CALCULO DE Fi SISMICASHALLAR LOS DESPLAZAMIENTOS Y GIROS EMPLEANDO EL ANLISIS SISMICO ESTTICO. CALCULAR FUERZAS CORTANTES Y MOMENTOSDEBIDO A LAS ACCIONES SISMICASCONSIDERAR F'c=350.00KG/CM2PESO ESPECFICO DE CONCRETO= =2.40TON/M3MODULO DE ELAST. DEL CONCRETO: 15,000RAIZ(F'c)=2,806,243.04TON/M32806243.04008046SECCION DE VIGASLONGITUDINALESTRANSVERSALESEJE 1,2,3,4EJE A,DEJE B,B,CANCHO=0.30M0.30.35PERALTE=0.60M0.70.7

COLUMNASTIPObhC4CENTRADAS3035C3EXCENTRICAS VERTICALES3035C2EXCENTRICAS HORIZONTALES3030C1ESQUINERA3030AREAS DE LOSAS:AREAS DE LOSAS- acabadosA1=38.023A4=41.205A7=38.337A1=42A4=45.5A7=42.348LOSAS ALIGERADAS, E=0.25MA2=42.415A5=36.629A8=39.84A2=46.586A5=40.694A8=43.865Walig300KG/M2A3=42.893A6=37.87A9=36.345A3=47.284A6=42A9=40.288Wacab=100KG/M2USO PARA CENTRO COMERCIALWviva=500KG/M2LUGAR DE CONSTRUCCION:MADRE DE DIOSLOSAS PISOS 1,2,3 Y 4:VIGAS A, B, B',C,D:VIGAS 1,2,3,4:SUELO: INTERMEDIOM1=17.50805M4=18.97175M7=17.65275M10=3.528M14=3.528M18=3.024M22=3.034M26=3.519M2=19.50385M5=16.88955M8=18.3305M11=4.704M15=3.301M19=3.117M23=2.772CALCULO DE LA MASA POR PISOM3=19.74095M6=17.4545M9=16.74955M12=4.427M16=3.032M20=3.276M24=3.034M13=4.116M17=3.537M21=3.286M25=3.287PRIMER PISOCARGA MUERTATOTALLOSA ALIGERADA429.45350150,307.50199,377.20ACABADOS490.69710049,069.70VIGASUBICACIN CENTRO DE RIGIDEZ 1 NIVELUBICACIN CENTRO DE RIGIDEZ 2 NIVELUBICACIN CENTRO DE RIGIDEZ 3 NIVELLONGITUDINALESCALCULO CENTRO DE MASAS 1,2,3 PISOXiYiXiYiXiYiN ELEMENTOSSECCIONLONGITUDP. ESPECIFICOXi-12.25784711.770464047-11.87497711.7813105455-11.37910211.7663116073EJE 110.30.625.84240011161.80M117508.05011.50618.506525451.5966UBICACIN CENTRO DE MASASUBICACIN CENTRO DE MASASUBICACIN CENTRO DE MASASEJE 210.30.625.31240010934.18M219503.8504.12280394.8697XiYiXiYiXiYiEJE 310.30.624.80240010713.43M319740.9504.36786208.7286514.190224256816.010462438214.190224256816.010462438214.190224256816.0104624382EJE 410.30.624.30240010497.60M418971.75011.505218269.98375M516889.5504.61477928.3837EXCENTRICIDADEXCENTRICIDADEXCENTRICIDADTRANSVERSALESM617454.50011.50618.507523861.90851.9323784.23999839122.3152474.229151892725.5693264.2441508309N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOM717652.7504.83185280.43525EJE A10.30.719.1524009653.21M818330.50011.457210012.5385EJE B10.350.719.66240011560.61M916749.55018.455309112.94525EJE B'10.350.720.14240011839.97M10352811.499618.4966105826.5936EJE C10.350.720.62240012121.91M1147044.001618823.5264EJE D10.30.721.11240010640.10M124426.8764.213618653.08302816M13411611.518.5123480COLUMNASM1435284.490615842.8368N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOM15411611.499618.5027123489.4668UBICACIN CENTRO DE RIGIDEZ CUARTO NIVELESQUINERA40.30.32.324001987.2M163301.2004.727615606.75312XiYiEXCENTRICAS Y60.30.352.324003477.6M173032.06411.499618.590960.7071744-10.25286011.7599517699EXCENTRICAS X40.30.32.324001987.2M183032.0645.000615162.1392384UBICACIN CENTRO DE MASASCENTRADAS60.30.352.324003477.6M193537.37411.499818.4986106115.57220096XiYiM20302421.996615.00438.0043136842.04573214.0728347514.4559758719M213117.2400.2346731.304504TOTAL CARGA MUERTA (TON)309.43M2232768.001615.001675358.4832EXCENTRICIDADM233286.1300.72462381.130087843.8199752.696024102CARGA VIVAM2430247.998914.998922.0016136078.1856LOSA ALIGERADA490.697500245,348.50M253033.5761.21663690.6485616TOTAL CARGA