Bases Para Concurso Para Frecuencias FM Para Medios PRIVADOS en Bolívar
Estactico Para Sismo
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Nivel 3 Elemento Wi Xi Yi WiXi WiYi Losa 1 48,150.00 7.50 2.50 361,125.000 120,375.000 Losa 2 256,238.25 12.88 12.75 3,299,067.47 3,267,037.688 Losa 3 42,569.42 17.88 22.61 760,928.293 962,281.626 Trabe eje 1 9,307.00 0.00 10.25 0.000 95,396.750 Trabe eje 2 7,380.00 5.00 10.25 36,900.000 75,645.000 Trabe eje 3 8,895.60 10.00 12.36 88,956.000 109,905.138 Trabe eje 4 9,365.60 15.00 12.36 140,484.000 115,711.988 Trabe eje 5 7,095.60 19.50 14.86 138,364.200 105,440.616 Trabe eje 6 8,948.34 25.75 14.86 230,419.755 132,972.332 Trabe eje A 7,150.50 17.88 24.71 127,850.940 176,688.855 Trabe eje B 10,210.00 12.88 20.50 131,504.800 209,305.000 Trabe eje C 9,270.00 12.88 15.00 119,397.600 139,050.000 Trabe eje D 9,270.00 12.88 9.50 119,397.600 88,065.000 Trabe eje E 10,280.50 12.88 5.00 132,412.840 51,402.500 Trabe eje F 6,810.00 7.50 0.00 51,075.000 0.000 Columna 1-B 729.00 0.00 20.50 0.000 14,944.500 Columna 1-C 729.00 0.00 15.00 0.000 10,935.000 Columna 1-D 729.00 0.00 9.50 0.000 6,925.500 Columna 1-E 729.00 0.00 5.00 0.000 3,645.000 Columna 1-F 729.00 0.00 0.00 0.000 0.000 Columna 2-B 729.00 5.00 20.50 3,645.000 14,944.500 Columna 2-C 729.00 5.00 15.00 3,645.000 10,935.000 Columna 2-D 729.00 5.00 9.50 3,645.000 6,925.500 Columna 2-E 729.00 5.00 5.00 3,645.000 3,645.000 Columna 2-F 729.00 5.00 0.00 3,645.000 0.000 Columna 3-A 729.00 10.00 24.71 7,290.000 18,013.590 Columna 3-B 729.00 10.00 20.50 7,290.000 14,944.500 Columna 3-C 729.00 10.00 15.00 7,290.000 10,935.000 Columna 3-D 729.00 10.00 9.50 7,290.000 6,925.500 Columna 3-E 729.00 10.00 5.00 7,290.000 3,645.000 Columna 3-F 729.00 10.00 0.00 7,290.000 0.000 Columna 4-A 729.00 15.00 24.71 10,935.000 18,013.590 Columna 4-B 729.00 15.00 20.50 10,935.000 14,944.500 Columna 4-C 729.00 15.00 15.00 10,935.000 10,935.000 Columna 4-D 729.00 15.00 9.50 10,935.000 6,925.500 Columna 4-E 729.00 15.00 5.00 10,935.000 3,645.000 Columna 4-F 729.00 15.00 0.00 10,935.000 0.000 Columna 5-A 729.00 19.50 24.71 14,215.500 18,013.590 Columna 5-B 729.00 19.50 20.50 14,215.500 14,944.500 Columna 5-C 729.00 19.50 15.00 14,215.500 10,935.000 I. Calculo del peso de la estructura y de la posicion de los centros de masa.
