METRADOCENTRO DE MASA DEL EDIFICIOCENTRO DE MASA DEL EDIFICIOCENTRO DE MASA DEL EDIFICIO1 PISO2 PISO3 PISOCARGA MUERTACARGA MUERTACARGA MUERTAELEMENTOESPESORALTURALONGITUDPESO ESP.PESOCENTROIDEF * XF * YELEMENTOESPESORALTURALONGITUDPESO ESP.PESOCENTROIDEF * XF * YELEMENTOESPESORALTURALONGITUDPESO ESP.PESOCENTROIDEF * XF * YXYXYXYC10.450.4532.41.45871010.20614.580C10.450.4532.41.45871010.20614.580C10.450.451.52.40.7297105.1037.290C20.450.4532.41.458101014.58014.580C20.450.4532.41.458101014.58014.580C20.450.451.52.40.72910107.2907.290C30.450.4532.41.458070.00010.206C30.450.4532.41.458070.00010.206C30.450.451.52.40.729070.0005.103C40.450.4532.41.458475.83210.206C40.450.4532.41.458475.83210.206C40.450.451.52.40.729472.9165.103C50.450.4532.41.4587710.20610.206C50.450.4532.41.4587710.20610.206C50.450.451.52.40.729775.1035.103C60.450.4532.41.45810714.58010.206C60.450.4532.41.45810714.58010.206C60.450.451.52.40.7291077.2905.103C70.450.4532.41.45813718.95410.206C70.450.4532.41.45813718.95410.206C70.450.451.52.40.729137C80.450.4532.41.458435.8324.374C80.450.4532.41.458435.8324.374C80.450.451.52.40.729432.9162.187C90.450.4532.41.4587310.2064.374C90.450.4532.41.4587310.2064.374C90.450.451.52.40.729735.1032.187C100.450.4532.41.45810314.5804.374C100.450.4532.41.45810314.5804.374C100.450.451.52.40.7291037.2902.187C110.450.4532.41.45813318.9544.374C110.450.4532.41.45813318.9544.374C110.450.451.52.40.7291339.4772.187C120.450.4532.41.4587010.2060.000C120.450.4532.41.4587010.2060.000C120.450.451.52.40.729705.1030.000C130.450.4532.41.45810014.5800.000C130.450.4532.41.45810014.5800.000C130.450.451.52.40.7291007.2900.000C140032.40.000278.80.0000.000C1400.432.40.00027.008.80.0000.000C1400.41.52.40.00027.008.80.0000.000C150032.40.000328.80.0000.000C1500.3532.40.00032.008.80.0000.000C1500.351.52.40.00032.008.80.0000.000C160032.40.00005.950.0000.000C1600.3532.40.0000.005.950.0000.0000C170032.40.0004.55.950.0000.000C1700.4532.40.0004.505.950.0000.000C1700.451.52.40.0004.505.950.0000.000C180032.40.00095.950.0000.000C1800.432.40.0009.005.950.0000.000C1800.41.52.40.0009.005.950.0000.000C190032.40.00013.55.950.0000.000C1900.432.40.00013.505.950.0000.000C1900.41.52.40.00013.505.950.0000.000C200032.40.000185.950.0000.000C2000.432.40.00018.005.950.0000.000C2000.41.52.40.00018.005.950.0000.000C210032.40.00022.55.950.0000.000C2100.432.40.00022.505.950.0000.000C2100.41.52.40.00022.505.950.0000.000C220032.40.000275.950.0000.000C2200.432.40.00027.005.950.0000.000C2200.41.52.40.00027.005.950.0000.000C230032.40.000325.950.0000.000C2300.3532.40.00032.005.950.0000.000C2300.351.52.40.00032.005.950.0000.000C240032.40.000000.0000.000C2400.3532.40.0000.0000.0000.0000C250032.40.0004.500.0000.000C2500.432.40.0004.5000.0000.000C2500.41.52.40.0004.5000.0000.000C260032.40.000900.0000.000C2600.432.40.0009.0000.0000.000C2600.41.52.40.0009.0000.0000.000C270032.40.00013.500.0000.000C2700.432.40.00013.5000.0000.000C2700.41.52.40.00013.5000.0000.000C280032.40.0001800.0000.000C2800.432.40.00018.0000.0000.000C2800.41.52.40.00018.0000.0000.000C290032.40.00022.500.0000.000C2900.432.40.00022.5000.0000.000C2900.41.52.40.00022.5000.0000.000C300032.40.0002700.0000.000C3000.432.40.00027.0000.0000.000C3000.41.52.40.00027.0000.0000.000C310032.40.0003200.0000.000C3100.3532.40.00032.0000.0000.000C3100.351.52.40.00032.0000.0000.000V10.40.552.552.41.3468.51011.44413.464V10.40.552.552.41.3468.51011.44413.464V10.40.552.552.41.3468.51011.44413.464V20.40.552.552.41.34678.59.42511.444V20.40.552.552.41.34678.59.42511.444V20.40.552.552.41.34678.59.42511.444V30.40.552.552.41.346108.513.46411.444V30.40.552.552.41.346108.513.46411.444V30.40.552.552.41.346108.513.46411.444V40.40.553.612.41.90611.58.521.92016.202V40.40.553.612.41.90611.58.521.92016.202V40.40.553.612.41.90611.58.521.92016.202V50.40.553.552.41.874273.74913.121V50.40.553.552.41.874273.74913.121V50.40.553.552.41.874273.74913.121V60.40.552.552.41.3465.577.4059.425V60.40.552.552.41.3465.577.4059.425V60.40.552.552.41.3465.577.4059.425V70.40.552.552.41.3468.5711.4449.425V70.40.552.552.41.3468.5711.4449.4250.40.552.552.41.3468.57V80.40.552.552.41.34611.5715.4849.425V80.40.552.552.41.34611.5715.4849.425V80.40.552.552.41.34611.5715.4849.425V90.40.555.022.42.651255.30113.253V90.40.555.022.42.651255.30113.253V90.40.555.022.42.651255.30113.253V100.40.553.552.41.874457.4989.372V100.40.553.552.41.874457.4989.372V100.40.553.552.41.874457.4989.372V110.40.553.552.41.8747513.1219.372V110.40.553.552.41.8747513.1219.372V110.40.553.552.41.8747513.1219.372V120.40.553.552.41.87410518.7449.372V120.40.553.552.41.87410518.7449.372V120.40.553.552.41.87410518.7449.372V130.40.553.552.41.87413524.3679.372V130.40.553.552.41.87413524.3679.372V130.40.553.552.41.87413524.3679.372V140.40.552.552.41.3465.537.4054.039V140.40.552.552.41.3465.537.4054.039V140.40.552.552.41.3465.537.4054.039V150.40.552.552.41.3468.5311.4444.039V150.40.552.552.41.3468.5311.4444.039V150.40.552.552.41.3468.5311.4444.039V160.40.552.552.41.34611.5315.4844.039V160.40.552.552.41.34611.5315.4844.039V160.40.552.552.41.34611