Upload
yanecita-tala
View
68
Download
43
Embed Size (px)
DESCRIPTION
sismo
Citation preview
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 * YXYXYXYC10.450.4532.41.45871010.20614.580C10.450.4532.41.45871010.20614.580C10.450.451.52.40.7297105.1037.290C20.450.4532.41.458101014.58014.580C20.450.4532.41.458101014.58014.580C20.450.451.52.40.72910107.2907.290C30.450.4532.41.458070.00010.206C30.450.4532.41.458070.00010.206C30.450.451.52.40.729070.0005.103C40.450.4532.41.458475.83210.206C40.450.4532.41.458475.83210.206C40.450.451.52.40.729472.9165.103C50.450.4532.41.4587710.20610.206C50.450.4532.41.4587710.20610.206C50.450.451.52.40.729775.1035.103C60.450.4532.41.45810714.58010.206C60.450.4532.41.45810714.58010.206C60.450.451.52.40.7291077.2905.103C70.450.4532.41.45813718.95410.206C70.450.4532.41.45813718.95410.206C70.450.451.52.40.729137C80.450.4532.41.458435.8324.374C80.450.4532.41.458435.8324.374C80.450.451.52.40.729432.9162.187C90.450.4532.41.4587310.2064.374C90.450.4532.41.4587310.2064.374C90.450.451.52.40.729735.1032.187C100.450.4532.41.45810314.5804.374C100.450.4532.41.45810314.5804.374C100.450.451.52.40.7291037.2902.187C110.450.4532.41.45813318.9544.374C110.450.4532.41.45813318.9544.374C110.450.451.52.40.7291339.4772.187C120.450.4532.41.4587010.2060.000C120.450.4532.41.4587010.2060.000C120.450.451.52.40.729705.1030.000C130.450.4532.41.45810014.5800.000C130.450.4532.41.45810014.5800.000C130.450.451.52.40.7291007.2900.000C140032.40.000278.80.0000.000C1400.432.40.00027.008.80.0000.000C1400.41.52.40.00027.008.80.0000.000C150032.40.000328.80.0000.000C1500.3532.40.00032.008.80.0000.000C1500.351.52.40.00032.008.80.0000.000C160032.40.00005.950.0000.000C1600.3532.40.0000.005.950.0000.0000C170032.40.0004.55.950.0000.000C1700.4532.40.0004.505.950.0000.000C1700.451.52.40.0004.505.950.0000.000C180032.40.00095.950.0000.000C1800.432.40.0009.005.950.0000.000C1800.41.52.40.0009.005.950.0000.000C190032.40.00013.55.950.0000.000C1900.432.40.00013.505.950.0000.000C1900.41.52.40.00013.505.950.0000.000C200032.40.000185.950.0000.000C2000.432.40.00018.005.950.0000.000C2000.41.52.40.00018.005.950.0000.000C210032.40.00022.55.950.0000.000C2100.432.40.00022.505.950.0000.000C2100.41.52.40.00022.505.950.0000.000C220032.40.000275.950.0000.000C2200.432.40.00027.005.950.0000.000C2200.41.52.40.00027.005.950.0000.000C230032.40.000325.950.0000.000C2300.3532.40.00032.005.950.0000.000C2300.351.52.40.00032.005.950.0000.000C240032.40.000000.0000.000C2400.3532.40.0000.0000.0000.0000C250032.40.0004.500.0000.000C2500.432.40.0004.5000.0000.000C2500.41.52.40.0004.5000.0000.000C260032.40.000900.0000.000C2600.432.40.0009.0000.0000.000C2600.41.52.40.0009.0000.0000.000C270032.40.00013.500.0000.000C2700.432.40.00013.5000.0000.000C2700.41.52.40.00013.5000.0000.000C280032.40.0001800.0000.000C2800.432.40.00018.0000.0000.000C2800.41.52.40.00018.0000.0000.000C290032.40.00022.500.0000.000C2900.432.40.00022.5000.0000.000C2900.41.52.40.00022.5000.0000.000C300032.40.0002700.0000.000C3000.432.40.00027.0000.0000.000C3000.41.52.40.00027.0000.0000.000C310032.40.0003200.0000.000C3100.3532.40.00032.0000.0000.000C3100.351.52.40.00032.0000.0000.000V10.40.552.552.41.3468.51011.