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Transcript of Estactico Para Sismo
CENTROSDEMASAI. Calculo del peso de la estructura y de la
posicion de los centros de masa.Nivel 3ElementoWiXiYiWiXiWiYiLosa
148,150.007.502.50361,125.000120,375.000Losa
2256,238.2512.8812.753,299,067.473,267,037.688Losa
342,569.4217.8822.61760,928.293962,281.626Trabe eje
19,307.000.0010.250.00095,396.750Trabe eje
27,380.005.0010.2536,900.00075,645.000Trabe eje
38,895.6010.0012.3688,956.000109,905.138Trabe eje
49,365.6015.0012.36140,484.000115,711.988Trabe eje
57,095.6019.5014.86138,364.200105,440.616Trabe eje
68,948.3425.7514.86230,419.755132,972.332Trabe eje
A7,150.5017.8824.71127,850.940176,688.855Trabe eje
B10,210.0012.8820.50131,504.800209,305.000Trabe eje
C9,270.0012.8815.00119,397.600139,050.000Trabe eje
D9,270.0012.889.50119,397.60088,065.000Trabe eje
E10,280.5012.885.00132,412.84051,402.500Trabe eje
F6,810.007.500.0051,075.0000.000Columna
1-B729.000.0020.500.00014,944.500Columna
1-C729.000.0015.000.00010,935.000Columna
1-D729.000.009.500.0006,925.500Columna
1-E729.000.005.000.0003,645.000Columna
1-F729.000.000.000.0000.000Columna
2-B729.005.0020.503,645.00014,944.500Columna
2-C729.005.0015.003,645.00010,935.000Columna
2-D729.005.009.503,645.0006,925.500Columna
2-E729.005.005.003,645.0003,645.000Columna
2-F729.005.000.003,645.0000.000Columna
3-A729.0010.0024.717,290.00018,013.590Columna
3-B729.0010.0020.507,290.00014,944.500Columna
3-C729.0010.0015.007,290.00010,935.000Columna
3-D729.0010.009.507,290.0006,925.500Columna
3-E729.0010.005.007,290.0003,645.000Columna
3-F729.0010.000.007,290.0000.000Columna
4-A729.0015.0024.7110,935.00018,013.590Columna
4-B729.0015.0020.5010,935.00014,944.500Columna
4-C729.0015.0015.0010,935.00010,935.000Columna
4-D729.0015.009.5010,935.0006,925.500Columna
4-E729.0015.005.0010,935.0003,645.000Columna
4-F729.0015.000.0010,935.0000.000Columna
5-A729.0019.5024.7114,215.50018,013.590Columna
5-B729.0019.5020.5014,215.50014,944.500Columna
5-C729.0019.5015.0014,215.50010,935.000Columna
5-D729.0019.509.5014,215.5006,925.500Columna
5-E729.0019.505.0014,215.5003,645.000Columna
6-A729.0025.7524.7118,771.75018,013.590Columna
6-B729.0025.7520.5018,771.75014,944.500Columna
6-C729.0025.7515.0018,771.75010,935.000Columna
6-D729.0025.759.5018,771.7506,925.500Columna
6-E729.0025.755.0018,771.7503,645.000474,268.816,030,394.7475,940,031.853X
=12.715Y =12.525Nivel 2ElementoWiXiYiWiXiWiYiLosa
138,100.007.502.50285,750.00095,250.000Losa
2202,755.5012.8812.752,610,477.062,585,132.625Losa
322,990.8120.3822.61468,437.754519,707.260Trabe eje
111,234.000.0010.250.000115,148.500Trabe eje
27,380.005.0010.2536,900.00075,645.000Trabe eje
38,895.6010.0012.3688,956.000109,905.138Trabe eje
49,835.6015.0012.36147,534.000121,518.838Trabe eje
57,095.6019.5014.86138,364.200105,440.616Trabe eje
610,801.0825.7514.86278,127.810160,504.049Trabe eje
A8,631.0017.8824.71154,322.280213,272.010Trabe eje
B11,150.0012.8820.50143,612.000228,575.000Trabe eje
C9,270.0012.8815.00119,397.600139,050.000Trabe eje
D9,270.0012.889.50119,397.60088,065.000Trabe eje
E11,291.0012.885.00145,428.08056,455.000Trabe eje
F8,220.007.500.0061,650.0000.000Columna
1-B1,458.000.0020.500.00029,889.000Columna
1-C1,458.000.0015.000.00021,870.000Columna