.5315.4844.039V170.40.553.612.41.9065.51.510.4832.859V170.40.553.612.41.9065.51.510.4832.859V170.40.553.612.41.9065.51.510.4832.859V180.40.552.552.41.34671.59.4252.020V180.40.552.552.41.34671.59.4252.020V180.40.552.552.41.34671.59.4252.020V190.40.552.552.41.346101.513.4642.020V190.40.552.552.41.346101.513.4642.020V190.40.552.552.41.346101.513.4642.020V200.40.553.612.41.90611.51.521.9202.859V200.40.553.612.41.90611.51.521.9202.8590.40.553.612.41.90611.51.5V210.40.552.552.41.3468.5011.4440.000V210.40.552.552.41.3468.5011.4440.000V210.40.552.552.41.3468.5011.4440.000V2200.62.852.40.00097.3750.0000.000V2200.62.852.40.0009.007.3750.0000.000V2200.62.852.40.0009.007.3750.0000.000V2300.62.852.40.00013.57.3750.0000.000V2300.62.852.40.00013.507.3750.0000.000V2300.62.852.40.00013.507.3750.0000.000V2400.62.852.40.000187.3750.0000.000V2400.62.852.40.00018.007.3750.0000.000V2400.62.852.40.00018.007.3750.0000.000V2500.62.852.40.00022.57.3750.0000.000V2500.62.852.40.00022.507.3750.0000.000V2500.62.852.40.00022.507.3750.0000.000V2600.62.852.40.000277.3750.0000.000V2600.62.852.40.00027.007.3750.0000.000V2600.62.852.40.00027.007.3750.0000.000V2700.62.852.40.000327.3750.0000.000V2700.62.852.40.00032.007.3750.0000.000V2700.62.852.40.00032.007.3750.0000.000V2800.54.52.40.0002.255.950.0000.000V2800.54.52.40.0002.255.950.0000.000V2800.54.52.40.0002.255.950.0000.000V2900.54.52.40.0006.755.950.0000.000V2900.54.52.40.0006.755.950.0000.000V2900.54.52.40.0006.755.950.0000.000V3000.54.52.40.00011.255.950.0000.000V3000.54.52.40.00011.255.950.0000.000V3000.54.52.40.00011.255.950.0000.000V3100.54.52.40.00015.755.950.0000.000V3100.54.52.40.00015.755.950.0000.000V3100.54.52.40.00015.755.950.0000.000V3200.54.52.40.00020.255.950.0000.000V3200.54.52.40.00020.255.950.0000.000V3200.54.52.40.00020.255.950.0000.000V3300.54.52.40.00024.755.950.0000.000V3300.54.52.40.00024.755.950.0000.000V3300.54.52.40.00024.755.950.0000.000V3400.552.40.00029.55.950.0000.000V3400.552.40.00029.505.950.0000.000V3400.552.40.00029.505.950.0000.000V3500.65.952.40.00002.9750.0000.000V3500.65.952.40.0000.002.9750.0000.0000V3600.65.952.40.0004.52.9750.0000.000V3600.65.952.40.0004.502.9750.0000.000V3600.65.952.40.0004.502.9750.0000.000V3700.65.952.40.00092.9750.0000.000V3700.65.952.40.0009.002.9750.0000.000V3700.65.952.40.0009.002.9750.0000.000V3800.65.952.40.00013.52.9750.0000.000V3800.65.952.40.00013.502.9750.0000.000V3800.65.952.40.00013.502.9750.0000.000V3900.65.952.40.000182.9750.0000.000V3900.65.952.40.00018.002.9750.0000.000V3900.65.952.40.00018.002.9750.0000.000V4000.65.952.40.00022.52.9750.0000.000V4000.65.952.40.00022.502.9750.0000.000V4000.65.952.40.00022.502.9750.0000.000V4100.65.952.40.000272.9750.0000.000V4100.65.952.40.00027.002.9750.0000.000V4100.65.952.40.00027.002.9750.0000.000V4200.65.952.40.000322.9750.0000.000V4200.65.952.40.00032.002.9750.0000.000V4200.65.952.40.00032.002.9750.0000.000V4300.54.52.40.0002.2500.0000.000V4300.54.52.40.0002.2500.0000.0000V4400.54.52.40.0006.7500.0000.000V4400.54.52.40.0006.7500.0000.000V4400.54.52.40.0004.5000.0000.000V4500.54.52.40.00011.2500.0000.000V4500.54.52.40.00011.2500.0000.000V4500.54.52.40.0009.0000.0000.000V4600.54.52.40.00015.7500.0000.000V4600.54.52.40.00015.7500.0000.000V4600.54.52.40.00013.5000.0000.000V4700.54.52.40.00020.2500.0000.000V4700.54.52.40.00020.2500.0000.000V4700.54.52.40.00018.0000.0000.000V4800.54.52.40.00024.7500.0000.000V4800.54.52.40.00024.7500.0000.000V4800.54.52.40.00022.5000.0000.000V4900.552.40.00029.500.0000.000V4900.552.40.00029.5000.0000.000V4900.552.40.00027.2500.0000.000M10.2532.551.83.4438.51029.26134.425M10.2532.551.83.4438.51029.26134.425M10.251.52.551.81.7218.51014.63117.213M20.2535.021.86.7772513.55433.885M20.2535.021.86.7772513.55433.885M20.251.55.021.83.389256.77716.943M30.2533.611.84.87411.51.556.0457.310M30.2533.611.84.87411.51.556.0457.310M30.251.53.611.82.43711.51.528.0233.655M4033.51.80.000168.80.0000.000M4033.51.80.00016.008.80.0000.000M401.53.51.80.00016.008.80.0000.000M50341.80.00030.098.80.0000.000M50341.80.00030.098.80.0000.000M501.541.80.00030.098.80.0000.000M6033.41.80.000913.050.0000.000M6033.41.80.0009.0013.050.0000.000M601.53.41.80.0009.0013.050.0000.000M7034.51.80.0002.2511.350.0000.00000.0000M8034.51.80.0006.7511.350.0000.000M8034.51.80.0004.5011.350.0000.000M801.54.51.80.0004.5011.350.0000.000M9035.951.80.000910.0750.0000.000M9035.951.80.0009.0010.0750.0000.000M901.55.951.80.0009.0010.0750.0000.000M10035.951.80.00013.550.0000.000M10035.951.80.00013.5050.0000.000M1001.55.951.80.00013.5050.0000.000M11035.951.80.0001850.0000.000M11035.951.80.00018.0050.0000.000M1101.55.951.80.00018.0050.0000.000M12035.951.80.00022.550.0000.000M12035.951.80.00022.5050.0000.000M1201.55.951.80.00022.5050.0000.000M13035.951.80.0002750.0000.000M13035.951.80.00027.0050.0000.000M1301.55.951.80.00027.0050.0000.000M14035.951.80.0003230.0000.000M14035.951.80.00032.0030.0000.000M1401.55.951.80.00032.0030.0000.000M15035.41.80.00008.650.0000.00000M16032.851.80.000327.3750.0000.000M16032.851.80.00032.007.3750.0000.000M1601.52.851.80.00032.007.3750.0000.000M17033.51.80.0002.855.950.0000.00000M18033.51.80.0007.355.950.0000.000M18033.51.80.0004.505.950.0000.000M1801.53.51.80.0004.505.950.0000.000M19033.51.80.00011.855.950.0000.000M19033.51.80.0009.005.950.0000.000M1901.53.51.80.0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- 