Download xlsx - Analisis Estatico - Porticos

PREDIMENSIONAMIENTOPREDIMENSIONAMIENTO DE VIGASPeso de Viga por metro cuadrado de area de influencia en kg/m2PREDIMENSIONAMIENTO DE COLUMNASPORTICOLuz mas Critica (m)h/12 (m)0.5*h (m)Dimension finalPORTICOTipo de VigaBase (m)Altura (m)Longitud (m)P.E Conc. (tn/m3)Peso (tn)Col. EsquineraArea TributariaPGCarga Total "P" (kg)Area Col. (cm2)Seccionbasealtura01'v-1010.300.6016.712.407.2201'6.640.550.280.300.601v-1020.250.5524.412.408.0601-A5.0412556319.05677.0430x3015.910.490.250.250.552v-1030.250.5023.532.407.0604-A5.0412556319.05677.0430x3025.000.420.210.250.503v-1030.250.5023.002.406.9004-E7.0212558813.24944.2835x3535.000.420.210.250.504v-1030.250.5018.502.405.5503-E'4.0712555101.58546.60D:4045.000.420.210.250.50Av-1030.250.5013.002.403.9001'-E'7.4412559330.93999.74D:40A5.000.420.210.250.50Bv-1030.250.5013.002.403.9001'-C8.00125510045.021076.25D:40B5.000.420.210.250.50Cv-1020.250.5518.882.406.23Valor de "n"0.2C5.880.490.250.250.55Dv-1030.250.5018.272.405.48# de Pisos3D5.270.440.220.250.50Ev-1030.250.5017.662.405.30f'c (kg/cm2)210E5.000.420.210.250.50E'v-1030.250.5012.042.403.61E'5.080.420.210.250.50Peso Total (tn)63.20Col. InterioresArea TributariaPGCarga Total "P" (kg)Area Col. (cm2)SeccionArea en Planta de Edificacion361.63m2Peso de viga por m2 174.77kg/m203-B17.00125521335.001117.5535x40DEFINICION DE LOS TIPOS DE VIGAS03-C20.00125525100.001314.7640x40Tipo de VigaBaseAltura03-D20.00125525100.001314.7640x40v-1010.300.60CUADRO PRELIMINAR PARA PRE. DE COLUMNAS03-E14.16125517770.80930.8535x35v-1020.250.551er NIVEL2do NIVEL3er NIVEL02-B17.00125521335.001117.5535x40v-1030.250.50Aligerado (h=25cm)47047047002-C20.00125525100.001314.7640x40Tabiqueria150150-02-D20.00125525100.001314.7640x40ASIGNACION DE VIGASAcabados10010010002-E20.19125525343.721327.5340x40PORTICOTipo de VigaPeso de Vigas17517517501-C20.45125525662.871344.2540x4001'v-101Peso de Columnas60606001-D20.27125525435.961332.3640x401v-102S/C30030010001-E26.03125532669.531711.2645x452v-103PG TOTAL (kg/m2)12551255905Valor de "n"0.33v-103# de Pisos34v-103f'c (kg/cm2)210Av-103Bv-103Col. ExtremasArea TributariaPGCarga Total "P" (kg)Area Col. (cm2)SeccionCv-102Dv-10301'-D13.96125517525.071251.79D: 45Ev-10301'-E14.13125517733.781266.70D: 45E'v-10301-B11.26125514134.691009.6235x3501-E'14.06125517649.571260.68D: 4502-A7.6012559538.00681.2930x3002-E'10.88125513659.42975.67D: 4003-A7.6012559538.00681.2930x3004-B11.26125514134.441009.6035x3504-C13.25125516628.751187.7735x4004-D13.25125516628.751187.7735x40Valor de "n"0.25# de Pisos3f'c (kg/cm2)210