1-D1,458.000.009.500.00013,851.000Columna
1-E1,458.000.005.000.0007,290.000Columna
1-F1,458.000.000.000.0000.000Columna
2-B1,458.005.0020.507,290.00029,889.000Columna
2-C1,458.005.0015.007,290.00021,870.000Columna
2-D1,458.005.009.507,290.00013,851.000Columna
2-E1,458.005.005.007,290.0007,290.000Columna
2-F1,458.005.000.007,290.0000.000Columna
3-A1,458.0010.0024.7114,580.00036,027.180Columna
3-B1,458.0010.0020.5014,580.00029,889.000Columna
3-C1,458.0010.0015.0014,580.00021,870.000Columna
3-D1,458.0010.009.5014,580.00013,851.000Columna
3-E1,458.0010.005.0014,580.0007,290.000Columna
3-F1,458.0010.000.0014,580.0000.000Columna
4-A1,458.0015.0024.7121,870.00036,027.180Columna
4-B1,458.0015.0020.5021,870.00029,889.000Columna
4-C1,458.0015.0015.0021,870.00021,870.000Columna
4-D1,458.0015.009.5021,870.00013,851.000Columna
4-E1,458.0015.005.0021,870.0007,290.000Columna
4-F1,458.0015.000.0021,870.0000.000Columna
5-A1,458.0019.5024.7128,431.00036,027.180Columna
5-B1,458.0019.5020.5028,431.00029,889.000Columna
5-C1,458.0019.5015.0028,431.00021,870.000Columna
5-D1,458.0019.509.5028,431.00013,851.000Columna
5-E1,458.0019.505.0028,431.0007,290.000Columna
6-A1,458.0025.7524.7137,543.50036,027.180Columna
6-B1,458.0025.7520.5037,543.50029,889.000Columna
6-C1,458.0025.7515.0037,543.50021,870.000Columna
6-D1,458.0025.759.5037,543.50013,851.000Columna
6-E1,458.0025.755.0037,543.5007,290.000423,576.195,383,376.8865,195,177.756X
=12.709Y =12.265Nivel 1ElementoWiXiYiWiXiWiYiLosa
138,100.007.502.50285,750.00095,250.000Losa
2202,755.5012.8812.752,610,477.062,585,132.625Losa
322,990.8120.3822.61468,437.754519,707.260Trabe eje
111,234.000.0010.250.000115,148.500Trabe eje
27,380.005.0010.2536,900.00075,645.000Trabe eje
38,895.6010.0012.3688,956.000109,905.138Trabe eje
49,835.6015.0012.36147,534.000121,518.838Trabe eje
57,095.6019.5014.86138,364.200105,440.616Trabe eje
610,801.0825.7514.86278,127.810160,504.049Trabe eje
A8,631.0017.8824.71154,322.280213,272.010Trabe eje
B11,150.0012.8820.50143,612.000228,575.000Trabe eje
C9,270.0012.8815.00119,397.600139,050.000Trabe eje
D9,270.0012.889.50119,397.60088,065.000Trabe eje
E11,291.0012.885.00145,428.08056,455.000Trabe eje
F8,220.007.500.0061,650.0000.000Columna
1-B1,458.000.0020.500.00029,889.000Columna
1-C1,458.000.0015.000.00021,870.000Columna
1-D1,458.000.009.500.00013,851.000Columna
1-E1,458.000.005.000.0007,290.000Columna
1-F1,458.000.000.000.0000.000Columna
2-B1,458.005.0020.507,290.00029,889.000Columna
2-C1,458.005.0015.007,290.00021,870.000Columna
2-D1,458.005.009.507,290.00013,851.000Columna
2-E1,458.005.005.007,290.0007,290.000Columna
2-F1,458.005.000.007,290.0000.000Columna
3-A1,458.0010.0024.7114,580.00036,027.180Columna
3-B1,458.0010.0020.5014,580.00029,889.000Columna
3-C1,458.0010.0015.0014,580.00021,870.000Columna
3-D1,458.0010.009.5014,580.00013,851.000Columna
3-E1,458.0010.005.0014,580.0007,290.000Columna
3-F1,458.0010.000.0014,580.0000.000Columna
4-A1,458.0015.0024.7121,870.00036,027.180Columna
4-B1,458.0015.0020.5021,870.00029,889.000Columna
4-C1,458.0015.0015.0021,870.00021,870.000Columna
4-D1,458.0015.009.5021,870.00013,851.000Columna
4-E1,458.0015.005.0021,870.0007,290.000Columna
4-F1,458.0015.000.0021,870.0000.000Columna