10912.40.0001314.750.0000.000P101.34.51.80.0004.5011.350.0000.0000PL1 - 20912.40.0001414.750.0000.000P201.35.41.80.0008.6500.0000.000PL1 - 10912.40.0001314.750.0000.000PL1 - 30912.40.0002214.750.0000.000P301.35.951.80.0002.9800.0000.000PL1 - 20912.40.0001414.750.0000.000PL1 - 40912.40.0002314.750.0000.0000PL1 - 30912.40.0002214.750.0000.000PL1 - 50912.40.0008.511.350.0000.000PL1 - 10912.40.0001314.750.0000.000PL1 - 40912.40.0002314.750.0000.000PL1 - 60912.40.000911.850.0000.000PL1 - 20912.40.0001414.750.0000.000PL1 - 50912.40.0008.511.350.0000.000PL1 - 70912.40.00017.58.80.0000.000PL1 - 30912.40.0002214.750.0000.000PL1 - 60912.40.000911.850.0000.000PL1 - 80912.40.000228.80.0000.000PL1 - 40912.40.0002314.750.0000.000PL1 - 70912.40.00017.58.80.0000.000PL1 -90912.40.00026.58.80.0000.000PL1 - 50912.40.0008.511.350.0000.000PL1 - 80912.40.000228.80.0000.000PL1 - 100912.40.00031.758.80.0000.000PL1 - 60912.40.000911.850.0000.000PL1 -90912.40.00026.58.80.0000.000PL1 -110912.40.0008.55.950.0000.000PL1 - 70912.40.00017.58.80.0000.000PL1 - 100912.40.00031.758.80.0000.000PL1 - 120912.40.00017.55.950.0000.000PL1 - 80912.40.000228.80.0000.000PL1 -110912.40.0008.55.950.0000.000PL1 - 130912.40.000225.950.0000.000PL1 -90912.40.00026.58.80.0000.000PL1 - 120912.40.00017.55.950.0000.000PL1 - 140912.40.00026.55.950.0000.000PL1 - 100912.40.00031.758.80.0000.000PL1 - 130912.40.000225.950.0000.000PL1 - 150912.40.00031.755.950.0000.000PL1 -110912.40.0008.55.950.0000.000PL1 - 140912.40.00026.55.950.0000.000PL1 - 160912.40.000500.0000.000PL1 - 120912.40.00017.55.950.0000.000PL1 - 150912.40.00031.755.950.0000.000PL1 - 170912.40.0001300.0000.000PL1 - 130912.40.000225.950.0000.000PL1 - 160912.40.000500.0000.000PL1 - 180912.40.0001400.0000.000PL1 - 140912.40.00026.55.950.0000.000PL1 - 170912.40.0001300.0000.000PL1 - 190912.40.0002200.0000.000PL1 - 150912.40.00031.755.950.0000.000PL1 - 180912.40.0001400.0000.000PL1 - 200912.40.0002300.0000.000PL1 - 160912.40.000500.0000.000PL1 - 190912.40.0002200.0000.000PL2 - 1091.52.40.00031.7514.750.0000.000PL1 - 170912.40.0001300.0000.000PL1 - 200912.40.0002300.0000.000PL2 - 2091.52.40.00031.7500.0000.000PL1 - 180912.40.0001400.0000.000PL2 - 1091.52.40.00031.7514.750.0000.000TOTAL67.945512.012339.872PL1 - 190912.40.0002200.0000.000PL2 - 2091.52.40.00031.7500.0000.000TENER CUIDADO CUANDO ES ALIGERADA, MODIFICAR LA PLANTILLA, poner 1 en espesor y en P.E, el peso q establece el reglamento E020 segn el espesorPL1 - 200912.40.0002300.0000.000TOTAL50.921345.383235.832PL2 - 1091.52.40.00031.7514.750.0000.000PL2 - 2091.52.40.00031.7500.0000.000ELEMENTOESPESORALTURALONGITUDPESO ESP.PESOCENTROIDEF * XF * YTOTAL67.945512.012339.872XYELEMENTOESPESORALTURALONGITUDPESO ESP.PESOCENTROIDEF * XF * YLOSA 10.1575.512.427.1808.154.07221.517110.623XYLOSA 200232.40.00020.57.3750.0000.000LOSA 10.1575.512.427.1808.154.07221.517110.623ELEMENTOESPESORALTURALONGITUDPESO ESP.PESOCENTROIDEF * XF * YPT 1175.510.17.5508.154.0761.53330.729LOSA 200232.40.00020.57.3750.0000.000XYPT 20000.10.00020.57.3750.0000.000PT 1175.510.17.5508.154.0761.53330.729LOSA 10.1575.512.427.1808.154.07221.517110.623TOTAL34.730283.050141.351PT 20000.10.00020.57.3750.0000.000LOSA 200232.40.00020.57.3750.0000.000TOTAL34.730283.050141.351PT 1175.510.17.5508.154.0761.53330.729CARGA MUERTA TOTAL=102.675TOTAL795.062481.223PT 20000.10.00020.57.3750.0000.000CARGA MUERTA TOTAL=102.675TOTAL795.062481.223TOTAL34.730283.050141.351CARGA VIVAELEMENTOESPESORALTURALONGITUDS/CPESOCENTROIDEF * XF * YCARGA VIVACARGA MUERTA TOTAL=85.651TOTAL628.432377.183XYELEMENTOESPESORALTURALONGITUDS/CPESOCENTROIDEF * XF * YAULAS175.510.2518.87520.511.775386.938222.253XYCARGA VIVACUARTOS 21000.20.00018.252.9750.0000.000CUARTOS 1175.510.2518.87520.511.775386.938222.253ELEMENTOESPESORALTURALONGITUDS/CPESOCENTROIDEF * XF * YPASILLO11000.40.00020.57.3750.0000.000CUARTOS 21000.20.00018.252.9750.0000.000XYPASILLO21000.40.0006.758.650.0000.000PASILLO11000.40.00020.57.3750.0000.000TECHO30.175.5107.554.55.67533.97542.846CORREDORES1000.40.0002.255.6750.0000.000PASILLO21000.40.0006.758.650.0000.000TECHO20.1023020.57.3750.0000.000TOTAL18.875386.938222.253TECHO 11000.40.0002.255.6750.0000.000TOTAL7.55033.97542.846TOTAL18.875386.938222.253CARGA TOTAL (CM + CV)=121.550TOTAL1181.999703.476CARGA TOTAL (CM + CV)=93.201TOTAL662.407420.029CARGA TOTAL (CM + CV)=121.550TOTAL1181.999703.476UBICACIN DEL CENTRO DE MASA DEL 1 PISOUBICACIN DEL CENTRO DE MASA DEL 3 PISOUBICACIN DEL CENTRO DE MASA DEL 2 PISOnota: verificar edificios de dos pisos pero que contienen porticos de un piso, esa seccion tendra como sobrecarga el techo en el primer nivelCENTRO DE MASACENTRO DE MASAXcm =9.72CENTRO DE MASAXcm =7.11Ycm =5.79Xcm =9.72Ycm =4.51Ycm =5.79

