ENTREPISO1,3,5CENTRO DE MASA DE ENTREPISO (1,3,5)Viga o PanelDimensionesDensidad y CargaPeso (KN)X (m)Y (m)WX (KN/m)WY (KN/m)Base (m)Altura (m)Longitud (m)KN/mKN/mViga Eje 1-10.400.406.7024.0-25.733.830.5798.5414.66Viga Eje 1-20.400.406.7024.0-25.7312.720.57327.2614.66Viga Eje 20.400.4016.3524.0-62.788.183.19513.26200.28Viga Eje 30.400.4015.3924.0-59.108.187.63483.12450.91Viga Eje 40.400.4015.3924.0-59.108.1810.20483.42602.80Viga Eje 50.400.4016.3524.0-62.788.1814.64513.57919.16Viga Eje 6-10.400.406.7024.0-25.733.8317.2698.54444.07Viga Eje 6-20.400.406.7024.0-25.7312.7217.26327.26444.07Viga Eje A-10.400.406.2624.0-24.040.684.1016.3598.56Viga Eje A-20.400.406.2624.0-24.040.6813.7316.35330.05Viga Eje B-10.400.406.6324.0-25.464.103.92104.3899.67Viga Eje B-20.400.406.6324.0-25.464.1013.92104.38354.26Viga Eje C0.400.4015.4324.0-59.256.988.92413.57528.22Viga Eje D0.400.4015.4324.0-59.259.378.92555.18528.52Viga Eje E-10.400.406.6324.0-25.4612.253.92311.8899.80Viga Eje E-20.400.406.6324.0-25.4612.2513.92311.88354.39Viga Eje F-10.400.406.2624.0-24.0415.674.10376.6898.56Viga Eje F-20.400.406.2624.0-24.0415.6713.73376.68330.05Nervio 1 (1-2/Vol -A)0.150.400.4824.0-0.690.241.720.171.19Nervio 2 (1-2/F-Vol)0.150.400.4824.0-0.6916.111.7211.141.19Nervio 3 (5-6/Vol-A)0.150.400.4824.0-0.690.2416.120.1711.14Nervio 4 (5-6/F-Vol)0.150.400.4824.0-0.6916.1116.1211.1411.14Nervio 5 (2-3/C-D)0.150.401.9924.0-2.878.184.7123.4313.48Nervio 5' (2-3/C-D)0.150.401.9924.0-2.878.186.5623.4318.78Nervio 6 (4-5/C-D)0.150.401.9924.0-2.878.1811.2823.4332.31Nervio 6' (4-5/C-D)0.150.401.9924.0-2.878.1813.1323.4337.61Panel 1 (Vol-1/B-C)0.372.48--7.66.975.540.1938.631.33Panel 2 (Vol-1/D-E)0.372.48--7.66.9710.810.1975.391.33Panel 3 (1-2/Vol-A)1.200.48--7.64.380.242.391.0510.46Panel 4 (1-2/A-B)2.223.02--7.650.952.391.88121.7895.79Panel 5 (1-2/B-C)2.222.48--7.641.845.541.88231.8178.66Panel 6 (Vol-2/C-D)2.991.99--7.6-45.228.181.50-369.91-67.61Panel 7 (1-2/D-E)2.222.48--7.641.8410.811.88452.3278.66Panel 8 (1-2/E-F)2.223.02--7.650.9513.961.88711.3195.79Panel 9 (1-2/F-Vol)1.200.48--7.64.3816.112.3970.5210.46Panel 10 (2-3/A-B)4.043.02--7.692.732.395.41221.62501.65Panel 11 (2-3/B-C)4.042.48--7.676.155.545.41421.85411.95Panel 12 (2-3/C-D)4.041.99--7.661.108.185.41499.50330.56Panel 13 (2-3/C-D)1.701.99--7.6-25.718.185.83-210.31-149.89Panel 14 (2-3/D-E)4.042.48--7.676.1510.815.41823.14411.95Panel 15 (2-3/E-F)4.043.02--7.692.7313.965.411294.46501.65Panel 16 (3-4/A-C)2.176.30--7.6-103.903.638.92-377.16-926.26Panel 17 (3-4/C-D)2.171.99--7.632.828.188.92268.30292.75Panel 18 (3-4/D-F)2.176.30--7.6-103.9012.728.92-1321.60-926.78Panel 19 (4-5/A-B)4.043.02--7.692.732.3912.42221.621151.66Panel 20 (4-5/B-C)4.042.48--7.676.155.5412.42421.85945.73Panel 21 (4-5/C-D)4.041.99--7.661.108.1812.42499.81758.87Panel 22 (4-5/C-D)1.701.99--7.6-25.718.1812.10-210.31-311.10Panel 23 (4-5/D-E)4.042.48--7.676.1510.8112.42823.14945.73Panel 24 (4-5/E-F)4.043.02--7.692.7313.9612.421294.461151.66Panel 25 (5-6/Vol-A)1.200.48--7.64.380.2415.441.0567.59Panel 26 (5-6/A-B)2.223.02--7.650.952.3915.95121.78812.71Panel 27 (5-6/B-C)2.222.48--7.641.845.5415.95231.81667.39Panel 28 (5-Vol/C-D)2.991.99--7.6-45.228.1816.14-369.91-729.64Panel 29 (5-6/D-E)2.222.48--7.641.8410.8115.95452.32667.39Panel 30 (5-6/E-F)2.223.02--7.650.9513.9615.95711.31812.71Panel 31 (5-6/F-Vol)1.200.48--7.64.3816.1115.4470.5267.59Panel 32 (6-Vol/B-C)0.372.48--7.66.975.5417.6538.63123.05Panel 33 (6-Vol/D-E)0.372.48--7.66.9710.8117.6575.39123.05Wplaca1574.8312884.7414046.36COLUMNAS387.072Xcg8.182Wpiso1961.90Ycg8.919

