Analisis Sismico Ayuda

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MODELO ORRANTIA Proyecto: Orrantia Lugar: Fecha : 1/14/2012 CARACTERÍSTICAS DE LA PLANTA CÁLCULO DE MASAS Piso Área (m2) Masa (kg) FACTOR Sótano 1 0 0.00 1er piso 308 26.76 0.85 Piso típico 308.00 26.76 0.85 Azotea 308.00 24.2015 0.77 Se ingresa el area manualmente Parámetros asumidos: Parámetro Característica Valor SC1 = - Archivo txt. Z = Zona 3 0.4 S = S1 1 Tp = - 0.4 U = Esenciales 1.5 g 9.81 Tipo Concreto Dirección x-x y-y Sistema Muros estructurales Muros estructurales Regularidad Regular R V estática = 6 6 tanteas periodos hasta q te salga el C correspondiente Periodo C V estática Vdinámica Txx 0.26 2.500 256 129.5 Tyy 0.30 2.500 256 125.2 CM

description

ANALISIS SISMICO

Transcript of Analisis Sismico Ayuda

MODELO ORRANTIA Proyecto: Orrantia

Lugar:Fecha : 1/14/2012

CARACTERÍSTICAS DE LA PLANTA CÁLCULO DE MASASPiso Área (m2) Masa (kg) FACTOR

Sótano 1 0 0.001er piso 308 26.76 0.85

Piso típico 308.00 26.76 0.85Azotea 308.00 24.2015 0.77

Se ingresa el area manualmente

Parámetros asumidos:

Parámetro Característica ValorSC1 = - Archivo txt.

Z = Zona 3 0.4S = S1 1

Tp = - 0.4U = Esenciales 1.5g 9.81

Tipo ConcretoDirección x-x y-ySistema Muros estructurales Muros estructurales

Regularidad RegularR V estática =

6 6

tanteas periodos hasta q te salga el C correspondientePeriodo C V estática Vdinámica

Txx 0.26 2.500 256 129.5Tyy 0.30 2.500 256 125.2

CMStory Diaphragm Load UX UY

AZOTEA AZOTEA1 SISXX 0.0191TECHO5 TECHO5 SISXX 0.0152TECHO4 TECHO4 SISXX 0.0117TECHO3 TECHO3 SISXX 0.0082TECHO2 TECHO2 SISXX 0.0048TECHO1 TECHO1 SISXX 0.002

SEMISOTANO SEMISOTA SISXX 0.0002

AZOTEA AZOTEA1 SISYY 0.0076TECHO5 TECHO5 SISYY 0.006TECHO4 TECHO4 SISYY 0.0045TECHO3 TECHO3 SISYY 0.0032TECHO2 TECHO2 SISYY 0.0019TECHO1 TECHO1 SISYY 0.0009

SEMISOTANO SEMISOTA SISYY 0.0002

DRIFTStory Item Load DriftX DriftY

esto se tiene q poner manualmente?

TECHO 4 TECHO 4 SISXX 0.00043TECHO 3 TECHO 3 SISXX 0.000427TECHO 2 TECHO 2 SISXX 0.000352

TECHO 1 TECHO 1 SISXX 0.000165

TECHO 4 TECHO 4 SISYY 0.000488

TECHO 3 TECHO 3 SISYY 0.000495TECHO 2 TECHO 2 SISYY 0.000417

TECHO 1 TECHO 1 SISYY 0.000193

Desplazamientos Desplazamientos

Maximos azotea relativosX (cm) Y(cm) X (cm) Y(cm)1.85 2.15 0.58 0.67

Junta: Y 1.43 cmX 1.24 cm

Número Masa Acum. (kg)0 00 03 80.281 24.2015

Número Pisos 4.00

Masa Total (Ton-s2/m) 104.4815Masa ETABS (Ton-s2/m) 104.47

Factor xx = Factor yy =ZUg / R 0.981 0.981

ZUCS PR

% Vesta. f FINAL205 1.58 1.58205 1.64 1.64

CM DesplazamientosRelativos

RZ h (0.75*R*Delta /h)*1000

2.70 6.52.70 5.82.70 5.82.70 5.72.70 4.72.70 3.03.00 0.3

2.70 2.72.70 2.52.70 2.22.70 2.22.70 1.72.70 1.23.00 0.3

DRIFT Desplazamientos IrregularidadRelativos Torsional

- h (0.75*R*Drift)*1000 -

3.00 1.93 0.343.00 1.92 0.413.00 1.58 0.533.00 0.74 2.47

3.00 2.20 1.01

3.00 2.23 1.343.00 1.88 1.613.00 0.87 2.89

Drift XX 1.93

DriftYY 2.23

Y 2.00 cmX 6.00 cm

0/00

0/00

20.00%20.00%

DELTA DESPLAZ DESPLAZ

0.129 0.41220.1281 0.28320.1056 0.15510.0495 0.0495

0

0.15 0.4779

0.15 0.33150.13 0.1830.06 0.0579

6.55

2.31

Mode Period UX UY UZ SumUX SumUY2 0.294465 0.093 62.901 0 59.9274 62.94996 0.074102 0.0097 19.3014 0 78.9914 82.4613

