Z81.952.55-2.55209.00-208.98209.00ENTREPISO 4SENTIDOV4e1e2Mt1=Ve1Mt2=Ve2Mx,zX199.89-1.931.05-386.28208.88386.28Z159.91-2.552.55-407.77407.77407.77ENTREPISO 3SENTIDOV3e1e2Mt1=Ve1Mt2=Ve2Mx,zX275.19-1.931.05-531.80287.57531.80Z220.152.55-2.55561.42-561.36561.42ENTREPISO 2SENTIDOV2e1e2Mt1=Ve1Mt2=Ve2Mx,zX328.60-1.901.07-622.70351.60622.70Z262.882.55-2.55670.35-670.35670.35ENTREPISO 1SENTIDOV1e1e2Mt1=Ve1Mt2=Ve2Mx,zX357.15-2.040.98-727.42348.41727.42Z285.722.55-2.55728.64-728.57728.64

Mx,z= mximo valor absoluto de Mt1 y Mt2

Hoja5FUERZAS CORTANTES DEBIDAS A LA TORSINMARCOS SENTIDO X-XENTREPISO:5Mx197.97ton-mEJERxjZtjRxj (Ztj)Rxj (Ztj)2CortanteVxA62.00-7.03-435.553059.74-3.40B62.00-2.03-125.55254.24-0.98C62.002.98184.45548.741.44D54.006.98376.652627.132.94NO EXISTE0.00-7.030.000.000.00NO EXISTE0.00-7.030.000.000.00SUMA 1=6489.85-0.00MARCOS SENTIDO Z - ZMz209.00ton-mEJERzkXtjRzj (Xtj)Rzj (Xtj)2CortanteVz141.00-12.75-522.756665.06-4.31241.00-7.75-317.752462.56-2.62341.00-2.75-112.75310.06-0.93441.002.75112.75310.060.93541.007.75317.752462.562.62641.0012.75522.756665.064.31SUMA 2=18875.380.00SUMA 1 + SUMA 2 =25365.235CORTANTES TOTALESMARCOS SENTIDO X-XEJECortanteVx=directo VdVd + |Vx|VdiseoDespl.A26.4629.8629.860.77B26.4627.4427.440.71C26.4627.9027.900.72D23.0525.9925.990.77NO EXISTE0.000.000.000.00NO EXISTE0.000.000.000.00(NO HAY PROBLEMA CON DESPLAZAMIENTOS)MARCOS SENTIDO Z - ZEJECortanteVz=directo VdVd + |Vz|VdiseoDespl.113.6617.9717.970.88213.6616.2816.280.79313.6614.5914.590.71413.6614.5914.590.71513.6616.2816.280.79613.6617.9717.970.88(NO HAY PROBLEMA CON DESPLAZAMIENTOS)FUERZAS CORTANTES DEBIDAS A LA TORSINMARCOS SENTIDO X-XENTREPISO:4Mx=386.28ton-mEJERxjZtjRxj (Ztj)Rxj (Ztj)2CortanteVxA62.00-7.03-435.553059.74-6.63B62.00-2.03-125.55254.24-1.91C62.002.98184.45548.742.81D54.006.98376.652627.135.74NO EXISTE0.00-7.030.000.000.00NO EXISTE0.00-7.030.000.000.00SUMA 1=6489.850.00MARCOS SENTIDO Z - ZENTREPISO:4Mz=407.77ton-mEJERzkXtkRzk (Xtk)Rzk (Xtk)2CortanteVz141.00-12.75-522.756665.06-8.40241.00-7.75-317.752462.56-5.11341.00-2.75-112.75310.06-1.81441.002.75112.75310.061.81541.007.75317.752462.565.11641.0012.75522.756665.068.40SUMA 2=18875.380.00SUMA 1 + SUMA 2 =25365.2254CORTANTES TOTALESMARCOS SENTIDO X-XEJECortanteVx=directo VdVd + |Vx|VdiseoDespl.A51.6458.2758.271.50B51.6453.5553.551.38C51.6454.4554.451.41D44.9750.7150.711.50NO EXISTE0.000.000.000.00NO EXISTE0.000.000.000.00(NO HAY PROBLEMA CON DESPLAZAMIENTOS)MARCOS SENTIDO Z - ZEJECortanteVy=directo VdVd + |V2|VdiseoDespl.126.6535.0635.061.71226.6531.7631.761.55326.6528.4628.461.39426.6528.4628.461.39526.6531.7631.761.55626.6535.0635.061.71(NO HAY PROBLEMA CON DESPLAZAMIENTOS)FUERZAS CORTANTES DEBIDAS A LA TORSINMARCOS SENTIDO X-XENTREPISO:3Mx=531.80ton-mEJERxjZtjRxj (Ztj)Rxj (Ztj)2CortanteVxA62.00-7.03-435.553059.74-9.13B62.00-2.03-125.55254.24-2.63C62.002.98184.45548.743.87D54.006.98376.652627.137.90NO EXISTE0.00-7.030.000.000.00NO EXISTE0.00-7.030.000.000.00SUMA 