ENTREPISO 2,4CENTRO DE MASA DE ENTREPISO (2,4)Viga o PanelDimensionesDensidad y CargaPeso (KN)X (m)Y (m)WX (KN/m)WY (KN/m)Base (m)Altura (m)Longitud (m)KN/mKN/mViga Eje 1-10.400.406.7024.0-25.733.830.5798.5414.66Viga Eje 1-20.400.406.7024.0-25.7312.720.57327.2614.66Viga Eje 20.400.4016.3524.0-62.788.183.19513.26200.28Viga Eje 30.400.4015.3924.0-59.108.187.63483.12450.91Viga Eje 40.400.4015.3924.0-59.108.1810.20483.42602.80Viga Eje 50.400.4016.3524.0-62.788.1814.64513.57919.16Viga Eje 6-10.400.406.7024.0-25.733.8317.2698.54444.07Viga Eje 6-20.400.406.7024.0-25.7312.7217.26327.26444.07Viga Eje A-10.400.406.2624.0-24.040.684.1016.3598.56Viga Eje A-20.400.406.2624.0-24.040.6813.7316.35330.05Viga Eje B-10.400.406.6324.0-25.464.103.92104.3899.67Viga Eje B-20.400.406.6324.0-25.464.1013.92104.38354.26Viga Eje C0.400.4015.4324.0-59.256.988.92413.57528.22Viga Eje D0.400.4015.4324.0-59.259.378.92555.18528.52Viga Eje E-10.400.406.6324.0-25.4612.253.92311.8899.80Viga Eje E-20.400.406.6324.0-25.4612.2513.92311.88354.39Viga Eje F-10.400.406.2624.0-24.0415.674.10376.6898.56Viga Eje F-20.400.406.2624.0-24.0415.6713.73376.68330.05Nervio 1 (1-2/Vol -A)0.150.400.4824.0-0.690.241.720.171.19Nervio 2 (1-2/F-Vol)0.150.400.4824.0-0.6916.111.7211.141.19Nervio 3 (5-6/Vol-A)0.150.400.4824.0-0.690.2416.120.1711.14Nervio 4 (5-6/F-Vol)0.150.400.4824.0-0.6916.1116.1211.1411.14Nervio 5 (2-3/C-D)0.150.401.9924.0-2.878.184.7123.4313.48Nervio 5' (2-3/C-D)0.150.401.9924.0-2.878.186.5623.4318.78Nervio 6 (4-5/C-D)0.150.401.9924.0-2.878.1811.2823.4332.31Nervio 6' (4-5/C-D)0.150.401.9924.0-2.878.1813.1323.4337.61Panel 1 (Vol-1/B-C)0.372.48--7.66.975.540.1938.631.33Panel 2 (Vol-1/D-E)0.372.48--7.66.9710.810.1975.391.33Panel 3 (1-2/Vol-A)1.200.48--7.64.380.242.391.0510.46Panel 4 (1-2/A-B)2.223.02--7.650.952.391.88121.7895.79Panel 5 (1-2/B-C)2.222.48--7.641.845.541.88231.8178.66Panel 6 (Vol-2/C-D)2.991.99--7.6-45.228.181.50-369.91-67.61Panel 7 (1-2/D-E)2.222.48--7.641.8410.811.88452.3278.66Panel 8 (1-2/E-F)2.223.02--7.650.9513.961.88711.3195.79Panel 9 (1-2/F-Vol)1.200.48--7.64.3816.112.3970.5210.46Panel 10 (2-3/A-B)4.043.02--7.692.732.395.41221.62501.65Panel 11 (2-3/B-C)4.042.48--7.676.155.545.41421.85411.95Panel 12 (2-3/C-D)4.041.99--7.661.108.185.41499.50330.56Panel 13 (2-3/C-D)1.581.99--7.6-23.908.185.57-195.47-133.10Panel 14 (2-3/D-E)4.042.48--7.676.1510.815.41823.14411.95Panel 15 (2-3/E-F)4.043.02--7.692.7313.965.411294.46501.65Panel 16 (3-4/A-C)2.176.30--7.6-103.903.638.92-377.16-926.26Panel 17 (3-4/C-D)2.171.99--7.632.828.188.92268.30292.75Panel 18 (3-4/D-F)2.176.30--7.6-103.9012.728.92-1321.60-926.78Panel 19 (4-5/A-B)4.043.02--7.692.732.3912.42221.621151.66Panel 20 (4-5/B-C)4.042.48--7.676.155.5412.42421.85945.73Panel 21 (4-5/C-D)4.041.99--7.661.108.1812.42499.81758.87Panel 22 (4-5/C-D)1.701.99--7.6-25.718.1812.26-210.31-315.21Panel 23 (4-5/D-E)4.042.48--7.676.1510.8112.42823.14945.73Panel 24 (4-5/E-F)4.043.02--7.692.7313.9612.421294.461151.66Panel 25 (5-6/Vol-A)1.200.48--7.64.380.2415.441.0567.59Panel 26 (5-6/A-B)2.223.02--7.650.952.3915.95121.78812.71Panel 27 (5-6/B-C)2.222.48--7.641.845.5415.95231.81667.39Panel 28 (5-Vol/C-D)2.991.99--7.6-45.228.1816.14-369.91-729.64Panel 29 (5-6/D-E)2.222.48--7.641.8410.8115.95452.32667.39Panel 30 (5-6/E-F)2.223.02--7.650.9513.9615.95711.31812.71Panel 31 (5-6/F-Vol)1.200.48--7.64.3816.1115.4470.5267.59Panel 32 (6-Vol/B-C)0.372.48--7.66.975.5417.6538.63123.05Panel 33 (6-Vol/D-E)0.372.48--7.66.9710.8117.6575.39123.05Wplaca1576.6512899.5914059.04COLUMNAS387.072Xcg8.182Wpiso1963.72Ycg8.917