VIVA (TON)245.35M26277221.999660982.8912M273033.57614.994645487.2586896SEGUNDO PISOM283287.0387.993626275.26375936CARGA MUERTAM293518.5751.72886082.91280576TOTALC1496.8088243718.4LOSA ALIGERADA197.7635069,217.40C2579.68.007930.01548.007926679.68352ACABADOS490.69710049,069.70C3496.80.47790.98491.460966726.71904VIGASC4579.624.023745.023140019.52528LONGITUDINALES233647.9633315516.9949620814.1902242568N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOEJE 110.30.625.84240011161.80EJE 210.30.625.31240010934.18CALCULO CENTRO DE MASAS EN 1,2,3 PISOEJE 310.30.624.80240010713.43YiEJE 410.30.624.30240010497.60M117508.0505.9652104439.01986M219503.8502.953557604.620975TRANSVERSALESM319740.9509.2026181668.06647N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOM418971.7509.2525175536.116875EJE A10.30.719.1524009653.21M516889.55015.4616261139.46628EJE B10.350.719.66240011560.61M617454.50030.9912540935.9004EJE B'10.350.720.14240011839.97M717652.75021.8256385281.8604EJE C10.350.720.62240012121.91M818330.50021.6436396738.0098EJE D10.30.721.11240010640.10M916749.55021.3834358162.32747M10352800COLUMNASM11470400N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOM124426.8765.989726515.65678132C1ESQUINERA40.30.32.224001900.8M13411611.99449367.304C2EXCENTRICAS Y60.30.352.224003326.4M14352812.483744042.4936C3EXCENTRICAS X40.30.32.224001900.8M15411624.9994102897.5304C4CENTRADAS60.30.352.224003326.4M163301.20018.493761051.40244M173032.06436.9994112184.5487616M183032.06425.240776531.4178048TOTAL CARGA MUERTA (TON)227.86M193537.37424.766724.2497173389.35854016M2030248.963127104.4144CARGA VIVAM213117.2402.98479304.026228LOSA ALIGERADA490.697500245,348.50M22327618.499460604.0344TOTAL CARGA VIVA (TON)245.35M233286.1309.236730353.00066568M24302430.999493742.1856TERCER PISOM253033.57615.492746998.2828952CARGA MUERTAM2627721.26273500.2044TOTALM273033.57621.516765272.5447192LOSA ALIGERADA197.7635069,217.40M283287.03821.791771630.13726792ACABADOS490.69710049,069.70M293518.57521.991777379.45022584VIGASC1496.825.46022424571.82736LONGITUDINALESC2579.625.021324.510428708.57332N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOC3496.85.999212.480218.5002612.518.536753.06528EJE 110.30.625.84240011161.80C4579.6123750.042657405.09096EJE 210.30.625.31240010934.18233647.9633740811.93916.0104624382EJE 310.30.624.80240010713.43EJE 410.30.624.30240010497.60CALCULO CENTRO DE MASAS EN CUARTO PISOTRANSVERSALESXiN ELEMENTOSSECCIONLONGITUDP. ESPECIFICOM117508.05011.50618.506525451.5966EJE A10.30.719.1524009653.21M219503.8504.12280394.8697EJE B10.350.719.66240011560.61M319740.9504.36786208.72865EJE B'10.350.720.14240011839.97M418971.75011.505218269.98375EJE C10.350.720.62240012121.91M516889.5504.61477928.3837EJE D10.30.721.11240010640.10M617454.50011.50618.507523861.9085M717652.7504.83185280.43525COLUMNASM818330.50011.457210012.5385N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOM916749.55018.455309112.94525ESQUINERA40.30.32.224001900.8M10352811.499618.4966105826.5936EXCENTRICAS Y60.30.352.224003326.4M1147044.001618823.5264EXCENTRICAS X40.30.32.224001900.8M124426.8764.213618653.08302816CENTRADAS60.30.352.224003326.4M13411611.518.5123480M1435284.490615842.8368M15411611.499618.5027123489.4668TOTAL CARGA MUERTA (TON)227.86M163301.2004.727615606.75312M20302421.996615.00438.0043136842.045732CARGA