UNIVERSIDAD JOSE CARLOS MARIATEGUI

TRABAJO DE INGENIERIA SISMORESISTENTE

PARAMETROS ZUCSCORTANTE BASALPESO DE LA ESTRUCTURA - CUADRO RESUMENE030: El peso (P), se calcular adicionando a la carga permanente y total de la Edificacin un porcentaje de la carga viva que se determinar asi: a. En edificaciones de las categoras A y B, se tomar el 50% de la carga viva. d. En azoteas y techos en general se tomar el 25% de la carga viva.

NIVELCMCV% DE CVPESO TOTAL1102.674618.8759.4375112.11212102.674618.8759.4375112.1121385.65117.551.887587.5386291.000345.320.7625311.7628

ZUCS

FACTOR ZEs la aceleracion mxima del terreno a ser excedida en 50 aos

El departamento de Moquegua, que es donde se encuentra la estructura diseada, segn el mapa de zonas ssmicas pertenece a las zona 3

Z =0.4

FACTOR UEs el coeficiente de importancia y uso, diferenciado por categorias

La estructura en estudio tiene una funcion que no deberia ser interrumpida por tratarse de un hospital

CATEGORIA = A

U =1.5

FACTOR Ces el factor de amplificacion sismicaA) Tp

El valor Tp depende del tipo de suelo que muestra el cuadro de parmetros del suelo; tambin extraemos el valor S

consideramos

suelo intermedio

Tp ==0.6

B) Hnaltura total de la edificacion

Hn =9

C) Ct

en XCt =35

en YCt =60

C) THALLANDO T

en XT =0.2571

en YT =0.1500

D) C

en XC =5.8333>2.5

en YC =10.0000>2.5

por lo tanto el valor de C ser:

C =2.50

C =2.50

FACTOR SEs el parmetro de suelo

consideramos que se trata de un suelo intermedio, es decir, del tipo S2

S =1.2

FACTOR REs el coeficiente de reduccin

En la direccin X la estructura es aporticada, sin embargo, en la direccin Y existen muros estructurales

Rx =8

Ry =6

Presenta irregularidad de esquinas entrantes

NOTA :Rx =6Si se tratan de estructuras irregulares, el valor de R es 3/4 del valor mencionado en la tabla anterior.Ry =4.5

ZUCS - X

ZUCSDISTRIBUCION DE LA FUERZA SISMICA - EN XZ0.4U1.5NIVELPESOH. acumP*HFie accid.Mt = F*eC2.501112.11213336.336317.50676667290.6511.3793983374S1.22112.11216672.672635.01353334590.6522.7587966748R6387.53869787.847441.00853998120.6526.6555509878V93.52884311.76281796.856393.5288460.793746la ex. Accid. se multiplica por la longitud total de cada nivel en la direccion perpendicular a la suya

ZUCSDISTRIBUCION DE LA FUERZA SISMICA - EN YZ0.4U1.5NIVELPESOH. acumP*HFie accid.Mt = F*eC2.501112.11213336.336323.34235556390.511.671177782S1.22112.11216672.672646.68471112780.523.3423555639R4.5387.53869787.847454.67805330830.527.3390266541V124.70512311.76281796.8563124.7051262.35256