44413.464V10.40.552.552.41.3468.51011.44413.464V10.40.552.552.41.3468.51011.44413.464V20.40.552.552.41.34678.59.42511.444V20.40.552.552.41.34678.59.42511.444V20.40.552.552.41.34678.59.42511.444V30.40.552.552.41.346108.513.46411.444V30.40.552.552.41.346108.513.46411.444V30.40.552.552.41.346108.513.46411.444V40.40.553.612.41.90611.58.521.92016.202V40.40.553.612.41.90611.58.521.92016.202V40.40.553.612.41.90611.58.521.92016.202V50.40.553.552.41.874273.74913.121V50.40.553.552.41.874273.74913.121V50.40.553.552.41.874273.74913.121V60.40.552.552.41.3465.577.4059.425V60.40.552.552.41.3465.577.4059.425V60.40.552.552.41.3465.577.4059.425V70.40.552.552.41.3468.5711.4449.425V70.40.552.552.41.3468.5711.4449.4250.40.552.552.41.3468.57V80.40.552.552.41.34611.5715.4849.425V80.40.552.552.41.34611.5715.4849.425V80.40.552.552.41.34611.5715.4849.425V90.40.555.022.42.651255.30113.253V90.40.555.022.42.651255.30113.253V90.40.555.022.42.651255.30113.253V100.40.553.552.41.874457.4989.372V100.40.553.552.41.874457.4989.372V100.40.553.552.41.874457.4989.372V110.40.553.552.41.8747513.1219.372V110.40.553.552.41.8747513.1219.372V110.40.553.552.41.8747513.1219.372V120.40.553.552.41.87410518.7449.372V120.40.553.552.41.87410518.7449.372V120.40.553.552.41.87410518.7449.372V130.40.553.552.41.87413524.3679.372V130.40.553.552.41.87413524.3679.372V130.40.553.552.41.87413524.3679.372V140.40.552.552.41.3465.537.4054.039V140.40.552.552.41.3465.537.4054.039V140.40.552.552.41.3465.537.4054.039V150.40.552.552.41.3468.5311.4444.039V150.40.552.552.41.3468.5311.4444.039V150.40.552.552.41.3468.5311.4444.039V160.40.552.552.41.34611.5315.4844.039V160.40.552.552.41.34611.5315.4844.039V160.40.552.552.41.34611.5315.4844.039V170.40.553.612.41.9065.51.510.4832.859V170.40.553.612.41.9065.51.510.4832.859V170.40.553.612.41.9065.51.510.4832.859V180.40.552.552.41.34671.59.4252.020V180.40.552.552.41.34671.59.4252.020V180.40.552.552.41.34671.59.4252.020V190.40.552.552.41.346101.513.4642.020V190.40.552.552.41.346101.513.4642.020V190.40.552.552.41.346101.513.4642.020V200.40.553.612.41.90611.51.521.9202.859V200.40.553.612.41.90611.51.521.9202.8590.40.553.612.41.90611.51.5V210.40.552.552.41.3468.5011.4440.000V210.40.552.552.41.3468.5011.4440.000V210.40.552.552.41.3468.5011.4440.000V2200.62.852.40.00097.3750.0000.000V2200.62.852.40.0009.007.3750.0000.000V2200.62.852.40.0009.007.3750.0000.000V2300.62.852.40.00013.57.3750.0000.000V2300.62.852.40.00013.507.3750.0000.000V2300.62.852.40.00013.507.3750.0000.000V2400.62.852.40.000187.3750.0000.000V2400.62.852.40.00018.007.3750.0000.000V2400.62.852.40.00018.007.3750.0000.000V2500.62.852.40.00022.57.3750.0000.000V2500.62.852.40.00022.507.3750.0000.000V2500.62.852.40.00022.507.3750.0000.000V2600.62.852.40.000277.3750.0000.000V2600.62.852.40.00027.007.3750.0000.000V2600.62.852.40.00027.007.3750.0000.000V2700.62.852.40.000327.3750.0000.000V2700.62.852.40.00032.007.3750.0000.000V2700.62.852.40.00032.007.3750.0000.000V2800.54.52.40.0002.255.950.0000.000V2800.54.52.40.0002.255.950.0000.000V2800.54.52.40.0002.255.950.0000.000V2900.54.52.40.0006.755.950.0000.000V2900.54.52.40.0006.755.950.0000.000V2900.54.52.40.0006.755.950.0000.000V3000.54.52.40.00011