VIVAM213117.2400.2346731.304504LOSA ALIGERADA361.943500180,971.50M2232768.001615.001675358.4832ACABADOS127.75410012,775.40M233286.1300.72462381.13008784TOTAL CARGA VIVA (TON)193.75M2430247.998914.998922.0016136078.1856M253033.5761.21663690.6485616CUARTO PISOM26277221.999660982.8912CARGA MUERTAC1496.806632788.8TOTALC2579.68.007930.01548.007926679.68352LOSA ALIGERADA145.0335050,760.92C3496.80.47790.98491.460966726.71904ACABADOS361.94310036,194.30C4579.624.023745.023140019.52528VIGAS214207.2723014503.541093614.07283475LONGITUDINALESN ELEMENTOSSECCIONLONGITUDP. ESPECIFICOEJE 110.30.625.84240011161.80CALCULO CENTRO DE MASAS EN CUARTO PISOEJE 210.30.625.31240010934.18YiEJE 310.30.624.80240010713.43M117508.0505.9652104439.01986EJE 410.30.624.30240010497.60M219503.8502.953557604.620975M319740.9509.2026181668.06647TRANSVERSALESM418971.7509.2525175536.116875N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOM516889.55015.4616261139.46628EJE A10.30.719.1524009653.21M617454.50030.9912540935.9004EJE B10.350.719.66240011560.61M717652.75021.8256385281.8604EJE B'10.350.720.14240011839.97M818330.50021.6436396738.0098EJE C10.350.720.62240012121.91M916749.55021.3834358162.32747EJE D10.30.721.11240010640.10M10352800M11470400COLUMNASM124426.8765.989726515.65678132N ELEMENTOSSECCIONLONGITUDP. ESPECIFICOM13411611.99449367.304ESQUINERA40.30.31.12400950.4M14352812.483744042.4936EXCENTRICAS Y60.30.351.124001663.2M15411624.9994102897.5304EXCENTRICAS X40.30.31.12400950.4M163301.20018.493761051.40244CENTRADAS60.30.351.124001663.2M2030248.963127104.4144M213117.2402.98479304.026228M22327618.499460604.0344TOTAL CARGA MUERTA (TON)191.31M233286.1309.236730353.00066568M24302430.999493742.1856CARGA VIVAM253033.57615.492746998.2828952LOSA ALIGERADA361.94310036,194.30M2627721.26273500.2044TOTAL CARGA VIVA (TON)36.19C1496.837.000418381.79872C2579.637.000421445.43184C3496.824.960411.979418351.69264PESO TOTAL DE LA EDIFICACINC4579.624.960411.979421410.30808214207.2723096575.15614.4559758719CARGA MUERTAPRIMER PISO309.43TONSEGUNDO PISO227.86TONTERCER PISO227.86TONCENTRO DE RIGIDECES:CUARTO PISO191.31TONCARGA VIVA PRIMER PISO245.35TONTRANSVERSALES:SEGUNDO PISO245.35TONTERCER PISO193.75TONPISO 1:PISO 2PISO 3PISO 4AZOTEA36.19TONKLA-896.02439-2075.8072-2559.2860KLB-1419.12-4270.48-4347.07-4024.58KLB'-1415.85-4242.77-4320.72-3989.53KLC-1412.6-4215.28-4294.56-3954.42CATEGORA BUSAR50% CARGA VIVA EN PRIMER PISOKLD-887.81-2639.87-3954.42-2471.3825% CARGA VIVA EN AZOTEA6031.4043917444.207219476.05614439.91

PESO TOTAL1307.73TONLONGITUDINALES

FACTOR DE ZONAZ=0.1PISO 1:PISO 2PISO 3PISO 4KL16877.0310672.611687.643182.26FACTOR DE USOU=1.3KL26892.2510708.6911707.053188.25KL36908.6410747.9711729.733190.92FACTOR DE SUELOS2=1.6KL46927.6910793.02117563194.0927605.6142922.2846880.4212755.52PERIODO DEL SUELOTp=0.6Tl=2PERIODO FUDAMENTAL DE VIBRACINALTURA EDIFICACINHn=11.4MCt=35PERIDO FUNDAMENTALT=0.3257SEGFACTOR DE AMPLIFICACIN SISMICAC=2.5COEFICIENTE DE REDUCCIN SISMICARo=8Ia=1Ip=0.85R=6.8CORTANTE BASALZUCS/R0.0764705882C/R0.3676470588>=0.125OKCORTANTE BASAL100.00TONPARA T=0.3257< 0.5K=1PISOHi (M)Pi (TON)PixHiiFi (TON)1.003.00432.101,296.310.15120.692.005.80350.542,033.120.24189.293.008.60324.742,792.740.33260.014.0011.40200.352,284.030.27212.65TOTAL782.648,406.211.00782.64

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