Segn el reglamento

VERIFICARC/R0.41666666670.125CUMPLEC/R0.55555555560.125CUMPLE

UNIVERSIDAD JOSE CARLOS MARIATEGUI

TRABAJO DE INGENIERIA SISMORESISTENTE

ZUCSZUCS

PESO DE LA ESTRUCTURA - CUADRO RESUMENNIVELCMCV% DE CVPESO TOTAL1102.112118.8759.4375111.5496nota: si nos dan las cargas del edificio modificar aqu pero si tenemos que metrar jalar la suma de CM y CV que hallamos segn la pestaa de METRADO2102.112118.8759.4375111.5496385.65117.551.887587.5386289.875345.320.7625310.6378ESTA EDIFICACION ES UN COLEGIO - CATEGORIA AZUCS - XHALLANDO CZ0.4Tp =0.9PARA S3U1.5T=Hn/CtC2.5Ct = 35PORQ ES APORTICADO EN AMBAS DIRECCIONESS1.2Hn =9ALTURAR6T=0.257143V93.19134C =8.75 2.5EXCEDE!!!ZUCS - YHALLANDO CZ0.4Tp =0.9PARA S3U1.5T=Hn/CtC2.5Ct = 60PORQUE HAY MUROS (MAMPOSTERIA)-S1.4Hn =9ALTURAR4.5T=0.150000V144.9643066667C =15 2.5EXCEDE!!!DISTRIBUCION DE LA FUERZA SISMICA - EN XNOTA : MODIFICAR LA EXCENTRICIDAD, MULTIPLICARLA POR LA LONGITUD MAS LARGA PERPENDICULAR A CADA DIRECCION NIVELPESOHP*HFe accidMt = F*e1111.54963334.648817.40511106880.6511.31332219472111.54966669.297634.81022213760.6522.6266443894387.53869787.847440.97600679360.6526.6344044158esto es para cada nivel310.63781791.793893.1913460.574371

DISTRIBUCION DE LA FUERZA SISMICA - EN Y

NIVELPESOHP*HFe accidMt = F*e1111.54963334.648827.07461721810.513.53730860912111.54966669.297654.14923443630.527.0746172181387.53869787.847463.74045501230.531.8702275061310.63781791.7938144.964306666772.4821533333

MATRIZ TRIDVECTORES DE POSICION (1 NIVEL)VECTORES DE POSICION (2 NIVEL)VECTORES DE POSICION (3 NIVEL)

CENTRO DE MASACENTRO DE MASACENTRO DE MASAXcm =9.72Xcm =9.72Xcm =7.11Ycm =5.79Ycm =5.79Ycm =4.51sentido antihorariosentido antihorariosentido antihorarioPORTICOrd betaalfaPORTICOrd betaalfaPORTICOrd betaalfaA11.830790180111.830790180111.861390180B5.83079018025.83079018025.861390180C0.16939018030.16939018030.138790180D6.169390046.169390046.1387900112.1693900512.1693900512.138790025.3815090A5.3815090A5.198109032.61850270B2.61850270B2.8019027045678

Angulo del eje del portico con respecto al eje xAngulo q forma del eje x al Rdk

MATRIZ DE RIGIDEZ LATERAL DE CADA PORTICOMATRIZ TRIDIMENSIONAL DE CADA PORTICODESPLAZAMIENTO EN CADA PORTICOTIPO DE COLUMNABASEALTURA10.40.4porticos en Y20.30.35PORTICO 1PORTICO 1PORTICO 130.350.440.250.3MATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES50.350.3560.40.450.000011460.000012410.0000131511.830.000.001.000.000.000-000-00-0.00000000010.0000000001-0DP1 =0.0005552326F1 =0.000012410.000026720.00003012rd 1 =0.0011.830.00sen =0.001.000.00-00-0-00-00.0000000001-0.00000000010.00000000010.0011261735BASEALTURAAs0.000013150.000030120.000048480.000.0011.860.000.001.000-000-00-00.0000000001-0.00000000010.001539485COL230350.0011.05KK1 =0-00177061.489758009-93764.162206955610227.2684685578-2094761.366880081109295.67382183-121308.699486105COL335400.0022.8MATRIZ DE RIGIDEZ LATERAL-00-0-93764.1622069556174546.820233616-83010.55058611911109295.67382183-2065011.06613784984613.043667135FUERZA SISMICA EN EL PORTICOCOL335400.0022.80-0010227.2684685579-83010.550586119169426.3449524004-120995.745070967982072.9208192-823486.705383907COL335400.0011.4177061.489758009-93764.162206955610227.26846855780.000.000.00-1.000.000.00-0.00000000010.0000000001-0-2094761.366880081109295.67382183-120995.74507096724782493.3031481-13123744.32828391435166.83101026FEP1 =8.4603218485FXCOL335400.0022.8Kp1 =-93764.1622069556174546.820233616-83010.5505861191cos =0.000.000.00sen ( - ) =0.00-1.000.000.0000000001-0.00000000010.00000000011109295.67382183-2065011.06613784982072.9208192-13123744.328283924430526.420157-11648661.535712816.715592966744.2509576697COL335400.0011.410227.2684685579-83010.550586119169426.34495240040.000.000.000.000.00-1.00-00.0000000001-0.0000000001-121308.699486105984613.043667135-823486.7053839071435166.83101027-11648661.53571289767622.8585701419.0750428546COL335400.0022.8COL535350.0011.225