CUBIERTACENTRO DE MASA DE ENTREPISO (1,3,5)Viga o PanelDimensionesDensidad y CargaPeso (KN)X (m)Y (m)WX (KN/m)WY (KN/m)Base (m)Altura (m)Longitud (m)KN/mKN/mViga Eje 1-10.400.406.7024.0-25.733.830.5798.5414.66Viga Eje 1-20.400.406.7024.0-25.7312.720.57327.2614.66Viga Eje 20.400.4016.3524.0-62.788.183.19513.26200.28Viga Eje 30.400.4015.3924.0-59.108.187.63483.12450.91Viga Eje 40.400.4015.3924.0-59.108.1810.20483.42602.80Viga Eje 50.400.4016.3524.0-62.788.1814.64513.57919.16Viga Eje 6-10.400.406.7024.0-25.733.8317.2698.54444.07Viga Eje 6-20.400.406.7024.0-25.7312.7217.26327.26444.07Viga Eje A-10.400.406.2624.0-24.040.684.1016.3598.56Viga Eje A-20.400.406.2624.0-24.040.6813.7316.35330.05Viga Eje B-10.400.406.6324.0-25.464.103.92104.3899.67Viga Eje B-20.400.406.6324.0-25.464.1013.92104.38354.26Viga Eje C0.400.4015.4324.0-59.256.988.92413.57528.22Viga Eje D0.400.4015.4324.0-59.259.378.92555.18528.52Viga Eje E-10.400.406.6324.0-25.4612.253.92311.8899.80Viga Eje E-20.400.406.6324.0-25.4612.2513.92311.88354.39Viga Eje F-10.400.406.2624.0-24.0415.674.10376.6898.56Viga Eje F-20.400.406.2624.0-24.0415.6713.73376.68330.05Nervio 1 (1-2/Vol -A)0.150.400.4824.0-0.690.241.720.171.19Nervio 2 (1-2/F-Vol)0.150.400.4824.0-0.6916.111.7211.141.19Nervio 3 (5-6/Vol-A)0.150.400.4824.0-0.690.2416.120.1711.14Nervio 4 (5-6/F-Vol)0.150.400.4824.0-0.6916.1116.1211.1411.14Nervio 5 (2-3/C-D)0.150.401.9924.0-2.878.184.7123.4313.48Nervio 5' (2-3/C-D)0.150.401.9924.0-2.878.186.5623.4318.78Nervio 6 (4-5/C-D)0.150.401.9924.0-2.878.1811.2823.4332.31Nervio 6' (4-5/C-D)0.150.401.9924.0-2.878.1813.1323.4337.61Panel 1 (Vol-1/B-C)0.372.48--5.75.205.540.1928.820.99Panel 2 (Vol-1/D-E)0.372.48--5.75.2010.810.1956.240.99Panel 3 (1-2/Vol-A)1.200.48--5.73.270.242.390.787.81Panel 4 (1-2/A-B)2.223.02--1.28.052.391.8819.2315.13Panel 5 (1-2/B-C)2.222.48--1.26.615.541.8836.6012.42Panel 6 (Vol-2/C-D)2.991.99--5.7-33.748.181.50-275.97-50.44Panel 7 (1-2/D-E)2.222.48--1.26.6110.811.8871.4212.42Panel 8 (1-2/E-F)2.223.02--1.28.0513.961.88112.3115.13Panel 9 (1-2/F-Vol)1.200.48--5.73.2716.112.3952.617.81Panel 10 (2-3/A-B)4.043.02--1.214.642.395.4134.9979.21Panel 11 (2-3/B-C)4.042.48--1.212.025.545.4166.6165.04Panel 12 (2-3/C-D)4.041.99--5.745.588.185.41372.65246.61Panel 13 (2-3/C-D)1.701.99--5.7-19.188.185.83-156.91-111.83Panel 14 (2-3/D-E)4.042.48--1.212.0210.815.41129.9765.04Panel 15 (2-3/E-F)4.043.02--1.214.6413.965.41204.3979.21Panel 16 (3-4/A-C)2.176.30--5.7-77.513.638.92-281.38-691.04Panel 17 (3-4/C-D)2.171.99--5.724.488.188.92200.16218.40Panel 18 (3-4/D-E)2.172.88--5.735.4411.018.92390.14316.08Panel 18 (3-4/E-F)2.173.02--5.7-37.1613.968.92-518.72-331.45Panel 19 (4-5/A-B)4.043.02--1.214.642.3912.4234.99181.84Panel 20 (4-5/B-C)4.042.48--1.212.025.5412.4266.61149.33Panel 21 (4-5/C-D)4.041.99--5.745.588.1812.42372.88566.16Panel 22 (4-5/C-D)1.701.99--5.7-19.188.1812.10-156.91-232.10Panel 23 (4-5/D-E)4.042.48--1.212.0210.8112.42129.97149.33Panel 24 (4-5/E-F)4.043.02--1,214.6413.9612.42204.39181.84Panel 25 (5-6/Vol-A)1.200.48--5.73.270.2415.440.7850.43Panel 26 (5-6/A-B)2.223.02--1.28.052.3915.9519.23128.32Panel 27 (5-6/B-C)2.222.48--1.26.615.5415.9536.60105.38Panel 28 (5-Vol/C-D)2.991.99--5.7-33.748.1816.14-275.97-544.35Panel 29 (5-6/D-E)2.222.48--1.26.6110.8115.9571.42105.38Panel 30 (5-6/E-F)2.223.02--1.28.0513.9615.95112.31128.32Panel 31 (5-6/F-Vol)1.200.48--5.73.2716.1115.4452.6150.43Panel 32 (6-Vol/B-C)0.372.48--5.75.205.5417.6528.8291.80Panel 33 (6-Vol/D-E)0.372.48--5.75.2010.8117.6556.2491.80Wplaca807.116846.567200.96COLUMNAS193.536Xcg8.483Wpiso1000.65Ycg8.922