METRADO DE CARGAS1 PISOMETRADO CARGAS PRIMER PISO2 PISOMETRADO CARGAS SEGUNDO PISO3 PISOMETRADO CARGAS SEGUNDO PISODIMENSIONESP.E(Ton/m3)P(Ton)x(m)y(m)P*x(Ton-m)P*y(Ton-m)DIMENSIONESP.E(Ton/m3)P(Ton)x(m)y(m)P*x(Ton-m)P*y(Ton-m)DIMENSIONESP.E(Ton/m3)P(Ton)x(m)y(m)P*x(Ton-m)P*y(Ton-m)ALTURAALTURALONGITUDALTURAALTURALONGITUDALTURAALTURALONGITUDELEMENTOb (m)L (m)h (m)ELEMENTOb (m)L (m)h (m)ELEMENTOb (m)L (m)h (m)COLUMNASCOLUMNASCOLUMNASC1: COL 30X30C1: COL 30X30C1: COL 30X30A0.30.33.402.40.7340.1513.150.119.66A0.30.33.402.400.730.1513.150.119.66A0.30.33.402.400.730.1513.150.119.66B0.30.33.402.40.7340.158.150.115.99B0.30.33.402.400.730.158.150.115.99B0.30.33.402.400.730.158.150.115.99C0.30.33.402.40.7340.155.150.113.78C0.30.33.402.400.730.155.150.113.78C0.30.33.402.400.730.155.150.113.78D0.30.33.402.40.7340.150.150.110.11D0.30.33.402.400.730.150.150.110.11D0.30.33.402.400.730.150.150.110.11C2: COL 35X35C2: COL 35X35C2: COL 35X35A0.350.353.402.41.0003.6513.153.6513.14A0.350.353.402.401.003.6513.153.6513.14A0.350.353.402.401.003.6513.153.6513.14B0.350.353.402.41.0003.650.153.650.15B0.350.353.402.401.003.650.153.650.15B0.350.353.402.401.003.650.153.650.15C0.350.353.402.41.00018.655.1518.645.15C0.350.353.402.401.0018.655.1518.645.15C0.350.353.402.401.0018.655.1518.645.15D0.350.353.402.41.00018.650.1518.640.15D0.350.353.402.401.0018.650.1518.640.15D0.350.353.402.401.0018.650.1518.640.15C4: COL D: 40C4: COL D: 40C4: COL D: 40AD = 0.4a = 0.133.402.41.0258.6519.038.8719.51AD = 0.4a = 0.131.702.400.518.6519.034.439.76AD = 0.4a = 0.130.002.400.008.6519.030.000.00BD = 0.4a = 0.133.402.41.02525.2417.0125.8817.44BD = 0.4a = 0.131.702.400.5125.2417.0112.948.72BD = 0.4a = 0.130.002.400.0025.2417.010.000.00CD = 0.4a = 0.133.402.41.02523.688.1524.288.36CD = 0.4a = 0.131.702.400.5123.688.1512.144.18CD = 0.4a = 0.130.002.400.0023.688.150.000.00DD = 0.4a = 0.133.402.41.02523.155.1523.745.28DD = 0.4a = 0.131.702.400.5123.155.1511.872.64DD = 0.4a = 0.130.002.400.0023.155.150.000.00C5: COL D: 45C5: COL D: 45C5: COL D: 45AD = 0.5a = 0.163.402.41.29813.6518.4217.7123.91AD = 0.5a = 0.161.702.400.6513.6518.428.8611.95AD = 0.5a = 0.160.002.400.0013.6518.420.000.00BD = 0.5a = 0.163.402.41.29818.6517.8124.2023.11BD = 0.5a = 0.161.702.400.6518.6517.8112.1011.56BD = 0.5a = 0.160.002.400.0018.6517.810.000.00CD = 0.5a = 0.163.402.41.29824.5613.1531.8717.07CD = 0.5a = 0.161.702.400.6524.5613.1515.948.53CD = 0.5a = 0.160.002.400.0024.5613.150.000.00C6: COL 35X40C6: COL 35X40C6: COL 35X40A0.350.43.402.41.1423.658.154.179.31A0.350.43.402.401.143.658.154.179.31A0.350.43.402.401.143.658.154.179.31B0.350.43.402.41.1423.655.154.175.88B0.350.43.402.401.143.655.154.175.88B0.350.43.402.401.143.655.154.175.88C0.350.43.402.41.1428.650.159.880.17C0.350.43.402.401.148.650.159.880.17C0.350.43.402.401.148.650.159.880.17D0.350.43.402.41.14213.650.1515.590.17D0.350.43.402.401.1413.650.1515.590.17D0.350.43.402.401.1413.650.1515.590.17C7: COL 40X40C7: COL 40X40C7: COL 40X40A0.40.43.402.41.3068.6513.1511.2917.17A0.40.43.402.401.318.6513.1511.2917.17A0.40.43.402.401.318.6513.1511.2917.17B0.40.43.402.41.3068.658.1511.2910.64B0.40.43.402.401.318.658.1511.2910.64B0.40.43.402.401.318.658.1511.2910.64C0.40.43.402.41.3068.655.1511.296.72C0.40.43.402.401.318.655.1511.296.72C0.40.43.402.401.318.655.1511.296.72D0.40.43.402.41.30613.6513.1517.8217.17D0.40.43.402.401.3113.6513.1517.8217.17D0.40.43.402.401.3113.6513.1517.8217.17E0.40.43.402.41.30613.658.1517.8210.64E0.40.43.402.401.3113.658.1517.8210.64E0.40.43.402.401.3113.658.1517.8210.64F0.40.43.402.41.30613.655.1517.826.72F0.40.43.402.401.3113.655.1517.826.72F0.40.43.402.401.3113.655.1517.826.72G0.40.43.402.41.30618.658.1524.3510.64G0.40.43.402.401.3118.658.1524.3510.64G0.40.43.402.401.3118.658.1524.3510.64C8: COL 45X45C8: COL 45X45C8: COL 45X45A0.450.453.402.41.65218.6513.1530.8221.73A0.450.453.402.401.6518.6513.1530.8221.73A0.450.453.402.401.6518.6513.1530.8221.73VIGASVIGASVIGASV-101: VIGA 30X60V-101: VIGA 30X60V-101: VIGA 30X60V10.30.64.612.41.99211.1418.7322.1937.30V10.30.64.612.401.9911.1418.7322.1937.30V10.30.60.002.400.0011.1418.730.000.00V20.30.64.592.41.98316.1518.1232.0235.93V20.30.64.592.401.9816.1518.1232.0235.93V20.30.60.002.400.0016.1518.120.000.00V30.30.66.222.42.68721.9617.4159.0146.78V30.30.66.222.402.6921.9617.4159.0146.78V30.30.60.002.400.0021.9617.410.000.00V-102: VIGA 25X55V-102: VIGA 25X55V-102: VIGA 25X55V40.250.553.182.41.0491.8913.151.9813.80V40.250.553.182.401.051.8913.151.9813.80V40.250.553.182.401.051.8913.151.9813.80V50.250.554.632.41.5286.1413.159.3820.09V50.250.554.632.401.536.1413.159.3820.09V50.250.554.632.401.536.1413.159.3820.09V60.250.554.602.41.51811.1513.1516.9319.96V60.250.554.602.401.5211.1513.1516.9319.96V60.250.554.602.401.5211.1513.1516.9319.96V70.250.554.582.41.51116.1413.1524.3919.87V70.250.554.582.401.5116.1413.1524.3919.87V70.250.554.582.401.5116.1413.1524.3919.87V80.250.555.462.41.80221.6113.1538.9423.69V80.250.555.462.401.8021.6113.1538.9423.69V80.250.550.002.400.0021.6113.150.000.00V290.250.555.482.41.8088.6516.0915.6429.10V290.250.555.482.401.818.6516.0915.6429.10V290.250.550.002.400.008.6516.090.000.00V300.250.554.602.41.5188.6510.6513.1316.17V300.250.554.602.401.528.6510.6513.1316.17V300.250.554.602.401.528.6510.6513.1316.17V310.250.552.602.40.8588.656.657.425.71V310.250.552.602.400.868.656.657.425.71V310.250.552.602.400.868.656.657.425.71V320.250.554.602.41.5188.652.6513.134.02V320.250.554.602.401.528.652.6513.134.02V320.250.554.602.401.528.652.6513.134.02V-103: VIGA 25X50V-103: VIGA 25X50V-103: VIGA 25X50V90.250.53.152.40.9451.888.151.787.70V90.250.53.152.400.951.888.151.787.70V90.250.53.152.400.951.888.151.787.70V100.250.54.602.41.3806.158.158.4911.25V100.250.54.602.401.386.158.158.4911.25V100.250.54.602.401.386.158.158.4911.25V110.250.54.602.41.38011.158.1515.3911.25V110.250.54.602.401.3811.158.1515.3911.25V110.250.54.602.401.3811.158.1515.3911.25V120.250.54.602.41.38016.158.1522.2911.25V120.250.54.602.401.3816.158.1522.2911.25V120.250.54.602.401.3816.158.1522.2911.25V130.250.54.632.41.38921.168.1529.3911.32V130.250.54.632.401.3921.168.1529.3911.32V130.250.50.002.400.0021.168.150.000.00V140.250.53.152.40.9451.885.151.784.87V140.250.53.152.400.951.885.151.784.87V140.250.53.152.400.951.885.151.784.87V150.250.54.602.41.3806.155.158.497.11V150.250.54.602.401.386.155.158.497.11V150.250.54.602.401.386.155.158.497.11V160.250.54.602.41.38011.155.1515.397.11V160.250.54.602.401.3811.155.1515.397.11V160.250.54.602.401.3811.155.1515.397.11V170.250.54.632.41.38916.165.1522.457.15V170.250.54.632.401.3916.165.1522.457.15V170.250.54.632.401.3916.165.1522.457.15V180.250.54.132.41.23920.895.1525.886.38V180.250.54.132.401.2420.895.1525.886.38V180.250.50.002.400.0020.895.150.000.00V190.250.53.182.40.9541.890.151.800.14V190.250.53.182.400.951.890.151.800.14V190.250.53.182.400.951.890.151.800.14V200.250.54.652.41.3956.150.158.580.21V200.250.54.652.401.406.150.158.580.21V200.250.54.652.401.406.150.158.580.21V210.250.54.652.41.39511.150.1515.550.21V210.250.54.652.401.4011.150.1515.550.21V210.250.54.652.401.4011.150.1515.550.21V220.250.54.652.41.39516.150.1522.530.21V220.250.54.652.401.4016.150.1522.530.21V220.250.54.652.401.4016.150.1522.530.21V230.250.54.702.41.4100.1510.650.2115.02V230.250.54.702.401.410.1510.650.2115.02V230.250.54.702.401.410.1510.650.2115.02V240.250.52.702.40.8100.156.650.125.39V240.250.52.702.400.810.156.650.125.39V240.250.52.702.400.810.156.650.125.39V250.250.54.702.41.4100.152.650.213.74V250.250.54.702.401.410.152.650.213.74V250.250.54.702.401.410.152.650.213.74V260.250.54.652.41.3953.6510.655.0914.86V260.250.54.652.401.403.6510.655.0914.86V260.250.54.652.401.403.6510.655.0914.86V270.250.52.652.40.7953.656.652.905.29V270.250.52.652.400.803.656.652.905.29V270.250.52.652.400.803.656.652.905.29V280.250.54.652.41.3953.652.655.093.70V280.250.54.652.401.403.652.655.093.70V280.250.54.652.401.403.652.655.093.70V330.250.54.852.41.45513.6515.7819.8622.96V330.250.54.852.401.4613.6515.7819.8622.96V330.250.50.002.400.0013.6515.780.000.00V340.250.54.602.41.38013.6510.6518.8414.70V340.250.54.602.401.3813.6510.6518.8414.70V340.250.54.602.401.3813.6510.6518.8414.70V350.250.52.602.40.78013.656.6510.655.19V350.250.52.602.400.7813.656.6510.655.19V350.250.52.602.400.7813.656.6510.655.19V360.250.54.602.41.38013.652.6518.843.66V360.250.54.602.401.3813.652.6518.843.66V360.250.54.602.401.3813.652.6518.843.66V370.250.54.212.41.26318.6515.4823.5519.55V370.250.54.212.401.2618.6515.4823.5519.55V370.250.50.002.400.0018.6515.480.000.00V380.250.54.582.41.37418.6510.6425.6314.62V380.250.54.582.401.3718.6510.6425.6314.62V380.250.54.582.401.3718.6510.6425.6314.62V390.250.52.632.40.78918.656.6414.715.24V390.250.52.632.400.7918.656.6414.715.24V390.250.52.632.400.7918.656.6414.715.24V400.250.54.652.41.39518.652.6526.023.70V400.250.54.652.401.4018.652.6526.023.70V400.250.54.652.401.4018.652.6526.023.70V410.250.53.502.41.05024.9015.0926.1515.84V410.250.53.502.401.0524.9015.0926.1515.84V410.250.50.002.400.0024.9015.090.000.00V420.250.54.652.41.39524.2011.0833.7615.46V420.250.54.652.401.4024.2011.0833.7615.46V420.250.50.002.400.0024.2011.080.000.00V430.250.52.652.40.79523.416.6518.615.29V430.250.52.652.400.8023.416.6518.615.29V430.250.50.002.400.0023.416.650.000.00TABIQUERIATABIQUERIATABIQUERIAMUROS e=0.15MUROS e=0.15MUROS e=0.15M10.153.404.901.84.4982.380.0010.710.00M10.153.404.901.84.4982.380.0010.710.00M10.153.404.901.84.4982.380.0010.710.00M20.153.4010.071.89.24413.470.00124.520.00M20.153.4010.071.89.24413.470.00124.520.00M20.153.4010.071.89.24413.470.00124.520.00M30.153.403.601.83.30510.302.0934.046.91M30.153.403.601.83.30510.302.0934.046.91M30.153.403.601.83.30510.302.0934.046.91M40.153.406.431.85.9033.145.0018.5329.51M40.153.406.431.85.9033.145.0018.5329.51M40.153.406.431.85.9033.145.0018.5329.51M50.153.403.531.83.24110.265.0033.2516.20M50.153.403.531.83.24110.265.0033.2516.20M50.153.403.531.83.24110.265.0033.2516.20M60.153.402.811.82.58014.915.0038.4612.90M60.153.402.811.82.58014.915.0038.4612.90M60.153.402.811.82.58014.915.0038.4612.90M70.153.402.651.82.4335.028.0012.2119.46M70.153.402.651.82.4335.028.0012.2119.46M70.153.402.651.82.4335.028.0012.2119.46M80.153.403.531.83.24110.268.0033.2525.92M80.153.403.531.83.24110.268.0033.2525.92M80.153.403.531.83.24110.268.0033.2525.92M90.153.405.031.84.61821.018.0097.0136.94M90.151.705.031.82.30921.018.0048.5118.47M90.150.005.031.80.00021.018.000.000.00M100.153.408.861.88.13312.9310.93105.1788.90M100.153.408.861.88.13312.9310.93105.1788.90M100.153.408.861.88.13312.9310.93105.1788.90M110.153.4012.231.811.2276.0413.0867.81146.85M110.153.4012.231.811.2276.0413.0867.81146.85M110.153.4012.231.811.2276.0413.0867.81146.85M120.153.403.651.83.35116.6713.0855.8643.83M120.153.403.651.83.35116.6713.0855.8643.83M120.153.403.651.83.35116.6713.0855.8643.83M130.153.404.521.84.14922.1513.0891.9154.27M130.151.704.521.82.07522.1513.0845.9527.14M130.150.004.521.80.00022.1513.080.000.00M140.153.403.651.83.35110.3315.2334.6151.03M140.151.703.651.81.67510.3315.2317.3125.52M140.150.003.651.80.00010.3315.230.000.00M150.153.407.301.86.70118.5015.23123.98102.06M150.151.707.301.83.35118.5015.2361.9951.03M150.150.007.301.80.00018.5015.230.000.00M160.153.4013.081.812.007-0.086.54-0.9678.53M160.153.4013.081.812.007-0.086.54-0.9678.53M160.153.4013.081.812.007-0.086.54-0.9678.53M170.153.402.711.82.4881.7111.724.2529.16M170.153.402.711.82.4881.7111.724.2529.16M170.153.402.711.82.4881.7111.724.2529.16M180.153.405.831.85.3523.503.9118.7320.93M180.153.405.831.85.3523.503.9118.7320.93M180.153.405.831.85.3523.503.9118.7320.93M190.153.402.711.82.4883.5011.728.7129.16M190.153.402.711.82.4883.5011.728.7129.16M190.153.402.711.82.4883.5011.728.7129.16M200.153.404.001.83.6726.353.0023.3211.02M200.153.404.001.83.6726.353.0023.3211.02M200.153.404.001.83.6726.353.0023.3211.02M210.153.403.211.82.9476.357.6818.7122.63M210.153.403.211.82.9476.357.6818.7122.63M210.153.403.211.82.9476.357.6818.7122.63M220.153.402.711.82.4886.3511.7215.8029.16M220.153.402.711.82.4886.3511.7215.8029.16M220.153.402.711.82.4886.3511.7215.8029.16M230.153.4016.791.815.4138.5010.48131.01161.53M230.153.4016.791.815.4138.5010.48131.01161.53M230.153.4016.791.815.4138.5010.48131.01161.53M240.153.401.831.81.68012.034.0920.216.87M240.153.401.831.81.68012.034.0920.216.87M240.153.401.831.81.68012.034.0920.216.87M250.153.403.771.83.46112.037.9641.6327.55M250.153.403.771.83.46112.037.9641.6327.55M250.153.403.771.83.46112.037.9641.6327.55M260.153.403.601.83.30513.501.8044.615.95M260.153.403.601.83.30513.501.8044.615.95M260.153.403.601.83.30513.501.8044.615.95M270.153.404.871.84.47113.507.4160.3533.13M270.153.404.871.84.47113.507.4160.3533.13M270.153.404.871.84.47113.507.4160.3533.13M280.153.405.271.84.83813.5015.6465.3175.66M280.151.705.271.82.41913.5015.6432.6637.83M280.150.005.271.80.00013.5015.640.000.00M290.153.403.601.83.30516.001.8052.885.95M290.153.403.601.83.30516.001.8052.885.95M290.153.403.601.83.30516.001.8052.885.95M300.153.406.041.85.54516.847.9593.3744.08M300.153.406.041.85.54516.847.9593.3744.08M300.153.406.041.85.54516.847.9593.3744.08M310.153.405.001.84.59018.502.5084.9211.48M310.153.405.001.84.59018.502.5084.9211.48M310.153.405.001.84.59018.502.5084.9211.48M320.153.401.651.81.51518.507.1828.0210.88M320.153.401.651.81.51518.507.1828.0210.88M320.153.401.651.81.51518.507.1828.0210.88M330.153.404.591.84.21418.5015.3777.9564.76M330.151.704.591.82.10718.5015.3738.9832.38M330.150.004.591.80.00018.5015.370.000.00M340.153.404.001.83.67219.8911.0873.0440.69M340.151.704.001.81.83619.8911.0836.5220.34M340.150.004.001.80.00019.8911.080.000.00PESO TOTAL PRIMER NIVEL251.7042825.272146.41PESO TOTAL PRIMER NIVEL231.942465.091876.36PESO TOTAL PRIMER NIVEL193.311759.901336.71