5-A1,458.0019.5024.7128,431.00036,027.180Columna
5-B1,458.0019.5020.5028,431.00029,889.000Columna
5-C1,458.0019.5015.0028,431.00021,870.000Columna
5-D1,458.0019.509.5028,431.00013,851.000Columna
5-E1,458.0019.505.0028,431.0007,290.000Columna
6-A1,458.0025.7524.7137,543.50036,027.180Columna
6-B1,458.0025.7520.5037,543.50029,889.000Columna
6-C1,458.0025.7515.0037,543.50021,870.000Columna
6-D1,458.0025.759.5037,543.50013,851.000Columna
6-E1,458.0025.755.0037,543.5007,290.000423,576.195,383,376.8865,195,177.756X
=12.709Y =12.265
FZASSISMICASRESUMEN SOBRE CENTROS DE MASANIVELWi (TON)Xi (M)Yi
(M)Terreno en La PazC=0.360.363474.26912.71512.525TIPO DE SUELO
IIINo cumple con las2423.57612.70912.265Q=2condiciones de
regularidad1423.57612.70912.265Q'=(0.8)(2)=1.6II. Obtencion de las
fuerzas sismicas, cortantes y su posicionDIRECCION XNIVELWi (ton)hi
(M)WihiFix(ton)Vix(ton)YiFixYiFixYiYvi3474.2699.0004268.419157.053157.05312.5251967.0311967.03112.5252423.5766.0002541.45793.511250.56412.2651146.9163113.94712.4281423.5763.0001270.72946.755297.32012.265573.4583687.40512.4021321.4218080.605DIRECCION
YNIVELWi (ton)hi
(M)WihiFiy(ton)Viy(ton)XiFiyXiFiyXiXvi3474.2699.0004268.419157.053157.05312.7151996.9541996.95412.7152423.5766.0002541.45793.511250.56412.7091188.4643185.41812.7131423.5763.0001270.72946.755297.32012.709594.2323779.65012.7121321.4218080.605
KyTIII. Obtencion de las rigidecesDIRECCION YMARCOS EJES
AyFNIVELFiy/#MarFiy*Mar/NVDK3.00026.1766.544157.0532.13045.1302.00015.5853.896250.5641.55047.4551.0007.7931.948297.3200.67073.960MARCOS
EJES
B-ENIVELFiy/#MarFiy*Mar/NVDK3.00026.1764.363157.0531.70058.1682.00015.5852.598250.5641.25059.6581.0007.7931.299297.3200.55090.097DIRECCION
XMARCOS EJES
1,2,5,6NIVELFix/#MarFix*Mar/NVDK3.00026.1765.235157.0531.87050.3382.00015.5853.117250.5641.35087.0011.0007.7931.559297.3200.87056.958MARCOS
EJES
3-4NIVELFix/#MarFix*Mar/NVDK3.00026.1764.363157.0531.60076.9872.00015.5852.598250.5641.26054.9481.0007.7931.299297.3200.50099.107IV.
Estimacion del periodo fundamental de la estructuraDIRECCION
XNIVELWi (ton)Fi(ton)Vi(ton)Ki(ton/cm)Vi /
Ki(cm)diWidi2Fidi3474.269157.053157.053355.3240.4421.6871349.852264.9582423.57693.511250.564457.9030.5471.245656.618116.4271423.57646.755297.320426.0440.6980.698206.28632.6291321.4212,212.76414.01T=0.465Por
lo tanto si hay reduccion por fuerzas sismicasDIRECCION YNIVELWi
(ton)Fi(ton)Vi(ton)Ki(ton/cm)Vi /
Ki(cm)diWidi2Fidi3474.269157.053157.053322.9320.4861.8221575.245286.2262423.57693.511250.564333.5430.7511.336756.198124.9441423.57646.755297.320508.3080.5850.585144.91927.3481321.4212476.362438.518T=0.478Por
lo tanto si hay reduccion por fuerzas sismicasIVa. Reduccion de las
fuerzas sismicasDIRECCION Xa=0.302Vo/Wo=Cs/Q'=0.254Estructura
originalQ'=1.775Q'=1.420Vo/Wo=Cs/Q'=0.212Estructura
reducidaFr=0.84NIVELWi (ton)hi
(M)WihiFix(ton)Vix(ton)3474.2699.0004268.419131.535131.5352423.5766.0002541.45778.317209.8521423.5763.0001270.72939.158249.0101321.4218080.605DIRECCION
Ya=0.307Vo/Wo=Cs/Q'=0.250Estructura
originalQ'=1.797Q'=1.437Vo/Wo=Cs/Q'=0.214Estructura
reducidaFr=0.85NIVELWi (ton)hi
(M)WihiFiy(ton)Viy(ton)3474.2699.0004268.419133.988133.9882423.5766.0002541.45779.778213.7661423.5763.0001270.72939.889253.6541321.4218080.605
CENTROSDETORSIONV. Calculo de la posicion de los centros de