T1ESPECTRO DE DISEO

CIUDADCcuta AaAv Alta0.350.30TIPO DE PERFILCFaFv1.051.50COEFICIENTE DE IMPORTANCIA I1.0

T00.12TC0.59TL3.6

Sa0.92

Ct0.047a0.90H14

Ta0.51

T2OBTENCION DE LAS FUERZAS DE PISO

PISOWpisohxkw*hxCvxVsFpisoVpisoCUB1000.651414009.090.2038132.681652.071652.0751961.9011.2021973.320.3192591.284243.3641963.728.4016495.230.2391945.266188.6131961.905.6010986.660.1591295.647484.2621963.722.805498.410.080648.428132.68Westructura8851.8968962.711.008132.68

T3RIGIDECES AL DESPLAZAMIENTO

EJE 1EJE 2EJE 3PISOXXVRXXVRXXVRCUB0.04270.0022100.0045454.550.04050.0020100.0050000.000.03980.0020100.0050000.0050.04050.0038200.0052631.580.03850.0038200.0052631.580.03780.0036200.0055555.5640.03670.0058300.0051724.140.03470.0055300.0054545.450.03420.0054300.0055555.5630.03090.0089400.0044943.820.02920.0084400.0047619.050.02880.0022400.00181818.1820.02200.0220500.0022727.270.02080.0208500.0024038.460.02660.0266500.0018796.99

EJE 4EJE 5EJE 6PISOXXVRXXVRXXVRCUB0.03980.0020100.0050000.000.04050.0020100.0050000.000.04270.0022100.0045454.5550.03780.0036200.0055555.560.03850.0038200.0052631.580.04050.0038200.0052631.5840.03420.0054300.0055555.560.03470.0055300.0054545.450.03670.0058300.0051724.1430.02880.0022400.00181818.180.02920.0084400.0047619.050.03090.0089400.0044943.8220.02660.0266500.0018796.990.02080.0208500.0024038.460.02200.0220500.0022727.27