PORTICO 2PORTICO 2PORTICO 2MATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.0002650.0003140.0003195.830.000.001.000.000.000-000-00-00-0DP2 =0.0005730392F2 =0.0003140.0006830.000744rd 1 =0.005.830.00sen =0.001.000.00-00-0-00-00-000.00116449140.0003190.0007440.0011290.000.005.860.000.001.000-000-00-00-00.0015930724KK2 =0-008405.0731377461-4526.4415733242608.0196630754-49007.459944256426392.3228815813-3563.7856511841MATRIZ DE RIGIDEZ LATERAL-00-0-4526.44157332427626.7662470936-3747.014371963926392.3228815813-44469.385956928521962.3753383918FUERZA SISMICA EN EL PORTICO0-00608.0196630754-3747.01437196393183.1890347388-3545.18024949421847.7166986097-18657.62588931428405.0731377461-4526.4415733242608.01966307540.000.000.00-1.000.000.00-00-0-49007.459944256426392.3228815813-3545.180249494285747.796696976-153885.71702563620779.3649963591FEP2 =0.5140535868FXKp2 =-4526.44157332427626.7662470936-3747.0143719639cos =0.000.000.00sen ( - ) =0.00-1.000.000-0026392.3228815813-44469.385956928521847.7166986097-153885.717025636259287.648699063-128056.0218855610.31820987241.8883672631608.0196630754-3747.01437196393183.18903473880.000.000.000.000.00-1.00-00-0-3563.785651184121962.3753383918-18657.625889314220779.364996359-128056.021885561109357.9426250371.0561038038PORTICO 3PORTICO 3PORTICO 3MATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.000011460.000012410.000013150.170.000.001.000.000.000-000-00-00-0DP3 =0.0005898409F3 =0.000012410.000026720.00003012rd 1 =0.000.170.00sen =0.001.000.00-00-0-00-00-000.00120064690.000013150.000030120.000048480.000.000.140.000.001.000-000-00-00-00.0016441824KK3 =0-00177061.489758009-93764.162206955610227.2684685578-29976.510216030915874.2726616376-1418.522136589MATRIZ DE RIGIDEZ LATERAL-00-0-93764.1622069556174546.820233616-83010.550586119115874.2726616376-29550.776665551211513.5633662947FUERZA SISMICA EN EL PORTICO0-0010227.2684685579-83010.550586119169426.3449524004-1731.476551726814053.68621423-9629.4340448979177061.489758009-93764.162206955610227.26846855780.000.000.00-1.000.000.00-00-0-29976.510216030915874.2726616376-1731.47655172685075.023179574-2687.5143616152240.1557977245FEP3 =8.6759611685FXKp3 =-93764.1622069556174546.820233616-83010.5505861191cos =0.000.000.00sen ( - ) =0.00-1.000.000-0015874.2726616376-29550.776665551214053.68621423-2687.51436161525002.9464894778-1949.246277913717.77866779346.970305677510227.2684685579-83010.550586119169426.34495240040.000.000.000.000.00-1.00-00-0-1418.52213658911513.5633662947-9629.4340448979240.1557977245-1949.24627791371335.602502027320.515676716PORTICO 4PORTICO 4PORTICO 4MATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.0002650.0003140.0003196.170.000.001.000.000.000-000-000-00DP4 =0.0006086524F4 =0.0003140.0006830.000744rd 1 =0.006.170.00sen =0.001.000.00-00-0-00-0-00-00.00124112710.0003190.0007440.0011290.000.006.140.000.001.000-000-000-000.0017002474KK4 =0-008405.0731377461-4526.4415733242608.019663075451853.4177086973-27924.97599830893732.4503057212MATRIZ DE RIGIDEZ LATERAL-00-0-4526.44157332427626.7662470936-3747.0143719639-27924.975998308947051.8090081944-23001.7971251746FUERZA SISMICA EN EL PORTICO0-00608.0196630754-3747.01437196393183.18903473883751.0557074113-23116.455764956619540.64252755088405.0731377461-4526.4415733242608.01966307540.000.000.001.000.000.000-0051853.4177086973-27924.97599830893751.0557074113319899.289870266-172277.55442636723026.605671086FEP4 =0.5316624538FXKp4 =-4526.44157332427626.7662470936-3747.0143719639cos =0.000.000.00sen ( - ) =0.001.000.00-00-0-27924.975998308947051.8090081944-23116.4557649567-172277.554426367290276.725314253-141904.9870043390.33990565842.0033282794608.0196630754-3747.01437196393183.18903473880.000.000.000.000.001.000-003732.4503057212-23001.797125174619540.642527550823026.6056710858-141904.987004339119954.1422838761.1317601671

PORTICO 5PORTICO 5PORTICO 5MATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.000011460.000012410.0000131512.170.000.001.000.000.000-000-000.0000000001-0.00000000010DP5 =0.000626459F5 =0.000012410.000026720.00003012rd 1 =0.0012.170.00sen =0.001.000.00-00-0-00-0-0.00000000010.0000000001-0.00000000010.0012794450.000013150.000030120.000048480.000.0012.140.000.001.000-000-000-0.00000000010.00000000010.0017538348KK5 =0-00177061.489758009-93764.162206955610227.26846855782154714.38731214-1141044.2191451124145.743759283MATRIZ DE RIGIDEZ LATERAL-00-0-93764.1622069556174546.820233616-83010.5505861191-1141044.21914512124112.61946895-1007640.17039972FUERZA SISMICA EN EL PORTICO0-0010227.2684685579-83010.550586119169426.3449524004124458.698174421-1010180.29324766842745.573473703177061.489758009-93764.162206955610227.26846855780.000.000.001.000.000.000.0000000001-0.000000000102154714.38731214-1141044.2191451124458.6981744226221365.7935176-13885709.41604251510766.79952984FEP5 =8.8926181605FXKp5 =-93764.1622069556174546.820233616-83010.5505861191cos =0.000.000.00sen ( - ) =0.001.000.00-0.00000000010.0000000001-0.0000000001-1141044.21914512124112.61946895-1010180.29324766-13885709.416042525848963.7001034-12262275.525645418.996858145849.85134777710227.2684685579-83010.550586119169426.34495240040.000.000.000.000.001.000-0.00000000010.0000000001124145.743759283-1007640.17039972842745.5734737031510766.79952985-12262275.525645410229835.692725221.9618714707

FX TOTAL =144.9643066667porticos en XPORTICO APORTICO APORTICO AMATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.0000980.0001090.0001095.380.000.000.000.000.0021813.9073-11571.08031128.88590.00000.00000.0000-117391.542262269.7688-5868.0617DPA =0.0002234819FA =0.0001090.0002290.000241rd 1 =0.005.380.00sen =0.000.000.00-11571.080320539.4055-10133.92570.00000.00000.000062269.7688-110532.810752677.15940.00073449220.0001090.0002410.0003640.000.005.200.000.000.001128.8859-10133.92579118.75700.00000.00000.0000-6075.099454535.7214-47400.21070.0011009631KKA =0.00000.00000.00000.00000.00000.00000.00000.00000.0000MATRIZ DE RIGIDEZ LATERAL0.00000.00000.00000.00000.00000.00000.00000.00000.0000FUERZA SISMICA EN EL PORTICO0.00000.00000.00000.00000.00000.00000.00000.00000.000021813.9073044872-11571.0803256681128.8858854311.000.000.00-1.000.000.00-117391.542262269.7688-6075.09940.00000.00000.0000631742.5841-335104.760631578.9742FEPA =-2.3809925784FYKpA =-11571.08032566820539.4054965868-10133.9257395044cos =0.001.000.00sen ( - ) =0.00-1.000.0062269.7688-110532.810754535.72140.00000.00000.0000-335104.7606594832.3207-283482.13321.34302778631.81044626451128.885885431-10133.92573950449118.75698271590.000.001.000.000.00-1.00-5868.061752677.1594-47400.21070.00000.00000.000031578.9742-283482.1332246391.03512.8484110566