1=6489.85-0.00MARCOS SENTIDO Z - ZENTREPISO:3Mz=561.42ton-mEJERzkXtkRzk (Xtk)Rzk (Xtk)2CortanteVz141.00-12.75-522.756665.06-11.57241.00-7.75-317.752462.56-7.03341.00-2.75-112.75310.06-2.50441.002.75112.75310.062.50541.007.75317.752462.567.03641.0012.75522.756665.0611.57SUMA 2=18875.380.00SUMA 1 + SUMA 2 =25365.2253CORTANTES TOTALESMARCOS SENTIDO X-XEJECortanteVx=directo VdVd + |Vx|VdiseoDespl.A71.0980.2280.222.07B71.0973.7273.721.90C71.0974.9674.961.93D61.9269.8169.812.07NO EXISTE0.000.000.000.00NO EXISTE0.000.000.000.00(NO HAY PROBLEMA CON DESPLAZAMIENTOS)MARCOS SENTIDO Z - ZEJECortanteVy=directo VdVd + |V2|VdiseoDespl.136.6948.2648.262.35236.6943.7243.722.13336.6939.1939.191.91436.6939.1939.191.91536.6943.7243.722.13636.6948.2648.262.35(NO HAY PROBLEMA CON DESPLAZAMIENTOS)FUERZAS CORTANTES DEBIDAS A LA TORSINMARCOS SENTIDO X-XENTREPISO:2Mtd=622.70ton-mEJERxjZtjRxj (Ztj)Rxj (Ztj)2CortanteVxA84.00-7.00-588.004116.00-10.61B84.00-2.00-168.00336.00-3.03C84.003.00252.00756.004.55D72.007.00504.003528.009.09NO EXISTE0.00-7.000.000.000.00NO EXISTE0.00-7.000.000.000.00SUMA 1=8736.000.00MARCOS SENTIDO Z - ZENTREPISO:2Mtd=670.35ton-mMARCOS SENTIDO Y-YEJERzkXtkRzk (Xtk)Rzk (Xtk)2CortanteVz156.00-12.75-714.009103.50-13.87256.00-7.75-434.003363.50-8.43356.00-2.75-154.00423.50-2.99456.002.75154.00423.502.99556.007.75434.003363.508.43656.0012.75714.009103.5013.87SUMA 2=25781.000.00SUMA 1 + SUMA 2 =34517.002CORTANTES TOTALESMARCOS SENTIDO X-XEJECortanteVx=directo VdVd + |Vx|VdiseoDespl.A85.1995.8095.801.82B85.1988.2288.221.68C85.1989.7489.741.71D73.0282.1182.111.82NO EXISTE0.000.000.000.00NO EXISTE0.000.000.000.00(NO HAY PROBLEMA CON DESPLAZAMIENTOS)MARCOS SENTIDO Z - ZEJECortanteVy=directo VdVd + |V2|VdiseoDespl.143.8157.6857.682.06243.8152.2452.241.87343.8146.8046.801.67443.8146.8046.801.67543.8152.2452.241.87643.8157.6857.682.06(NO HAY PROBLEMA CON DESPLAZAMIENTOS)FUERZAS CORTANTES DEBIDAS A LA TORSINMARCOS SENTIDO X-XENTREPISO:1Mtd=727.42ton-mEJERxjZtjRxj (Ztj)Rxj (Ztj)2CortanteVxA111.00-7.09-787.495586.80-12.61B111.00-2.09-232.49486.94-3.72C111.002.91322.51937.075.16D101.006.91697.464816.3211.17NO EXISTE0.00-7.090.000.000.00NO EXISTE0.00-7.090.000.000.00SUMA 1=11827.130.00MARCOS SENTIDO Z - ZENTREPISO:1Mtd=728.64ton-mEJERzkXtkRzk (Xtk)Rzk (Xtk)2CortanteVz173.00-12.75-930.7511867.06-14.93273.00-7.75-565.754384.56-9.07373.00-2.75-200.75552.06-3.22473.002.75200.75552.063.22573.007.75565.754384.569.07673.0012.75930.7511867.0614.93SUMA 2=33607.380.00SUMA 1 + SUMA 2 =45434.501CORTANTES TOTALESMARCOS SENTIDO X-XEJECortanteVx=directo VdVd + |Vx|VdiseoDespl.A91.35103.95103.951.50B91.3595.0795.071.37C91.3596.5196.511.39D83.1294.2894.281.49NO EXISTE0.000.000.000.00NO EXISTE0.000.000.000.00(NO HAY PROBLEMA CON DESPLAZAMIENTOS)MARCOS SENTIDO Z - ZEJECortanteVy=directo VdVd + |V2|VdiseoDespl.147.6262.5562.551.71247.6256.6956.691.55347.6250.8450.841.39447.6250.8450.841.39547.6256.6956.691.55647.6262.5562.551.71(NO HAY PROBLEMA CON DESPLAZAMIENTOS)