EJE AEJE BEJE CPISOXXVRXXVRXXVRCUB0.05480.0030100.0033333.330.04920.0027100.0037037.040.04420.0026100.0038461.5450.05180.0050200.0040000.000.04650.0046200.0043478.260.04160.0043200.0046511.6340.04680.0076300.0039473.680.04190.0068300.0044117.650.03730.0062300.0048387.1030.03920.0117400.0034188.030.03510.0105400.0038095.240.03110.0091400.0043956.0420.02750.0275500.0018181.820.02460.0246500.0020325.200.02200.0220500.0022727.27

EJE DEJE EEJE FPISOXXVRXXVRXXVRCUB0.04420.0026100.0038461.540.04920.0027100.0037037.040.05480.0030100.0033333.3350.04160.0043200.0046511.630.04650.0046200.0043478.260.05180.0050200.0040000.0040.03730.0062300.0048387.100.04190.0068300.0044117.650.04680.0076300.0039473.6830.03110.0091400.0043956.040.03510.0105400.0038095.240.03920.0117400.0034188.0320.02200.0220500.0022727.270.02460.0246500.0020325.200.02750.0275500.0018181.82

T4DISTRIBUCION APROXIMADADE LAS FUERZAS SISMICAS

SENTIDO XPISOportico1portico2portico3portico4portico5portico6RIGIDEZCUB45454.5550000.0050000.0050000.0050000.0045454.55290909.09552631.5852631.5855555.5655555.5652631.5852631.58321637.43451724.1454545.4555555.5655555.5654545.4551724.14323650.30344943.8247619.05181818.18181818.1847619.0544943.82548762.10222727.2724038.4618796.9918796.9924038.4622727.27131125.45% DISTRIBUCIONCUB0.15630.17190.17190.17190.17190.15631.0050.16360.16360.17270.17270.16360.16361.0040.15980.16850.17170.17170.16850.15981.0030.08190.08680.33130.33130.08680.08191.0020.17330.18330.14340.14340.18330.17331.00DISTRIBUCION DE FUERZACUB258.14283.95283.95283.95283.95258.141652.075424.03424.03447.59447.59424.03424.032591.284310.88327.84333.91333.91327.84310.881945.263106.11112.43429.28429.28112.43106.111295.642112.39118.8792.9592.95118.87112.39648.42

SENTIDO YPISOporticoAporticoBporticoCporticoDporticoEporticoFRIGIDEZCUB33333.3337037.0438461.5438461.5437037.0433333.33217663.82540000.0043478.2646511.6346511.6343478.2640000.00259979.78439473.6844117.6548387.1048387.1044117.6539473.68263956.86334188.0338095.2443956.0443956.0438095.2434188.03232478.63218181.8220325.2022727.2722727.2720325.2018181.82122468.59% DISTRIBUCIONCUB0.15310.17020.17670.17670.17020.15311.0050.15390.16720.17890.17890.16720.15391.0040.14950.16710.18330.18330.16710.14951.0030.14710.16390.18910.18910.16390.14711.0020.14850.16600.18560.18560.16600.14851.00DISTRIBUCION DE FUERZACUB253.00281.11291.92291.92281.11253.001652.075398.69433.36463.59463.59433.36398.692591.284290.91325.13356.59356.59325.13290.911945.263190.54212.31244.97244.97212.31190.541295.64296.27107.61120.33120.33107.6196.27648.42

T5PERIODO FUNDAMENTAL DE LA ESTRUCTURA

gravedad g10Ta0.51Cu1.21

SISMO ACTUANDO PARALELO A XSISMO ACTUANDO PARALELO A YPISOWimiiFpisomi*i2Fpiso*iPISOWimiiFpisomi*i2Fpiso*iTANQ1000.65100.060.06621652.070.44109.37TANQ1000.65100.060.09331652.070.87154.14CUB1961.90196.190.06112591.280.73158.33CUB1961.90196.190.08522591.281.42220.7841963.72196.370.04941945.260.4896.1041963.72196.370.06901945.260.93134.2231961.90196.190.03261295.640.2142.2431961.90196.190.04621295.640.4259.8621963.72196.370.0145648.420.049.4021963.72196.370.0200648.420.0812.978851.891.90415.438851.893.73581.97Cu*Ta0.61Cu*Ta0.61T0.42OKT0.50OK

T6OBTENCION DEL PUNTO DE APLICACIN DE LA FUERZA CORTANTE DE PISO

DIRECCION XPISOFpisoVpisoYcgFpiso*YcgFpiso*YcgYcCUB1652.071652.078.9214736.4914736.498.9252591.284243.368.9223114.2437850.738.9241945.266188.618.9217351.7255202.458.9231295.647484.268.9211557.1266759.578.922648.428132.688.925783.9172543.478.928132.68