VARIAN EN EL AUTOCAD LAS REGIONES DE LA LOSA 1 Y LOSA 9TIPO DE LOSADIMENSIONESP.A (Tn/m2)P(Ton)x(m)y(m)P*x(m)P*y(m)TIPO DE LOSADIMENSIONESP.A (Tn/m2)P(Ton)x(m)y(m)P*x(m)P*y(m)TIPO DE LOSADIMENSIONESP.A (Tn/m2)P(Ton)x(m)y(m)P*x(m)P*y(m)ELEMENTOArea (m2)ELEMENTOArea (m2)ELEMENTOArea (m2)Espesor (E) =0.25losa 1114.170.5765.0817.7313.491153.71878.07Espesor (E) =0.25losa 1121.130.5769.0517.8113.321229.86919.73Espesor (E) =0.25losa 10.000.570.0017.8113.320.000.00Bid.P (T/m2) =0.47losa 29.240.575.271.7511.689.2261.51Bid.P (T/m2) =0.47losa 29.240.575.271.7511.689.2261.51Bid.P (T/m2) =0.47losa 29.240.575.271.7511.689.2261.51P. Term. (Tn/m2) =0.10losa 37.520.574.294.9311.6821.1250.09P. Term. (Tn/m2) =0.10losa 37.520.574.294.9311.6821.1250.09P. Term. (Tn/m2) =0.10losa 37.520.574.294.9311.6821.1250.09Las losas pueden variar por piso, en este caso consideraremos las areaslosa 458.960.5733.613.184.64106.71156.03Las losas pueden variar por piso, en este caso consideraremos las areaslosa 458.960.5733.613.184.64106.71156.03Las losas pueden variar por piso, en este caso consideraremos las areaslosa 458.960.5733.613.184.64106.71156.03losa 531.160.5717.7610.266.51182.28115.54losa 531.160.5717.7610.266.51182.28115.54losa 531.160.5717.7610.266.51182.28115.54losa 615.800.579.0115.137.52136.2667.74losa 615.800.579.0115.137.52136.2667.74losa 615.800.579.0115.137.52136.2667.74losa 718.000.5710.2616.001.80164.1618.47losa 718.000.5710.2616.001.80164.1618.47losa 718.000.5710.2616.001.80164.1618.47losa 820.160.5711.4913.296.45152.7374.16losa 820.160.5711.4913.296.45152.7374.16losa 820.160.5711.4913.296.45152.7374.16losa 986.610.5749.3711.587.88571.71389.18losa 979.650.5745.4010.927.65495.56347.52losa 979.650.5745.4010.927.65495.56347.52PESO TOTAL LOSA PRIMER NIVEL206.132497.901810.79PESO TOTAL LOSA PRIMER NIVEL206.132497.901810.79PESO TOTAL LOSA PRIMER NIVEL137.091268.04891.06