.255.950.0000.000V3000.54.52.40.00011.255.950.0000.000V3000.54.52.40.00011.255.950.0000.000V3100.54.52.40.00015.755.950.0000.000V3100.54.52.40.00015.755.950.0000.000V3100.54.52.40.00015.755.950.0000.000V3200.54.52.40.00020.255.950.0000.000V3200.54.52.40.00020.255.950.0000.000V3200.54.52.40.00020.255.950.0000.000V3300.54.52.40.00024.755.950.0000.000V3300.54.52.40.00024.755.950.0000.000V3300.54.52.40.00024.755.950.0000.000V3400.552.40.00029.55.950.0000.000V3400.552.40.00029.505.950.0000.000V3400.552.40.00029.505.950.0000.000V3500.65.952.40.00002.9750.0000.000V3500.65.952.40.0000.002.9750.0000.0000V3600.65.952.40.0004.52.9750.0000.000V3600.65.952.40.0004.502.9750.0000.000V3600.65.952.40.0004.502.9750.0000.000V3700.65.952.40.00092.9750.0000.000V3700.65.952.40.0009.002.9750.0000.000V3700.65.952.40.0009.002.9750.0000.000V3800.65.952.40.00013.52.9750.0000.000V3800.65.952.40.00013.502.9750.0000.000V3800.65.952.40.00013.502.9750.0000.000V3900.65.952.40.000182.9750.0000.000V3900.65.952.40.00018.002.9750.0000.000V3900.65.952.40.00018.002.9750.0000.000V4000.65.952.40.00022.52.9750.0000.000V4000.65.952.40.00022.502.9750.0000.000V4000.65.952.40.00022.502.9750.0000.000V4100.65.952.40.000272.9750.0000.000V4100.65.952.40.00027.002.9750.0000.000V4100.65.952.40.00027.002.9750.0000.000V4200.65.952.40.000322.9750.0000.000V4200.65.952.40.00032.002.9750.0000.000V4200.65.952.40.00032.002.9750.0000.000V4300.54.52.40.0002.2500.0000.000V4300.54.52.40.0002.2500.0000.0000V4400.54.52.40.0006.7500.0000.000V4400.54.52.40.0006.7500.0000.000V4400.54.52.40.0004.5000.0000.000V4500.54.52.40.00011.2500.0000.000V4500.54.52.40.00011.2500.0000.000V4500.54.52.40.0009.0000.0000.000V4600.54.52.40.00015.7500.0000.000V4600.54.52.40.00015.7500.0000.000V4600.54.52.40.00013.5000.0000.000V4700.54.52.40.00020.2500.0000.000V4700.54.52.40.00020.2500.0000.000V4700.54.52.40.00018.0000.0000.000V4800.54.52.40.00024.7500.0000.000V4800.54.52.40.00024.7500.0000.000V4800.54.52.40.00022.5000.0000.000V4900.552.40.00029.500.0000.000V4900.552.40.00029.5000.0000.000V4900.552.40.00027.2500.0000.000M10.2532.551.83.4438.51029.26134.425M10.2532.551.83.4438.51029.26134.425M10.251.52.551.81.7218.51014.63117.213M20.2535.021.86.7772513.55433.885M20.2535.021.86.7772513.55433.885M20.251.55.021.83.389256.77716.943M30.2533.611.84.87411.51.556.0457.310M30.2533.611.84.87411.51.556.0457.310M30.251.53.611.82.43711.51.528.0233.655M4033.51.80.000168.80.0000.000M4033.51.80.00016.008.80.0000.000M401.53.51.80.00016.008.80.0000.000M50341.80.00030.098.80.0000.000M50341.80.00030.098.80.0000.000M501.541.80.00030.098.80.0000.000M6033.41.80.000913.050.0000.000M6033.41.80.0009.0013.050.0000.000M601.53.41.80.0009.0013.050.0000.000M7034.51.80.0002.2511.350.0000.00000.0000M8034.51.80.0006.7511.350.0000.000M8034.51.80.0004.5011.350.0000.000M801.54.51.80.0004.5011.350.0000.000M9035.951.80.000910.0750.0000.000M9035.951.80.0009.0010.0750.0000.000M901.55.951.80.0009.0010.0750.0000.000M10035.951.80.00013.550.0000.000M10035.951.80.00013.5050.0000.000M1001.55.951.80.00013.5050.0000.000M11035.951.80.0001850.0000.000M11035.951.80.00018.0050.0000.000M1101.55.951.80.00018.0050.0000.000M12035.951.80.00022.550.0000.000M12035