DIRECCION YPISOFpisoVpisoXcgFpiso*XcgFpiso*XcgXcCUB1652.071652.078.4814009.5814009.588.4852591.284243.368.1821196.6935206.278.3041945.266188.618.1815912.2251118.498.2631295.647484.268.1810598.3561716.848.252648.428132.688.185304.0767020.918.248132.68

T7OBTENCION DE LOS CENTROS DE RIGIDEZ DE LOS ENTREPISOS

CUBIERTACOORDENADA EN XCOORDENADA EN YEJES RYXRY*XXcrYcrEJES RXYRX*XEJE A33333.330.6822666.678.188.92EJE 145454.550.5725909.09EJE B37037.044.10151851.85EJE 250000.003.19159500.00EJE C38461.546.98268461.54EJE 350000.007.63381500.00EJE D38461.549.37360384.62EJE 450000.0010.20510000.00EJE E37037.0412.25453703.70EJE 550000.0014.64732000.00EJE F33333.3315.67522333.33EJE 645454.5517.26784545.45217663.821779401.71290909.092593454.55

PISO 5COORDENADA EN XCOORDENADA EN YEJES RYXRY*XXcrYcrEJES RXYRX*XEJE A40000.000.6827200.008.188.92EJE 152631.580.5730000.00EJE B43478.264.10178260.87EJE 252631.583.19167894.74EJE C46511.636.98324651.16EJE 355555.567.63423888.89EJE D46511.639.37435813.95EJE 455555.5610.20566666.67EJE E43478.2612.25532608.70EJE 552631.5814.64770526.32EJE F40000.0015.67626800.00EJE 652631.5817.26908421.05259979.782125334.68321637.432867397.66

PISO 4COORDENADA EN XCOORDENADA EN YEJES RYXRY*XXcrYcrEJES RXYRX*XEJE A39473.680.6826842.118.188.92EJE 151724.140.5729482.76EJE B44117.654.10180882.35EJE 254545.453.19174000.00EJE C48387.106.98337741.94EJE 355555.567.63423888.89EJE D48387.109.37453387.10EJE 455555.5610.20566666.67EJE E44117.6512.25540441.18EJE 554545.4514.64798545.45EJE F39473.6815.67618552.63EJE 651724.1417.26892758.62263956.862157847.30323650.302885342.39

PISO 3COORDENADA EN XCOORDENADA EN YEJES RYXRY*XXcrYcrEJES RXYRX*XEJE A34188.030.6823247.868.188.92EJE 144943.820.5725617.98EJE B38095.244.10156190.48EJE 247619.053.19151904.76EJE C43956.046.98306813.19EJE 3181818.187.631387272.73EJE D43956.049.37411868.13EJE 4181818.1810.201854545.45EJE E38095.2412.25466666.67EJE 547619.0514.64697142.86EJE F34188.0315.67535726.50EJE 644943.8217.26775730.34232478.631900512.82548762.104892214.12

PISO 2COORDENADA EN XCOORDENADA EN YEJES RYXRY*XXcrYcrEJES RXYRX*XEJE A18181.820.6812363.648.188.92EJE 122727.270.5712954.55EJE B20325.204.1083333.33EJE 224038.463.1976682.69EJE C22727.276.98158636.36EJE 318796.997.63143421.05EJE D22727.279.37212954.55EJE 418796.9910.20191729.32EJE E20325.2012.25248983.74EJE 524038.4614.64351923.08EJE F18181.8215.67284909.09EJE 622727.2717.26392272.73122468.591001180.71131125.451168983.42

T8OBTENCION DE LAS EXCENTRICIDADES Y MOMENTOS TORSORES XcrYcrXcYcexeyVpisoMT,xMT,yCUB8.188.928.488.920.30500.00501652.078.26503.8858.188.928.308.920.12180.00504243.3621.22516.8448.188.928.268.920.08510.00506188.6130.94526.5638.188.928.258.920.07120.00507484.2637.42533.0428.188.928.248.920.06590.00508132.6840.66536.29

OBTENCION DE LA TORSION ACCIDENTALXYexeyVpisoMT,xMT,yCUB15.3917.090.770.851652.071411.701271.27515.3917.090.770.854243.363625.953265.26415.3917.090.770.856188.615288.174762.14315.3917.090.770.857484.266395.305759.14215.3917.090.770.858132.686949.376258.09

OBTENCION DE LOS MOMENTOS TORSORES DE DISEOMTxMTyCUB1419.961775.1553647.163782.1045319.115288.7036432.726292.1826990.046794.38