torsionENTREPISO3DIRECCION
XEJERjxYjRjxYjYjtRjxYjtRjxYjt2CdCt150.3380.0000.000-10.279-517.4075318.3020.14167-0.01506250.3384.150208.901-6.129-308.5061890.7590.14167-0.00898376.9878.300638.991-1.979-152.338301.4380.21667-0.00443476.98712.300946.9392.021155.610314.5260.216670.00453550.33816.300820.5036.021303.0951825.0120.141670.00882650.33820.6001036.95410.321519.5475362.3720.141670.01512SUMA355.3243652.28815012.4101.00000-0.00000yjt=10.279Rt=34,355.46DIRECCION
YEJERjyXjRjyXjXjtRjyXjtRjyXjt2CdCtA45.1300.0000.000-11.932-538.4946425.2990.13975-0.01567B58.1684.800279.206-7.132-414.8532958.7230.18012-0.01208C58.1689.600558.412-2.332-135.647316.3270.18012-0.00395D58.16814.400837.6172.468143.559354.3060.180120.00418E58.16818.9001099.3736.968405.3142824.2360.180120.01180F45.13023.9001078.61311.968540.1196464.1560.139750.01572SUMA322.9323853.22119343.0461.000-0.000xjt=11.932ENTREPISO2DIRECCION
XEJERjxYjRjxYjYjtRjxYjtRjxYjt2CdCt187.0010.0000.000-10.272-893.6369178.9790.19000-0.01964287.0014.150361.056-6.122-532.5803260.1860.19000-0.01171354.9488.300456.071-1.972-108.331213.5740.12000-0.00238454.94812.300675.8642.029111.463226.1020.120000.00245587.00116.3001418.1246.029524.4883161.8790.190000.01153687.00120.6001792.23110.329898.5959281.1360.190000.01975SUMA457.9034703.34625321.8561.000000.00000yjt=10.272Rt=45,494.31DIRECCION
YEJERjyXjRjyXjXjtRjyXjtRjyXjt2CdCtA47.4550.0000.000-11.932-566.2436756.4720.14228-0.01245B59.6584.800286.359-7.132-425.4893034.6340.17886-0.00935C59.6589.600572.718-2.332-139.130324.4660.17886-0.00306D59.65814.400859.0772.468147.230363.3460.178860.00324E59.65818.9001127.5396.968415.6912896.4890.178860.00914F47.45523.9001134.18311.968567.9406797.0450.142280.01248SUMA333.5433979.87720172.4521.000000.00000xjt=11.932ENTREPISO1DIRECCION
XEJERjxYjRjxYjYjtRjxYjtRjxYjt2CdCt156.9580.0000.000-10.280-585.5236019.1480.13369-0.01161256.9584.150236.375-6.130-349.1482140.2610.13369-0.00692399.1078.300822.585-1.980-196.226388.5160.23262-0.00389499.10712.3001219.0112.020200.201404.4160.232620.00397556.95816.300928.4126.020342.8892064.2100.133690.00680656.95820.6001173.33110.320587.8086066.2060.133690.01165SUMA426.0444379.71417082.7571.000000.00000yjt=10.280Rt=50,442.33DIRECCION
YEJERjyXjRjyXjXjtRjyXjtRjyXjt2CdCtA73.9600.0000.000-12.301-909.74811190.3630.14103-0.01804B90.0974.800432.465-7.501-675.7735068.6440.17179-0.01340C90.0979.600864.930-2.701-243.308657.0560.17179-0.00482D90.09714.4001297.3952.099189.157397.1330.171790.00375E90.09718.9001702.8316.599594.5933924.0110.171790.01179F90.09723.9002153.31611.5991045.07812122.3670.171790.02072SUMA524.4456450.93833359.5741.000000.00000xjt=12.301Resumen
centros de
torsionENTREPISOXtYt311.93210.279211.93210.272112.30110.280
SISMOVI. Obtencion de las excentricidades de diseoDIRECCION
XNIVELVxYvYtbese1e2e3MtM4e43131.53512.52510.27925.7502.2465.944-0.3291.078295.4080.0000.0002209.85212.42810.27225.7502.1565.809-0.4191.061452.490147.7040.7041249.01012.40210.28025.7502.1225.758-0.4530.000528.450226.2450.909DIRECCION
YNIVELVyXvXtbese1e2e3MtM4e43133.98812.71511.93224.7100.7833.646-1.6880.390104.9330.0000.0002213.76612.71311.93224.7100.7813.642-1.6900.206166.92252.4670.2451253.65412.71212.30124.7100.4123.089-2.0590.000104.47983.4610.329VII.