Hoja6CORTANTES Y FUERZAS EN DIRECCIN XX (Toneladas)(ACTUANDO SOBRE LA LNEA DE MARCOS EN CADA EJE)EJE A(A)EJE B(B)29.8627.4428.41v5 =29.8626.10v5 =27.4421.95v4 =58.2720.17v4 =53.5515.58v3 =80.2214.50v3 =73.728.15v2 =95.806.84v2 =88.22v1 =103.95v1 =95.07EJE C(C)EJE D(D)27.9025.9926.54v5 =27.9024.72v5 =25.9920.51v4 =54.4519.10v4 =50.7114.78v3 =74.9612.30v3 =69.816.77v2 =89.7412.17v2 =82.11v1 =96.51v1 =94.28EJE NO EXISTE (NO EXISTE)EJE NO EXISTE (NO EXISTE)0.000.000.00v5 =0.000.00v5 =0.000.00v4 =0.000.00v4 =0.000.00v3 =0.000.00v3 =0.000.00v2 =0.000.00v2 =0.00v1 =0.00v1 =0.00CORTANTES Y FUERZAS EN DIRECCIN ZZ (Toneladas)(ACTUANDO SOBRE LA LNEA DE MARCOS EN CADA EJE)EJE 1(1)EJE 2(2)17.9716.2817.09v5 =17.9715.48v5 =16.2813.21v4 =35.0611.97v4 =31.769.42v3 =48.268.52v3 =43.724.87v2 =57.684.45v2 =52.24v1 =62.55v1 =56.69EJE 3(3)EJE 4(4)14.5914.5913.88v5 =14.5913.88v5 =14.5910.72v4 =28.4610.72v4 =28.467.62v3 =39.197.62v3 =39.194.04v2 =46.804.04v2 =46.80v1 =50.84v1 =50.84EJE 5EJE 616.2817.9715.48v5 =16.2817.09v5 =17.9711.97v4 =31.7613.21v4 =35.068.52v3 =43.729.42v3 =48.264.45v2 =52.244.87v2 =57.68v1 =56.69v1 =62.55

MBD00031C81.unknown

MBD00078323.unknown

MBD0007A4E1.unknown

MBD000BA5B8.unknown

MBD000F6266.unknown

MBD0007A4E2.unknown

MBD00079CF3.unknown

MBD000323D1.unknown

MBD0007831E.unknown

MBD0007831F.unknown

MBD00077165.unknown

MBD0007831D.unknown

MBD00032833.unknown

MBD00032118.unknown

MBD0002FF56.unknown

MBD0003034F.unknown

MBD0002C7A8.unknown

MBD0002FB2E.unknown