CM TOTAL =457.835323.183957.20CM TOTAL =438.074962.993687.15CM TOTAL =330.393027.942227.77

En este cuadro se muestran laCENTRO DE MASAEn este cuadro se muestran laCENTRO DE MASAEn este cuadro se muestran laCENTRO DE MASAubicacion del centro de masaXcm =11.63ubicacion del centro de masaXcm =11.33 ubicacion del centro de masaXcm =9.16del 1er piso (Solo Carga Muerta)Ycm =8.64del 2do piso (Solo Carga Muerta)Ycm =8.42del primer pisoYcm =6.74

Centro Masa CVDIMENSIONESS/C (T/m2)P(Ton)x(m)y(m)P*x(m)P*y(m)Centro Masa CVDIMENSIONESS/C (T/m2)P(Ton)x(m)y(m)P*x(m)P*y(m)Centro Masa CVDIMENSIONESS/C (T/m2)P(Ton)x(m)y(m)P*x(m)P*y(m)ELEMENTOArea (m2)ELEMENTOArea (m2)ELEMENTOArea (m2)Espesor (E) =0.25losa 1114.170.2528.5417.7313.49506.01385.12Espesor (E) =0.25losa 1121.130.10
HP: HP:"Sobre Carga de Techo"12.1117.8113.32215.76161.36Espesor (E) =0.25losa 10.000.10
HP: HP:"Sobre Carga de Techo"0.0017.8113.320.000.00 Bid.P (T/m2) =-losa 29.240.30
HP: HP:"SS.HH"2.771.7511.684.8532.37 Bid.P (T/m2) =-losa 29.240.30
HP: HP:"SS.HH"2.771.7511.684.8532.37 Bid.P (T/m2) =-losa 29.240.100.921.7511.681.6210.79P. Term. (Tn/m2) =-losa 37.520.50
HP: HP:"SALA DE ARCHIVOS"3.764.9311.6818.5343.94P. Term. (Tn/m2) =-losa 37.520.50
HP: HP:"SALA DE ARCHIVOS"3.764.9311.6818.5343.94P. Term. (Tn/m2) =-losa 37.520.100.754.9311.683.718.79Las losas pueden variar por piso, en este caso consideraremos las areaslosa 458.960.2514.743.184.6446.8068.44Las losas pueden variar por piso, en este caso consideraremos las areaslosa 458.960.2514.743.184.6446.8068.44Las losas pueden variar por piso, en este caso consideraremos las areaslosa 458.960.105.903.184.6418.7227.37losa 531.160.257.7910.266.5179.9550.68losa 531.160.257.7910.266.5179.9550.68losa 531.160.103.1210.266.5131.9820.27losa 615.800.40
HP: HP:"LUGAR DE ASAMBLEA"6.3215.137.5295.6247.53losa 615.800.40
HP: HP:"LUGAR DE ASAMBLEA"6.3215.137.5295.6247.53losa 615.800.101.5815.137.5223.9111.88losa 718.000.254.5016.001.8072.008.10losa 718.000.254.5016.001.8072.008.10losa 718.000.101.8016.001.8028.803.24losa 820.160.40
HP: HP:"CORREDORES"8.0713.296.45107.1852.04losa 820.160.40
HP: HP:"CORREDORES"8.0713.296.45107.1852.04losa 820.160.102.0213.296.4526.8013.01losa 986.610.40
HP: HP:"CORREDORES"34.6411.587.88401.20273.11losa 979.650.40
HP: HP:"CORREDORES"31.8610.927.65347.76243.88losa 979.650.107.9710.927.6586.9460.97PESO TOTAL SOBRECARGA PRIMER NIVEL111.141332.15961.33PESO TOTAL SOBRECARGA PRIMER NIVEL91.92988.46708.33PESO TOTAL SOBRECARGA PRIMER NIVEL24.05222.46156.33

En este cuadro se muestran laCENTRO DE MASAEn este cuadro se muestran laCENTRO DE MASAEn este cuadro se muestran laCENTRO DE MASAubicacion del centro de masaXcm =11.99ubicacion del centro de masaXcm =10.75ubicacion del centro de masaXcm =9.25del 1er piso (Solo Carga Viva)Ycm =8.65del 1er piso (Solo Carga Viva)Ycm =7.71del 1er piso (Solo Carga Viva)Ycm =6.50