Distribucion de los cortantes sismicos entre los elementos
resistentesENTREPISO3SENT.Ve1e2Mt1Mt2MtoX131.5355.944-0.329781.814-43.293488.484Y133.9883.646-1.688488.484-226.151781.814DIRECCION
XEJECdCtVdV1V2VmVoVxy1Vxy210.14167-0.0150618.634-11.7740.65219.286-7.35721.49313.14320.14167-0.0089818.634-7.0210.38919.023-4.38720.33910.09330.21667-0.0044328.499-3.4670.19228.691-2.16629.34110.77340.216670.0045328.4993.541-0.19632.0402.21332.70411.82550.141670.0088218.6346.897-0.38225.5314.31026.82411.96960.141670.0151218.63411.823-0.65530.4577.38732.67316.524DIRECCION
YEJECdCtVdV1V2VmVoVxy1Vxy2A0.13975-0.0156718.725-7.6573.54522.270-12.25425.94618.935B0.18012-0.0120824.134-5.8992.73126.865-9.44129.69817.500C0.18012-0.0039524.134-1.9290.89325.027-3.08725.95310.595D0.180120.0041824.1342.041-0.94526.1763.26727.15611.120E0.180120.0118024.1345.763-2.66829.8979.22432.66518.193F0.139750.0157218.7257.680-3.55526.40512.29130.09220.213ENTREPISO2SENTIDOVe1e2Mt1Mt2MtoX209.8525.809-0.4191219.102-87.878778.598Y213.7663.642-1.690778.598-361.2931219.102DIRECCION
XEJECdCtVdV1V2VmVoVxy1Vxy210.19000-0.0196439.872-23.9471.72641.598-15.29446.18627.77320.19000-0.0117139.872-14.2711.02940.901-9.11543.63521.38530.12000-0.0023825.182-2.9030.20925.391-1.85425.9489.47140.120000.0024525.1822.987-0.21528.1691.90828.74110.35850.190000.0115339.87214.055-1.01353.9268.97656.61925.15460.190000.0197539.87224.079-1.73663.95115.37968.56534.564DIRECCION
YEJECdCtVdV1V2VmVoVxy1Vxy2A0.14228-0.0124519.063-9.6914.49723.560-15.17328.11222.242B0.17886-0.0093523.965-7.2823.37927.344-11.40230.76519.605C0.17886-0.0030623.965-2.3811.10525.070-3.72826.18911.249D0.178860.0032423.9652.520-1.16926.4853.94527.66911.891E0.178860.0091423.9657.114-3.30131.08011.13934.42120.463F0.142280.0124819.0639.720-4.51028.78315.21933.34923.854ENTREPISO1SENTIDOVe1e2Mt1Mt2MtoX249.0105.758-0.4531433.876-112.750783.499Y253.6543.089-2.059783.499-522.3011433.876DIRECCION
XEJECdCtVdV1V2VmVoVxy1Vxy210.13369-0.0116133.290-16.6441.30934.599-9.09537.32719.47420.13369-0.0069233.290-9.9250.78034.071-5.42335.69715.64430.23262-0.0038957.925-5.5780.43958.363-3.04859.27820.55740.232620.0039757.9255.691-0.44763.6163.11064.54922.19450.133690.0068033.2909.747-0.76643.0375.32644.63518.23760.133690.0116533.29016.709-1.31449.9999.13052.73824.130DIRECCION
YEJECdCtVdV1V2VmVoVxy1Vxy2A0.14103-0.0180435.772-14.1319.42045.192-25.86152.95039.418B0.17179-0.0134043.577-10.4966.99750.574-19.21056.33734.382C0.17179-0.0048243.577-3.7792.51946.096-6.91648.17120.745D0.171790.0037543.5772.938-1.95946.5155.37748.12819.331E0.171790.0117943.5779.236-6.15752.81216.90257.88332.746F0.171790.0207243.57716.233-10.82159.80929.70768.72247.650RESUMEN
DE CORTANTES CRITICOS POR ENTREPISOEJEENT. 1ENT. 2ENT.
3137.32746.18621.493235.69743.63520.339359.27825.94829.341464.54928.74132.704544.63556.61926.824668.72268.56532.673A52.95028.11225.946B56.33730.76529.698C48.17126.18925.953D48.12827.66927.156E57.88334.42132.665F68.72233.34930.092