PORTICO BPORTICO BPORTICO BMATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.0000980.0001090.0001092.620.000.000.000.000.0021813.9073-11571.08031128.88590.00000.00000.000057119.7163-30298.87383163.0254DPB =0.0002472241FB =0.0001090.0002290.000241rd 1 =0.002.620.00sen =0.000.000.00-11571.080320539.4055-10133.92570.00000.00000.0000-30298.873853782.4333-28394.24650.00078558270.0001090.0002410.0003640.000.002.800.000.000.001128.8859-10133.92579118.75700.00000.00000.00002955.9877-26535.684525549.84520.0011724131KKB =0.00000.00000.00000.00000.00000.00000.00000.00000.0000MATRIZ DE RIGIDEZ LATERAL0.00000.00000.00000.00000.00000.00000.00000.00000.0000FUERZA SISMICA EN EL PORTICO0.00000.00000.00000.00000.00000.00000.00000.00000.000021813.9073044872-11571.0803256681128.8858854311.000.000.001.000.000.0057119.7163-30298.87382955.98770.00000.00000.0000149567.9771-79337.60118282.3819FEPB =-2.3735971519FYKpB =-11571.08032566820539.4054965868-10133.9257395044cos =0.001.000.00sen ( - ) =0.001.000.00-30298.873853782.4333-26535.68450.00000.00000.0000-79337.6011140829.3016-74350.33451.39360546492.02900901141128.885885431-10133.92573950449118.75698271590.000.001.000.000.001.003163.0254-28394.246525549.84520.00000.00000.00008282.3819-74350.334571588.11123.0090006985PORTICO CPORTICO CPORTICO CMATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.0000320.0000540.0000590.000.000.000.000.000.00113488.6458-67349.613517038.00790.00000.00000.00000.00000.00000.0000DPC =0.000239453FC =0.0000540.0001340.00017rd 1 =0.000.000.00sen =0.000.000.00-67349.613572846.1765-30144.16780.00000.00000.00000.00000.00000.00000.00076886020.0000590.000170.0002790.000.000.000.000.000.0017038.0079-30144.167818348.62390.00000.00000.00000.00000.00000.00000.0011473886KKC =0.00000.00000.00000.00000.00000.00000.00000.00000.0000MATRIZ DE RIGIDEZ LATERAL0.00000.00000.00000.00000.00000.00000.00000.00000.0000FUERZA SISMICA EN EL PORTICO0.00000.00000.00000.00000.00000.00000.00000.00000.0000113488.645785968-67349.613502019417038.00786369591.000.000.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.0000FEPC =-5.0580245119FYKpC =-67349.613502019572846.1764784551-30144.1677588467cos =0.001.000.00sen ( - ) =0.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00005.2943828361017038.007863696-30144.167758846718348.6238532110.000.001.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00001.956154098

PORTICO DPORTICO DPORTICO DMATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.0001490.0001740.0001760.000.000.000.000.000.0014760.3332-7846.2650942.95720.00000.00000.00000.00000.00000.0000DPD =0.000239453FD =0.0001740.0003760.000405rd 1 =0.000.000.00sen =0.000.000.00-7846.265013320.6435-6526.69590.00000.00000.00000.00000.00000.00000.00076886020.0001760.0004050.0006150.000.000.000.000.000.00942.9572-6526.69595654.22980.00000.00000.00000.00000.00000.00000.0011473886KKD =0.00000.00000.00000.00000.00000.00000.00000.00000.0000MATRIZ DE RIGIDEZ LATERAL0.00000.00000.00000.00000.00000.00000.00000.00000.0000FUERZA SISMICA EN EL PORTICO0.00000.00000.00000.00000.00000.00000.00000.00000.000014760.3331665115-7846.2650307142942.9572359891.000.000.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.0000FEPD =-1.4163365082FYKpD =-7846.265030714213320.6434508282-6526.6958572028cos =0.001.000.00sen ( - ) =0.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00000.87424406770942.957235989-6526.69585720285654.22983517570.000.001.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00001.6952764346

PORTICO EPORTICO EPORTICO EMATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES0.0000076620.0000098790.000010.000.000.000.000.000.00141254.4458-9507.33191163.13680.00000.00000.00000.00000.00000.0000DPE =0.000239453FE =0.0000098790.0001710.000198rd 1 =0.000.000.00sen =0.000.000.00-9507.331914160.6542-6704.79260.00000.00000.00000.00000.00000.00000.00076886020.000010.0001980.0004040.000.000.000.000.000.001163.1368-6704.79265732.46920.00000.00000.00000.00000.00000.00000.0011473886KKE =0.00000.00000.00000.00000.00000.00000.00000.00000.0000MATRIZ DE RIGIDEZ LATERAL0.00000.00000.00000.00000.00000.00000.00000.00000.0000FUERZA SISMICA EN EL PORTICO0.00000.00000.00000.00000.00000.00000.00000.00000.0000141254.445821367-9507.33186286761163.13675899531.000.000.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.0000FEPE =27.8485591381FYKpE =-9507.331862867614160.654190988-6704.7926019479cos =0.001.000.00sen ( - ) =0.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00000.918001287101163.1367589953-6704.79260194795732.46922672210.000.001.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00001.7008385719

PORTICO FPORTICO FPORTICO FANGULO CON RESPECTO A X173

MATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES

0.0000075240.0000083670.0000089060.000.000.000.000.000.00281798.4196-164078.511228362.18210.00000.00000.00000.00000.00000.0000DPF =0.000239453FF =0.0000083670.0000180.000021rd 1 =0.000.000.00sen =0.000.000.00-164078.5112311221.7920-153768.92150.00000.00000.00000.00000.00000.00000.00076886020.0000089060.0000210.0000330.000.000.000.000.000.0028362.1821-153768.9215120501.62900.00000.00000.00000.00000.00000.00000.0011473886KKF =0.00000.00000.00000.00000.00000.00000.00000.00000.0000MATRIZ DE RIGIDEZ LATERAL0.00000.00000.00000.00000.00000.00000.00000.00000.0000FUERZA SISMICA EN EL PORTICO0.00000.00000.00000.00000.00000.00000.00000.00000.0000281798.419611472-164078.51118358228362.18211501341.000.000.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.0000FEPF =-26.1335157524FYKpF =-164078.511183582311221.791952872-153768.921527555cos =0.001.000.00sen ( - ) =0.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.000023.56424017510Fx028362.1821150134-153768.921527555120501.6290352230.000.001.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.000026.8268083906Fy0PORTICO GPORTICO GPORTICO GANGULO CON RESPECTO A X173

MATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES

0.0001490.0001740.0001760.000.000.000.000.000.0014760.3332-7846.2650942.95720.00000.00000.00000.00000.00000.0000DPG =0.000239453FG =0.0001740.0003760.000405rd 1 =0.000.000.00sen =0.000.000.00-7846.265013320.6435-6526.69590.00000.00000.00000.00000.00000.00000.00076886020.0001760.0004050.0006150.000.000.000.000.000.00942.9572-6526.69595654.22980.00000.00000.00000.00000.00000.00000.0011473886KKG =0.00000.00000.00000.00000.00000.00000.00000.00000.0000MATRIZ DE RIGIDEZ LATERAL0.00000.00000.00000.00000.00000.00000.00000.00000.0000FUERZA SISMICA EN EL PORTICO0.00000.00000.00000.00000.00000.00000.00000.00000.000014760.3331665115-7846.2650307142942.9572359891.000.000.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.0000FEPG =-1.4163365082FYKpG =-7846.265030714213320.6434508282-6526.6958572028cos =0.001.000.00sen ( - ) =0.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00000.87424406770Fx0942.957235989-6526.69585720285654.22983517570.000.001.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00001.6952764346Fy0

PORTICO HPORTICO HPORTICO HANGULO CON RESPECTO A X173

MATRIZ DE FLEXIBILIDADMATRICES DIAGONALESDESPLAZAMIENTOS LATERALES

0.0000078180.000010.000010.000.000.000.000.000.00134908.9695-6100.7786628.94620.00000.00000.00000.00000.00000.0000DPH =0.000239453FH =0.000010.000250.00028rd 1 =0.000.000.00sen =0.000.000.00-6100.77869149.2349-4379.64620.00000.00000.00000.00000.00000.00000.00076886020.000010.000280.0005710.000.000.000.000.000.00628.9462-4379.64623887.93600.00000.00000.00000.00000.00000.00000.0011473886KKH =0.00000.00000.00000.00000.00000.00000.00000.00000.0000MATRIZ DE RIGIDEZ LATERAL0.00000.00000.00000.00000.00000.00000.00000.00000.0000FUERZA SISMICA EN EL PORTICO0.00000.00000.00000.00000.00000.00000.00000.00000.0000134908.969465289-6100.7785725562628.94624459341.000.000.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.0000FEPH =28.3353549418FYKpH =-6100.77857255629149.2348973759-4379.6462093515cos =0.001.000.00sen ( - ) =0.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00000.54847645280Fx0628.9462445934-4379.64620935153887.93603532830.000.001.000.000.000.000.00000.00000.00000.00000.00000.00000.00000.00000.00001.2442411087Fy0FY TOTAL =3.8394552759

MATRIZ TRIDIMENSIONAL ENSAMBLADA DE TODA LA ESTRUCTURA

123456789744598.9616-285870.925851335.95920.0000-0.00000.0000-60271.825931970.8949-2705.03641-285870.9258475097.9554-228318.7713-0.00000.0000-0.000031970.8949-56750.377424282.9129251335.9592-228318.7713178016.63180.0000-0.00000.0000-3119.111728000.0368-21850.36553K =0.0000-0.00000.0000547994.6155-290345.369831897.844732822.4680-17406.92581587.18684-0.00000.0000-0.0000-290345.3698538893.9932-256525.6805-17406.925832133.1997-12552.985250.0000-0.00000.000031897.8447-256525.6805214645.41291937.3520-15322.425310512.45076-60271.825931970.8949-3119.111732822.4680-17406.92581937.352052395891.7676-27752746.89193029841.1131731970.8949-56750.377428000.0368-17406.925832133.1997-15322.4253-27752746.891951569719.0630-24540679.78438-2705.036424282.9129-21850.36551587.1868-12552.985210512.45073029841.1131-24540679.784320546085.38509

INVERSA DE LA MATRIZ TRIDIMENSIONAL ENSAMBLADA1234567890.00000215450.00000260090.0000027146-0.0000000001-0.0000000002-0.00000000010.00000000230.00000000280.000000003110.00000260090.00000862740.0000103152-0.0000000002-0.0000000006-0.00000000060.00000000260.00000000930.000000011920.00000271460.00001031520.0000180654-0.0000000001-0.0000000006-0.00000000090.00000000220.00000001020.00000001923K =-0.0000000001-0.0000000002-0.00000000010.00000371180.00000402990.0000042646-0.0000000023-0.0000000025-0.00000000264-0.0000000002-0.0000000006-0.00000000060.00000402990.00000867990.0000097745-0.0000000025-0.0000000054-0.00000000615-0.0000000001-0.0000000006-0.00000000090.00000426460.00000977450.0000157068-0.0000000022-0.000000005-0.00000000860.00000000230.00000000260.0000000022-0.0000000023-0.0000000025-0.00000000220.00000003880.00000004210.000000044570.00000000280.00000000930.0000000102-0.0000000025-0.0000000054-0.0000000050.00000004210.00000009050.000000101980.00000000310.00000001190.0000000192-0.0000000026-0.0000000061-0.0000000080.00000004450.00000010190.00000016399

VECTORES DE FUERZAS INERCIALESDESPLAZAMIENTOS GLOBALES DEL CENTRO DE MASA

F =17.405XD =0.000239453DX1 nivel34.8100.00076886022 nivel40.9760.00114738863 nivel27.075Y0.0005903434DY1 nivel54.1490.00120172812 nivel63.7400.00164542113 nivel13.537Mt0.0000029678Dgiro27.0750.0000063863giro31.8700.0000089312giro

DESPLAZAMIENTOS LATERALES ENTRE PISOSojo: modificar de acuerdo a la altura de cada entrepisoSegn el reglamento E030 los desplazamientoslaterales se calculan multiplicando por 0.75*R

EN X R =6X1 =0.0005294072 REL X1 =0.0007941108