METRADO DE CARGA VIVAMETRADO DE CARGA VIVAMETRADO DE CARGA VIVAELEMENTOAMBIENTEArea (m2)S/C (T/m2)P (Ton)ELEMENTOAMBIENTEArea (m2)S/C (T/m2)P (Ton)ELEMENTOAMBIENTEArea (m2)S/C (T/m2)P (Ton)Losa 1Oficinas114.170.2528.54Losa 1Techo121.130.10
HP: HP:"Sobre Carga de Techo"12.11Losa 1No Existe0.000.10
HP: HP:"Sobre Carga de Techo"0.00Losa 2SS.HH9.240.302.77Losa 2SS.HH9.240.302.77Losa 2SS.HH9.240.100.92Losa 3Sala de archivos7.520.503.76Losa 3Sala de archivos7.520.503.76Losa 3Sala de archivos7.520.100.75Losa 4Oficinas58.960.2514.74Losa 4Oficinas58.960.2514.74Losa 4Oficinas58.960.105.90Losa 5Oficinas31.160.257.79Losa 5Oficinas31.160.257.79Losa 5Oficinas31.160.103.12Losa 6Lugar de Asamblea15.800.406.32Losa 6Lugar de Asamblea15.800.406.32Losa 6Lugar de Asamblea15.800.101.58Losa 7Oficinas18.000.254.50Losa 7Oficinas18.000.254.50Losa 7Oficinas18.000.101.80Losa 8Corredores20.160.408.07Losa 8Corredores20.160.408.07Losa 8Corredores20.160.102.02Losa 9Corredores86.610.4034.64Losa 9Corredores79.650.4031.86Losa 9Corredores79.650.107.97111.1491.9224.05

CV TOTAL =111.14CV TOTAL =91.92CV TOTAL =24.05

RESUMEN DE CALCULONRO DEPISOSPESOSCENTRO DE MASA (Promedio CM y CV)CMCVxy1 ER PISO457.8349111.13711.818.652 DO PISO438.066291.92411.048.073 ER PISO330.394724.0509.216.62

CORTANTE BASALCALCULO DE LA CORTANTE BASAL

DATOS NECESARIOS PARA EL CALCULO DE LA CORTANTE BASALLos datos aqui presentados son obtenidos del Reglamento Na -cional de Edificaciones E - 030 Diseo Sismo Resistente.

CATEGORIA DE LA EDFICACION ="C"Tipo de Suelo =S3

CUADRO RESUMEN DE CARGAS NIVELCMCVFACT. CV%CVP (Ton)1 ER PISO457.835111.1370.25027.784485.6192 DO PISO438.06691.9240.25022.981461.0473 ER PISO330.39524.0500.2506.013336.407

PESO TOTAL DE LA ESTRUCTURAPESO TOTAL (P) =1283.074PARAMETROS ZUCSFactor de Zona Z =0.4Factor de UsoU =1Factor de Amplificacion C =(*)Tipo de SueloS =1.4Coef. de ReduccionRx =6
HP: HP:DEL REGLAMENTO ES 8, PERO POR SER ESTRUCTURA IRREGULAR MULTIPLICO POR 3/4 PARA AMBAS DIRECCIONESRy =6(*)FACTOR DE AMPLIFICACION SISMICADeterminamos los valores de CT para calculara el CTP =0.9hn =10.2

Valores de CTPerido FundamentalFACTOR DE AMPLIF.CTx CTy Tx Ty Cx Cy 35350.291430.291437.727.72

Cx =2.5Cy =2.5Finalmente lo reemplazamos los datos en formula de Cortante BasalVx =299.384TonVy =299.384TonCortante Basal en x e y

REPARTIENDO FUERZA SISMICA EN X PARA CADA PISOVECTORES DE FUERZAS INERCIALESNivelPesoHacum.P*Hacum.L (m)VxFx sismicaMtx1485.6193.41651.10618.88
HP: HP:"Distancia Total Perpendicular al Eje X"299.38460.153
HP: HP:"Fx=(Peso Nivel/Peso Total)" por Vx".56.7852461.0476.83135.12018.88299.384114.219107.823F =60.153X3336.40710.23431.35413.00299.384125.01181.257114.219TOTALES8217.579299.384245.865125.01160.153YREPARTIENDO FUERZA SISMICA EN Y PARA CADA PISO114.219NivelPesoHacum.P*Hacum.L (m)VyFy sismicaMty125.0111485.6193.41651.10625.09
HP: HP:"Distancia Total Perpendicular al Eje Y"299.38460.153
HP: HP:"Fy=(Peso Nivel/Peso Total)" por Vy".75.46275.462Mt

2461.0476.83135.12025.09299.384114.219143.288143.2883336.40710.23431.35418.50299.384125.011115.636115.636TOTALES8217.579299.384334.386

VECTORES DE POSICION1 PISODistancia del centro de masa al eje del PorticoAngulo del eje del portico con respecto al eje xAngulo del Rdk respecto al eje xFUNCIONCOS ()FUNCION SEN ()DIFERENCIASEN(-)2 PISODistancia del centro de masa al eje del PorticoAngulo del eje del portico con respecto al eje xAngulo del Rdk respecto al eje xFUNCIONCOS ()FUNCION SEN ()DIFERENCIASEN(-)3 PISODistancia del centro de masa al eje del PorticoAngulo del eje del portico con respecto al eje xAngulo del Rdk respecto al eje xFUNCIONCOS ()FUNCION SEN ()DIFERENCIASEN(-)

PORTICORdkPORTICORdkPORTICORdk01'9.76017383-0.990.121.0001'10.43017383-0.990.121.0001'14.3600901.000.00-1.0014.9400901.000.00-1.0016.3800901.000.00-1.0020.65002701.000.001.0020.07002701.000.001.0021.3800901.000.00-1.0033.65002701.000.001.0033.07002701.000.001.0031.62002701.000.001.0048.65002701.000.001.0048.07002701.000.001.0046.62002701.000.001.00A11.810901800.001.00-1.00A11.040901800.001.00-1.00A9.210901800.001.00-1.00B8.310901800.001.00-1.00B7.540901800.001.00-1.00B5.710901800.001.00-1.00C3.310901800.001.00-1.00C2.540901800.001.00-1.00C0.710901800.001.00-1.00D1.6909000.001.001.00D2.4609000.001.001.00D4.3009000.001.001.00E6.6909000.001.001.00E7.4609000.001.001.00E9.3009000.001.001.00E'11.650803500.170.981.00E'12.310803500.170.981.00E'CENTRO DE MASAXmYmCENTRO DE MASAXmYmCENTRO DE MASAXmYm11.8108.64511.0408.0659.2056.620

MATRICES PARA CADA PROTICOANGULO DEL PORTICO CON EL EJE X17301'PORTICO01'

Matriz de Flexibilidad del portico 01'MATRIZ DE RIGIDEZ TRIDIMENSIONAL DEL PORTICO01'DESPLAZAMIENTOEN EL PORTICO01'

2.350E-042.680E-04-0.990.000.00KKA9002.2457938995-4217.8354418970-1105.336796944517.8850726940-88521.746624241844322.3960782460DP1-0.0112F1 =2.680E-045.720E-04Cos k 0.00-0.990.00-4217.8354418973698.47510763360517.885072694-454.1156421011041475.2239428266-38864.78760592470-0.02320.000.000.000000000000.0000-1105.336796944517.8850726940135.7182932626-63.5882912489010869.1037896157-5442.10594063210Matriz de Rigidez lateral del portico01'517.885072694-454.11564210110-63.588291248955.75838971450-5092.51716016964771.99588077810FUERZA SISMICA REAL EN EL PORTICO 01'0000000009137.9640871621-4281.423733145900.120.000.00-88521.746624241841475.2239428266010869.1037896157-5092.51716016960870460.527829255-435835.2354783050FS-2.8704Kpk =-4281.42373314593754.23349734810Sen k0.000.120.0044322.396078246-38864.78760592470-5442.10594063214771.99588077810-435835.235478305408403.9155856610-39.18810000.000.000.000000000000.0000F =-42.0585