.951.80.00022.5050.0000.000M1201.55.951.80.00022.5050.0000.000M13035.951.80.0002750.0000.000M13035.951.80.00027.0050.0000.000M1301.55.951.80.00027.0050.0000.000M14035.951.80.0003230.0000.000M14035.951.80.00032.0030.0000.000M1401.55.951.80.00032.0030.0000.000M15035.41.80.00008.650.0000.00000M16032.851.80.000327.3750.0000.000M16032.851.80.00032.007.3750.0000.000M1601.52.851.80.00032.007.3750.0000.000M17033.51.80.0002.855.950.0000.00000M18033.51.80.0007.355.950.0000.000M18033.51.80.0004.505.950.0000.000M1801.53.51.80.0004.505.950.0000.000M19033.51.80.00011.855.950.0000.000M19033.51.80.0009.005.950.0000.000M1901.53.51.80.0009.005.950.0000.000M20033.51.80.00016.355.950.0000.000M20033.51.80.00013.505.950.0000.000M2001.53.51.80.00013.505.950.0000.000M21033.51.80.00020.855.950.0000.000M21033.51.80.00018.005.950.0000.000M2101.53.51.80.00018.005.950.0000.000M22033.51.80.00025.355.950.0000.000M22033.51.80.00022.505.950.0000.000M2201.53.51.80.00022.505.950.0000.000M230341.80.00030.15.950.0000.000M230341.80.00027.255.950.0000.000M2301.541.80.00027.255.950.0000.000M24035.951.80.00002.9750.0000.00000M25035.951.80.0004.52.9750.0000.000M25035.951.80.0004.502.9750.0000.000M2501.55.951.80.0004.502.9750.0000.000M26035.951.80.00092.9750.0000.000M26035.951.80.0009.002.9750.0000.000M2601.55.951.80.0009.002.9750.0000.000M27035.951.80.00013.52.9750.0000.000M27035.951.80.00013.502.9750.0000.000M2701.55.951.80.00013.502.9750.0000.000M28035.951.80.000182.9750.0000.000M28035.951.80.00018.002.9750.0000.000M2801.55.951.80.00018.002.9750.0000.000M29035.951.80.00022.52.9750.0000.000M29035.951.80.00022.502.9750.0000.000M2901.55.951.80.00022.502.9750.0000.000M30035.951.80.000272.9750.0000.000M30035.951.80.00027.002.9750.0000.000M3001.55.951.80.00027.002.9750.0000.000M31035.951.80.000322.9750.0000.000M31035.951.80.00032.002.9750.0000.000M3101.55.951.80.00032.002.9750.0000.000A101.24.51.80.00011.2514.750.0000.000M32034.51.80.0002.2500.0000.000M3301.55.41.80.0000.008.650.0000.000A201.24.51.80.00015.7514.750.0000.000A101.24.51.80.00011.2514.750.0000.000A101.24.51.80.00011.2514.750.0000.000A301.24.51.80.00020.2514.750.0000.000A201.24.51.80.00015.7514.750.0000.000A201.24.51.80.00015.7514.750.0000.000A401.24.51.80.00024.7514.750.0000.000A301.24.51.80.00020.2514.750.0000.000A301.24.51.80.00020.2514.750.0000.000A501.251.80.00029.514.750.0000.000A401.24.51.80.00024.7514.750.0000.000A401.24.51.80.00024.7514.750.0000.000A601.24.51.80.0002.2500.0000.000A501.251.80.00029.5014.750.0000.000A501.251.80.00029.5014.750.0000.000A701.24.51.80.0006.7500.0000.00000A801.24.51.80.00011.2500.0000.000A701.24.51.80.0006.7500.0000.000A701.24.51.80.0006.7500.0000.000A901.24.51.80.00015.7500.0000.000A801.24.51.80.00011.2500.0000.000A801.24.51.80.00011.2500.0000.000A1001.24.51.80.00020.2500.0000.000A901.24.51.80.00015.7500.0000.000A901.24.51.80.00015.7500.0000.000A1101.24.51.80.00024.7500.0000.000A1001.24.51.80.00020.2500.0000.000A1001.24.51.80.00020.2500.0000.000A1201.251.80.00029.500.0000.000A1101.24.51.80.00024.7500.0000.000A1101.24.51.80.00024.7500.0000.0000A1201.251.80.00029.5000.0000.000A1201.251.80.00029.5000.0000.000PL1 - 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