T9OBTENCION DE LAS FUERZAS CORTANTES DE DISEO

Vpiso1652.07MTx1419.96MTy1775.15(RY*XT2+RX*YT2)14858401.49

CUBIERTADIRECCION XCORTANTE VxCORTANTE VyFUERZAS SISMICAS POR PORTICOSExEJES RXYTRX*YTRX*YT2DIRECTOTORSIONALTOTALEJE 145454.55-8.35-379318.183165410.23258.14-36.25221.89-45.32XYXYEJE 250000.00-5.73-286250.001638781.25283.95-27.36256.59-34.20221.89-23.8835.22-3.79EJE 350000.00-1.29-64250.0082561.25283.95-6.14277.81-7.68256.59-14.4240.73-2.29EJE 450000.001.2964250.0082561.25283.956.14290.097.68277.81-4.3944.10-0.70EJE 550000.005.73286250.001638781.25283.9527.36311.3134.20290.094.3946.050.70EJE 645454.558.35379318.183165410.23258.1436.25294.3945.32311.3114.4249.412.29290909.099773505.451652.070.001652.070.00294.3923.8846.733.79

DIRECCION YCORTANTE VyCORTANTE VxFUERZAS SISMICAS POR PORTICOSEyEJES RYXTRY*XTRY*XT2DIRECTOTORSIONALTOTALEJE A33333.33-7.50-249833.331872500.83253.00-29.85223.15-23.88XYXYEJE B37037.04-4.08-150925.93615023.15281.11-18.03263.08-14.42-45.32223.15-7.1935.42EJE C38461.54-1.20-45961.5454924.04291.92-5.49286.43-4.39-34.20263.08-5.4341.76EJE D38461.541.2045961.5454924.04291.925.49297.414.39-7.68286.43-1.2245.47EJE E37037.044.08150925.93615023.15281.1118.03299.1414.427.68297.411.2247.21EJE F33333.337.50249833.331872500.83253.0029.85282.8523.8834.20299.145.4347.48217663.825084896.041652.070.001652.070.0045.32282.857.1944.90

Vpiso4243.36MTx3647.16MTy3782.10(RY*XT2+RX*YT2)17034767.84

piso 5DIRECCION XCORTANTE VxCORTANTE VyFUERZAS SISMICAS POR PORTICOSExEJES RXYTRX*YTRX*YT2DIRECTOTORSIONALTOTALEJE 152631.58-8.35-439210.533665211.84694.37-94.04600.33-97.51XYXYEJE 252631.58-5.73-301315.791725032.89694.37-64.51629.86-66.90378.45-40.3160.07-6.40EJE 355555.56-1.29-71388.8991734.72732.94-15.28717.66-15.85373.26-23.5159.25-3.73EJE 455555.561.2971388.8991734.72732.9415.28748.2315.85439.85-7.5169.82-1.19EJE 552631.585.73301315.791725032.89694.3764.51758.8866.90458.147.5172.721.19EJE 652631.588.35439210.533665211.84694.3794.04788.4097.51447.5723.5171.043.73321637.4310963958.924243.360.004243.360.00494.0240.3178.426.40

DIRECCION YCORTANTE VyCORTANTE VxFUERZAS SISMICAS POR PORTICOSEyEJES RYXTRY*XTRY*XT2DIRECTOTORSIONALTOTALEJE A40000.00-7.50-299800.002247001.00652.87-66.56586.31-64.19XYXYEJE B43478.26-4.08-177173.91721983.70709.65-39.34670.31-37.93-52.20363.16-8.2957.64EJE C46511.63-1.20-55581.4066419.77759.16-12.34746.82-11.90-32.70407.23-5.1964.64EJE D46511.631.2055581.4066419.77759.1612.34771.5011.90-8.17460.38-1.3073.08EJE E43478.264.08177173.91721983.70709.6539.34748.9837.938.17474.081.3075.25EJE F40000.007.50299800.002247001.00652.8766.56719.4464.1932.70449.845.1971.40259979.786070808.934243.360.004243.360.0052.20436.598.2969.30Vpiso6188.61MTx5319.11MTy5288.70(RY*XT2+RX*YT2)17001297.81

piso 4DIRECCION XCORTANTE VxCORTANTE VyFUERZAS SISMICAS POR PORTICOSExEJES RXYTRX*YTRX*YT2DIRECTOTORSIONALTOTALEJE 151724.14-8.35-431637.933602018.53989.03-135.04853.99-134.27XYXYEJE 254545.45-5.73-312272.731787761.361042.98-97.70945.28-97.14253.66-28.3840.26-4.50EJE 355555.56-1.29-71388.8991734.721062.29-22.341039.96-22.21315.43-18.3150.07-2.91EJE 455555.561.2971388.8991734.721062.2922.341084.6322.21322.30-6.1951.16-0.98EJE 554545.455.73312272.731787761.361042.9897.701140.6897.14336.406.1953.400.98EJE 651724.148.35431637.933602018.53989.03135.041124.08134.27381.8018.3160.602.91323650.3010963029.246188.610.006188.610.00335.6728.3853.284.50