Matriz de Rigidez de distanacias01'Fx =41.7450238781Fy =-5.12564442689.760.000.001.000.000.00Rdk =0.0010.430.00Sen( k-k )0.001.000.000.000.000.000.000.000.00

1PORTICO1

Matriz de Flexibilidad del portico 1MATRIZ DE RIGIDEZ TRIDIMENSIONAL DEL PORTICO1DESPLAZAMIENTOEN EL PORTICO1

1.430E-041.720E-041.740E-041.000.000.00KKA15675.4854048368-8142.3553003649913.1649354662000-68345.116365088340223.2351838028-5825.992288274DP10.0129F2 =1.720E-043.770E-044.090E-04Cos k 0.001.000.00-8142.355300364912323.6894785521-5490.332082521700035500.6691095911-60879.026024047235028.31868648820.02671.740E-044.090E-046.600E-040.000.001.00913.1649354662-5490.33208252174676.7501863337000-3981.399118632427122.240487657-29837.66618880910.0363000000000Matriz de Rigidez lateral del portico1000000000FUERZA SISMICA REAL EN EL PORTICO 100000000015675.4854048368-8142.3553003649913.16493546620.000.000.00-68345.116365088335500.6691095911-3981.3991186324000297984.707351785-175373.3054013825401.3263768748FS18.0985Kpk =-8142.355300364912323.6894785521-5490.3320825217Sen k0.000.000.0040223.2351838028-60879.026024047227122.240487657000-175373.30540138300742.388558793-173039.89431125224.4221913.1649354662-5490.33208252174676.75018633370.000.000.00-5825.992288274135028.3186864882-29837.666188809100025401.3263768749-173039.894311252190364.31028460235.0441Fx =77.5646

Matriz de Rigidez de distanacias10.0001430.0001720.0001744.360.000.00-1.000.000.000.0001720.0003770.000409Rdk =0.004.940.00Sen( k-k )0.00-1.000.000.0001740.0004090.000660.000.006.380.000.00-1.00

2PORTICO2


1.690E-042.030E-042.060E-041.000.000.00KKA13319.69-6981.25806.630.000.000.008657.80-488.69-1113.15DP10.0130FA =2.030E-044.430E-044.820E-04Cos k 0.001.000.00-6981.2510737.20-4853.500.000.000.00-4537.81751.606697.830.02672.060E-044.820E-047.700E-040.000.001.00806.63-4853.504121.060.000.000.00524.31-339.74-5687.070.03660.000.000.000.000.000.000.000.000.00Matriz de Rigidez lateral del portico20.000.000.000.000.000.000.000.000.00FUERZA SISMICA REAL EN EL PORTICO 20.000.000.000.000.000.000.000.000.0013319.6886905698-6981.2476767131806.63053236150.000.000.008657.80-4537.81524.310.000.000.005627.57-317.65-723.55FS15.3917Kpk =-6981.247676713110737.1976176238-4853.4964029764Sen k0.000.000.00-488.69751.60-339.740.000.000.00-317.6552.61468.8518.9753806.6305323615-4853.49640297644121.06412541320.000.000.00-1113.156697.83-5687.070.000.000.00-723.55468.857848.1531.5679Fx =65.9348

Matriz de Rigidez de distanacias20.0001690.0002030.0002060.0002030.0004430.0004820.650.000.001.000.000.000.0002060.0004820.00077Rdk =0.000.070.00Sen( k-k )0.001.000.000.000.001.380.000.00-1.00

3PORTICO3


1.830E-042.170E-042.200E-041.000.000.00KKA12172.23-6373.35706.810.000.000.0044428.65-19566.201145.04DP10.0130FA =2.170E-044.710E-045.100E-04Cos k 0.001.000.00-6373.3510008.68-4570.730.000.000.00-23262.7430726.65-7404.580.02682.200E-045.100E-048.100E-040.000.001.00706.81-4570.733920.460.000.000.002579.87-14032.146351.150.03680.000.000.000.000.000.000.000.000.00Matriz de Rigidez lateral del portico30.000.000.000.000.000.000.000.000.00FUERZA SISMICA REAL EN EL PORTICO 30.000.000.000.000.000.000.000.000.0012172.2339523217-6373.3540264318706.81368391290.000.000.0044428.65-23262.742579.870.000.000.00162164.59-71416.624179.39FS13.4329Kpk =-6373.354026431810008.6822787272-4570.7284893036Sen k0.000.000.00-19566.2030726.65-14032.140.000.000.00-71416.6294330.83-22732.0617.0348706.8136839129-4570.72848930363920.45990010370.000.000.001145.04-7404.586351.150.000.000.004179.39-22732.0610288.8531.1054Fx =61.5731

Matriz de Rigidez de distanacias30.0001830.0002170.000223.650.000.001.000.000.000.0002170.0004710.00051Rdk =0.003.070.00Sen( k-k )0.001.000.000.000220.000510.000810.000.001.620.000.001.00

4PORTICO4


2.610E-043.040E-043.070E-041.000.000.00KKA8432.67-4506.96551.100.000.000.0072942.64-36371.183648.30DP10.0131FA =3.040E-046.550E-047.050E-04Cos k 0.001.000.00-4506.967682.49-3775.770.000.000.00-38985.2261997.72-24995.580.02693.070E-047.050E-041.068E-030.000.001.00551.10-3775.773270.340.000.000.004767.03-30470.4521649.680.03720.000.000.000.000.000.000.000.000.00Matriz de Rigidez lateral del portico40.000.000.000.000.000.000.000.000.00FUERZA SISMICA REAL EN EL PORTICO 40.000.000.000.000.000.000.000.000.008432.6746812644-4506.9620002272551.10213765170.000.000.0072942.64-38985.224767.030.000.000.00630953.80-314610.7431557.76FS9.4785Kpk =-4506.96200022727682.4928821005-3775.7679286621Sen k0.000.000.00-36371.1861997.72-30470.450.000.000.00-314610.74500321.58-201714.367.2843551.1021376517-3775.76792866213270.34460060650.000.000.003648.30-24995.5821649.680.000.000.0031557.76-201714.36143320.8927.2942Fx =44.0570

Matriz de Rigidez de distanacias40.0002610.0003040.0003078.650.000.001.000.000.000.0003040.0006550.000705Rdk =0.008.070.00Sen( k-k )0.001.000.000.0003070.0007050.0010680.000.006.620.000.001.00

APORTICOA

Matriz de Flexibilidad del portico AMATRIZ DE RIGIDEZ TRIDIMENSIONAL DEL PORTICOADESPLAZAMIENTOEN EL PORTICOA

5.510E-046.140E-046.170E-040.000.000.00KKA0.00-0.000.000.00-0.000.00-0.000.00-0.00DP10.0125FA =6.140E-041.294E-031.364E-03Cos k 0.000.000.00-0.000.00-0.00-0.000.00-0.000.00-0.000.000.02586.170E-041.364E-032.057E-030.000.000.000.00-0.000.000.00-0.000.00-0.000.00-0.000.03470.00-0.000.003873.21-2037.05189.00-45742.5622488.99-1740.64Matriz de Rigidez lateral del porticoA-0.000.00-0.00-2037.053638.55-1801.7124057.51-40169.5916593.78FUERZA SISMICA REAL EN EL PORTICO A0.00-0.000.00189.00-1801.711624.17-2232.0319890.92-14958.653873.2055858324-2037.0460173147188.9951002231.000.000.00-0.000.00-0.00-45742.5624057.51-2232.03540219.61-265594.9520557.02FS2.2805Kpk =-2037.04601731473638.5496406376-1801.7133287052Sen k0.001.000.000.00-0.000.0022488.99-40169.5919890.92-265594.95443472.25-183195.335.8660188.995100223-1801.71332870521624.17452771820.000.001.00-0.000.00-0.00-1740.6416593.78-14958.6520557.02-183195.33137769.1412.3084Fy =20.4549

Matriz de Rigidez de distanaciasA0.0005510.0006140.00061711.810.000.00-1.000.000.000.0006140.0012940.001364Rdk =0.0011.040.00Sen( k-k )0.00-1.000.000.0006170.0013640.0020570.000.009.210.000.00-1.00

BPORTICOB

Matriz de Flexibilidad del portico BMATRIZ DE RIGIDEZ TRIDIMENSIONAL DEL PORTICOBDESPLAZAMIENTOEN EL PORTICOB

2.620E-043.140E-043.180E-040.000.000.00KKA0.00-0.000.000.00-0.000.00-0.000.00-0.00DP10.0125FA =3.140E-046.840E-047.460E-04Cos k 0.000.000.00-0.000.00-0.00-0.000.00-0.000.00-0.000.000.02583.180E-047.460E-041.133E-030.000.000.000.00-0.000.000.00-0.000.00-0.000.00-0.000.03500.00-0.000.008622.16-4678.38660.39-71650.1635274.95-3770.82Matriz de Rigidez lateral del porticoB-0.000.00-0.00-4678.387724.88-3773.2038877.30-58245.6021544.98FUERZA SISMICA REAL EN EL PORTICO B0.00-0.000.00660.39-3773.203181.65-5487.8328449.94-18167.208622.1608826956-4678.3755908258660.38925865741.000.000.00-0.000.00-0.00-71650.1638877.30-5487.83595412.80-293134.8531335.54FS9.9761Kpk =-4678.37559082587724.8808560211-3773.20183646Sen k0.001.000.000.00-0.000.0035274.95-58245.6028449.94-293134.85439171.84-162449.179.1862660.3892586574-3773.201836463181.6458832710.000.001.00-0.000.00-0.00-3770.8221544.98-18167.2031335.54-162449.17103734.7022.0224Fy =41.1847

Matriz de Rigidez de distanaciasB0.0002620.0003140.0003188.310.000.00-1.000.000.000.0003140.0006840.000746Rdk =0.007.540.00Sen( k-k )0.00-1.000.000.0003180.0007460.0011330.000.005.710.000.00-1.00CPORTICOC

Matriz de Flexibilidad del portico CMATRIZ DE RIGIDEZ TRIDIMENSIONAL DEL PORTICOCDESPLAZAMIENTOEN EL PORTICOC

1.770E-042.080E-042.110E-040.000.000.00KKA0.00-0.000.000.00-0.000.00-0.000.00-0.00DP10.0126FA =2.080E-044.510E-044.870E-04Cos k 0.000.000.00-0.000.00-0.00-0.000.00-0.000.00-0.000.000.02592.110E-044.870E-047.780E-040.000.000.000.00-0.000.000.00-0.000.00-0.000.00-0.000.03530.00-0.000.0012447.56-6465.98671.59-41201.4316423.59-476.83Matriz de Rigidez lateral del porticoC-0.000.00-0.00-6465.9810200.83-4631.7221402.39-25910.113288.52FUERZA SISMICA REAL EN EL PORTICO C0.00-0.000.00671.59-4631.724002.50-2222.9611764.58-2841.7712447.5618174498-6465.9801235725671.58968727241.000.000.00-0.000.00-0.00-41201.4321402.39-2222.96136376.73-54362.081578.30FS12.4963Kpk =-6465.980123572510200.8288522373-4631.7247364599Sen k0.001.000.000.00-0.000.0016423.59-25910.1111764.58-54362.0865811.67-8352.8519.6442671.5896872724-4631.72473645994002.49938642870.000.001.00-0.000.00-0.00-476.833288.52-2841.771578.30-8352.852017.6629.7307Fy =61.8711

Matriz de Rigidez de distanaciasC0.0001770.0002080.0002113.310.000.00-1.000.000.000.0002080.0004510.000487Rdk =0.002.540.00Sen( k-k )0.00-1.000.000.0002110.0004870.0007780.000.000.710.000.00-1.00DPORTICOD

Matriz de Flexibilidad del portico DMATRIZ DE RIGIDEZ TRIDIMENSIONAL DEL PORTICODDESPLAZAMIENTOEN EL PORTICOD

1.660E-041.970E-042.000E-040.000.000.00KKA0.00-0.000.000.00-0.000.000.00-0.000.00DP10.0126FA =1.970E-044.300E-044.640E-04Cos k 0.000.000.00-0.000.00-0.00-0.000.00-0.00-0.000.00-0.000.02602.000E-044.640E-047.520E-040.000.000.000.00-0.000.000.00-0.000.000.00-0.000.000.03570.00-0.000.0013312.55-6817.90666.2222498.20-16772.032864.74Matriz de Rigidez lateral del porticoD-0.000.00-0.00-6817.9010450.56-4634.95-11522.2525708.39-19930.28FUERZA SISMICA REAL EN EL PORTICO D0.00-0.000.00666.22-4634.954012.461125.91-11401.9817253.6013312.545211209-6817.8995981007666.21857882571.000.000.000.00-0.000.0022498.20-11522.251125.9138021.96-28344.744841.41FS14.5841Kpk =-6817.899598100710450.5648074963-4634.9496689603Sen k0.001.000.00-0.000.00-0.00-16772.0325708.39-11401.98-28344.7463242.64-49028.5020.4218666.2185788257-4634.94966896034012.46400350060.000.001.000.00-0.000.002864.74-19930.2817253.604841.41-49028.5074190.4630.9830Fy =65.9890

Matriz de Rigidez de distanaciasD0.0001660.0001970.00021.690.000.001.000.000.000.0001970.000430.000464Rdk =0.002.460.00Sen( k-k )0.001.000.000.00020.0004640.0007520.000.004.300.000.001.00EPORTICOE

Matriz de Flexibilidad del portico EMATRIZ DE RIGIDEZ TRIDIMENSIONAL DEL PORTICOEDESPLAZAMIENTOEN EL PORTICOE

1.640E-041.970E-042.000E-040.000.000.00KKA0.00-0.000.000.00-0.000.000.00-0.000.00DP10.0127FA =1.970E-044.310E-044.680E-04Cos k 0.000.000.00-0.000.00-0.00-0.000.00-0.00-0.000.00-0.000.02612.000E-044.680E-047.720E-040.000.000.000.00-0.000.000.00-0.000.000.00-0.000.000.03600.00-0.000.0013657.04-7024.29720.1691365.58-52401.226697.46Matriz de Rigidez lateral del porticoE-0.000.00-0.00-7024.2910402.16-4486.21-46992.5177600.10-41721.73FUERZA SISMICA REAL EN EL PORTICO E0.00-0.000.00720.16-4486.213828.394817.85-33467.1135603.9913657.0371911289-7024.2917216553720.15684910481.000.000.000.00-0.000.0091365.58-46992.514817.85611235.72-350564.1444806.00FS16.0468Kpk =-7024.291721655310402.1588371028-4486.2072427889Sen k0.001.000.00-0.000.00-0.00-52401.2277600.10-33467.11-350564.14578896.78-311244.0920.7374720.1568491048-4486.20724278893828.38551788120.000.001.000.00-0.000.006697.46-41721.7335603.9944806.00-311244.09331117.0629.9670Fy =66.7512