DIRECCION YCORTANTE VyCORTANTE VxFUERZAS SISMICAS POR PORTICOSEyEJES RYXTRY*XTRY*XT2DIRECTOTORSIONALTOTALEJE A39473.68-7.50-295855.262217435.20925.48-92.03833.45-92.56XYXYEJE B44117.65-4.08-179779.41732601.101034.36-55.93978.44-56.25-36.76247.14-5.8339.23EJE C48387.10-1.20-57822.5869097.981134.46-17.991116.48-18.09-30.24308.13-4.8048.91EJE D48387.101.2057822.5869097.981134.4617.991152.4518.09-6.36369.66-1.0158.68EJE E44117.654.08179779.41732601.101034.3655.931090.2956.256.36380.951.0160.47EJE F39473.687.50295855.262217435.20925.4892.031017.5292.5630.24341.304.8054.18263956.866038268.576188.61-0.006188.61-0.0036.76298.085.8347.31Vpiso7484.26MTx6432.72MTy6292.18(RY*XT2+RX*YT2)15213379.68

piso 3DIRECCION XCORTANTE VxCORTANTE VyFUERZAS SISMICAS POR PORTICOSExEJES RXYTRX*YTRX*YT2DIRECTOTORSIONALTOTALEJE 144943.82-8.35-375056.183129843.82612.96-158.59454.38-155.12XYXYEJE 247619.05-5.73-272619.051560744.05649.45-115.27534.18-112.75-399.61-15.78-63.43-2.51EJE 3181818.18-1.29-233636.36300222.732479.72-98.792380.93-96.63-411.10-9.39-65.25-1.49EJE 4181818.181.29233636.36300222.732479.7298.792578.5096.631340.97-4.12212.85-0.65EJE 547619.055.73272619.051560744.05649.45115.27764.72112.751493.874.12237.120.65EJE 644943.828.35375056.183129843.82612.96158.59771.55155.12-375.969.39-59.681.49548762.109981621.197484.260.007484.260.00-352.5315.78-55.962.51

DIRECCION YCORTANTE VyCORTANTE VxFUERZAS SISMICAS POR PORTICOSEyEJES RYXTRY*XTRY*XT2DIRECTOTORSIONALTOTALEJE A34188.03-7.50-256239.321920513.681100.63-105.98994.65-108.35XYXYEJE B38095.24-4.08-155238.10632595.241226.41-64.211162.21-65.64-20.85161.20-3.3125.59EJE C43956.04-1.20-52527.4762770.331415.09-21.731393.37-22.21-15.61183.77-2.4829.17EJE D43956.041.2052527.4762770.331415.0921.731436.8222.21-74.42276.89-11.8143.95EJE E38095.244.08155238.10632595.241226.4164.211290.6265.6474.42284.3711.8145.14EJE F34188.037.50256239.321920513.681100.63105.981206.61108.3515.61200.332.4831.80232478.635231758.497484.260.007484.260.0020.85189.093.3130.01Vpiso8132.68MTx6990.04MTy6794.38(RY*XT2+RX*YT2)7585901.37

piso 2DIRECCION XCORTANTE VxCORTANTE VyFUERZAS SISMICAS POR PORTICOSExEJES RXYTRX*YTRX*YT2DIRECTOTORSIONALTOTALEJE 122727.27-8.35-189659.091582705.111409.59-174.761234.83-169.87XYXYEJE 224038.46-5.73-137620.19787875.601490.92-126.811364.11-123.26780.45-17.22123.88-2.73EJE 318796.99-1.29-24154.1431038.061165.83-22.261143.57-21.63829.93-10.68131.73-1.70EJE 418796.991.2924154.1431038.061165.8322.261188.0921.63-1237.35-2.82-196.41-0.45EJE 524038.465.73137620.19787875.601490.92126.811617.73123.26-1390.422.82-220.700.45EJE 622727.278.35189659.091582705.111409.59174.761584.35169.87853.0010.68135.401.70131125.454803237.568132.680.008132.680.00812.8117.22129.022.73

DIRECCION YCORTANTE VyCORTANTE VxFUERZAS SISMICAS POR PORTICOSEyEJES RYXTRY*XTRY*XT2DIRECTOTORSIONALTOTALEJE A18181.82-7.50-136272.731021364.091207.39-122.051085.33-125.57XYXYEJE B20325.20-4.08-82825.20337512.701349.72-74.181275.54-76.32-14.7590.69-2.3414.39EJE C22727.27-1.20-27159.0932455.111509.23-24.331484.91-25.03-10.51113.33-1.6717.99EJE D22727.271.2027159.0932455.111509.2324.331533.5625.0375.0091.5411.9014.53EJE E20325.204.0882825.20337512.701349.7274.181423.9076.32-75.0096.74-11.9015.36EJE F18181.827.50136272.731021364.091207.39122.051329.44125.5710.51133.291.6721.16122468.592782663.828132.680.008132.680.0014.75122.832.3419.50