Matriz de Rigidez de distanaciasE0.0001640.0001970.00026.690.000.001.000.000.000.0001970.0004310.000468Rdk =0.007.460.00Sen( k-k )0.001.000.000.00020.0004680.0007720.000.009.300.000.001.00ANGULO DEL PORTICO CON EL EJE X80E'PORTICOE'

Matriz de Flexibilidad del portico E'MATRIZ DE RIGIDEZ TRIDIMENSIONAL DEL PORTICOE'DESPLAZAMIENTOEN EL PORTICOE'

2.670E-043.070E-040.170.000.00KKA243.21-113.300.001379.32-642.560.0016316.92-8031.990.00DP10.0148FA =3.070E-046.590E-04Cos k 0.000.170.00-113.3098.540.00-642.56558.840.00-7601.366985.480.000.03050.000.000.000.000.000.000.000.000.000.000.000.000.00001379.32-642.560.007822.49-3644.160.0092537.87-45551.700.00Matriz de Rigidez lateral del porticoE'-642.56558.840.00-3644.163169.350.00-43109.4539616.620.00FUERZA SISMICA REAL EN EL PORTICO E'0.000.000.000.000.000.000.000.000.008065.7005776951-3757.465974738100.980.000.0016316.92-7601.360.0092537.87-43109.450.001094697.05-538863.830.00FS5.1982Kpk =-3757.46597473813267.89386076570Sen k0.000.980.00-8031.996985.480.00-45551.7039616.620.00-538863.83495203.890.0043.80480000.000.000.000.000.000.000.000.000.000.000.000.000.0000F =49.0031

Matriz de Rigidez de distanaciasE'Fx =8.5092904334Fy =48.258584132711.650.000.001.000.000.000.0002670.0003070Rdk =0.0012.310.00Sen( k-k )0.001.000.000.0003070.00065900.000.000.000.000.000.00000ENSAMBLE MATRIZ TRIDIMENSIONAL DE TODA LA ESTRUTURA PARA HALLAR LOS DESPLAZAMIENTOS EN LOS CENTROS DE MASAMATRIZ TRIDIMENSIONAL DE TODA LA ESTRUCTURA123456789158845.54-30335.062977.71273.98-124.680.00-14520.8520087.57-2145.812-30335.0644549.08-18690.32-124.68104.73-0.002588.76717.649325.9832977.71-18690.3215988.620.00-0.000.003889.81-17720.09-7523.914273.98-124.680.0059870.72-30731.352907.3558676.61-45979.523573.905-124.68104.73-0.00-30731.3545642.10-19327.80-22379.5223371.82-20224.7260.00-0.000.002907.35-19327.8016649.17-3999.0715236.3616889.967-14520.852588.763889.8158676.61-22379.52-3999.074983155.07-2528418.13163533.19820087.57717.64-17720.09-45979.5223371.8215236.36-2528418.133389650.39-1111287.409-2145.819325.98-7523.913573.90-20224.7216889.96163533.19-1111287.401000651.24MATRIZ INVERSA DE LA MATRIZ TRIDIMENSIONAL

12345678910.00003773830.00004473490.0000454778-0.0000002983-0.0000004705-0.00000076350.00000012360.00000015140.000000158320.00004473490.00009767080.0001072987-0.0000006506-0.0000021388-0.00000419820.00000045110.00000097430.000001030730.00004547780.00010729870.0001839218-0.0000014029-0.0000053087-0.00001168660.00000121380.00000278090.00000346534-0.0000002983-0.0000006506-0.00000140290.00003733030.00004438190.0000458817-0.0000004453-0.0000005107-0.00000051035-0.0000004705-0.0000021388-0.00000530870.00004438190.00009774350.0001093612-0.0000009088-0.0000019398-0.00000205566-0.0000007635-0.0000041982-0.00001168660.00004588170.00010936120.000188164-0.0000018717-0.0000042708-0.00000561770.00000012360.00000045110.0000012138-0.0000004453-0.0000009088-0.00000187170.00000044450.00000051650.00000052180.00000015140.00000097430.0000027809-0.0000005107-0.0000019398-0.00000427080.00000051650.00000111190.000001197390.00000015830.00000103070.0000034653-0.0000005103-0.0000020556-0.0000056170.0000005210.00000119730.0000023157

VECTORES DE FUERZAS INERCIALESDESPLAZAMIENTOS GLOBALES DEL CENTRO DE MASADESPLAZAMIENTOS LATERALES DE ENTRE PISOSDel reglamento tenemos el valor de RRx =6160.1532739124x10.01294710X1ER PISORy =62114.21907228720.026744972DO PISOX1 =0.01379787REL. =0.0180003125.01149059530.036722613ER PISOX2 =0.00997764REL. =0.013000460.1532739124y40.01261712Y1ER PISOF =5114.219072287D =50.025984832DO PISOY1 =0.01336770REL. =0.0180006125.01149059560.035384613ER PISOY2 =0.00939978REL. =0.012000775.4622821231MT70.00001393MTGIRO8143.28782618480.00001860GIRO9115.635628800390.00007144GIRO

DETERMINANDO EL CENTRO DE RIGIDEZPARA LA DIRECION X, TENEMOSEXENTRICIDAD ACCIDENTALKyy =59870.72-30731.34585474472907.3494740832Kyy -1 =0.000.00004348210.000044037De acuerdo al reglamento Nacional de Edificaciones se tienen que la excen--30731.345854744745642.0961868292-19327.79681337430.00004348210.00009435610.0001019437tricidad en cada nivel, se considerara como 0.05 veces de la dimension del 2907.3494740832-19327.796813374316649.16931879960.0000440370.00010194370.0001707182edificio en la direccion perpendicular a la aplicacion de fuerzas.Ky =58676.61-45979.52348218913573.9023676742Long x =25.09
HP: HP:"Distancia Total Perpendicular al Eje Y"eix =1.255-22379.516180518523371.8184166532-20224.7241280189Long y =18.88
HP: HP:"Distancia Total Perpendicular al Eje X"eiy =0.944-3999.070019221615236.355609573516889.9605732212PISOSCENTRO DE MASACENTRO DE RIGIDEZXR =1.01-0.0086587374-0.00381184241XR =1.003XYXY0.0320575821.75923838-0.031100300811.760Primer Piso11.8108.6451.0030.271-0.3802202392.95893029830.97902437813.558Segundo Piso11.0408.0651.7600.864Tercer Piso9.2056.6203.5582.295PARA LA DIRECION Y, TENEMOSKxx =58845.54-30335.05590834532977.7112893922Kxx -1 =0.000.00004460170.0000451166-30335.055908345344549.0764217835-18690.32490346370.00004460170.00009681460.0001048675EXCENTRICIDAD en YEXCENTRICIDAD en X2977.7112893922-18690.324903463715988.6188124570.00004511660.00010486750.0001767297L (m)Ea (m)L (m)Ea (m)18.88
HP: HP:"Distancia Total Perpendicular al Eje X"0.94425.09
HP: HP:"Distancia Total Perpendicular al Eje Y"1.255Kx =-14520.8520087.5703848554-2145.808103739718.880.94425.091.2552588.7601259133717.64190453329325.979882180613.000.65018.500.9253889.8141643719-17720.0879070165-7523.9083876964

YR =-0.26-0.0101010649-0.0044017381YR =0.2710.0108897891-0.89284238140.018171401310.8640.3037906611-2.1501246887-0.448517284212.295