10 0.039659 1.1208 3.0363 0 88.406 89.13669 0.043945 2.0248 2.9835 0 87.2852 86.1003

14 0.025594 1.9551 2.0869 0 94.071 94.676717 0.020476 0.1686 1.7925 0 99.9436 97.443112 0.029919 2.0413 1.7172 0 91.6605 91.911918 0.018631 0.0481 1.3834 0 99.9917 98.826411 0.033699 1.2131 1.0581 0 89.6191 90.194715 0.024396 1.1717 0.7653 0 95.2427 95.44213 0.027998 0.4554 0.6778 0 92.1159 92.589719 0.016188 0.0007 0.6216 0 99.9924 99.4488 0.053083 0.4417 0.4935 0 85.2604 83.1167

20 0.015493 0.0006 0.4024 0 99.993 99.850516 0.02267 4.5322 0.2086 0 99.775 95.65064 0.173136 0.6339 0.1873 0 62.1341 63.15057 0.061617 5.8273 0.1619 0 84.8187 82.6232

22 0.013674 0.0003 0.1177 0 99.9945 99.99981 0.565682 59.8343 0.0488 0 59.8343 0.0488

21 0.013804 0.0013 0.0317 0 99.9943 99.88223 0.226187 1.5728 0.0134 0 61.5002 62.96325 0.128097 16.8476 0.0094 0 78.9817 63.1599

23 0.012079 0.0042 0.0002 0 99.9987 10024 0.010743 0.0013 0 0 100 100

SISMO YY T C0.093 0.294465 1.767

0.0097 0.074102 2.51.1208 0.039659 2.52.0248 0.043945 2.5

1.9551 0.025594 2.50.1686 0.020476 2.5

PROM 2.48731031

MASA ETABS 0

Story Diaphragm Load UX UY UZ RXAZOTEA AZOTEA SISXX 0.0194 0.0012 0 0AZOTEA AZOTEA SISYY 0.0012 0.0076 0 0AZOTEA AZOTEA2 SISXX 0.0161 0.0035 0 0AZOTEA AZOTEA2 SISYY 0.0008 0.0084 0 0TECHO5 TECHO5 SISXX 0.0155 0.0006 0 0TECHO5 TECHO5 SISYY 0.0009 0.0061 0 0TECHO4 TECHO4 SISXX 0.0121 0.0003 0 0TECHO4 TECHO4 SISYY 0.0007 0.0046 0 0TECHO3 TECHO3 SISXX 0.0085 0.0002 0 0TECHO3 TECHO3 SISYY 0.0006 0.0033 0 0TECHO2 TECHO2 SISXX 0.0051 0.0001 0 0TECHO2 TECHO2 SISYY 0.0003 0.002 0 0TECHO1 TECHO1 SISXX 0.0022 0.0001 0 0TECHO1 TECHO1 SISYY 0.0002 0.0009 0 0

SEMISOTANO SEMISOTA SISXX 0.0002 0 0 0SEMISOTANO SEMISOTA SISYY 0 0.0002 0 0

Story Item Load Point X Y ZAZOTEA Diaph AZOTEA X SISYY 27 10.75 1.66 19.5AZOTEA Diaph AZOTEA2 X SISYY 176 27.73 27.98 19.5AZOTEA Diaph AZOTEA Y SISYY 58 0 9.93 19.5AZOTEA Diaph AZOTEA2 Y SISYY 110 22.68 34.08 19.5TECHO5 Diaph TECHO5 X SISYY 27 10.75 1.66 16.8TECHO5 Diaph TECHO5 Y SISYY 166 0 26.68 16.8TECHO4 Diaph TECHO4 X SISYY 63 0 1.66 14.1TECHO4 Diaph TECHO4 Y SISYY 166 0 26.68 14.1TECHO3 Diaph TECHO3 X SISYY 63 0 1.66 11.4TECHO3 Diaph TECHO3 Y SISYY 166 0 26.68 11.4TECHO2 Diaph TECHO2 X SISYY 63 0 1.66 8.7TECHO2 Diaph TECHO2 Y SISYY 297 27.73 15.435 8.7TECHO1 Diaph TECHO1 X SISYY 63 0 1.66 6TECHO1 Diaph TECHO1 Y SISYY 297 27.73 15.435 6SEMISOTANDiaph SEMISOTA X SISYY 128 0 0 3SEMISOTANDiaph SEMISOTA Y SISYY 176 27.73 27.98 3

Story Load Loc P VX VY TAZOTEA SISXX Top 0 99.59 16.39 1921.655AZOTEA SISXX Bottom 0 99.59 16.39 1921.655AZOTEA SISYY Top 0 16.02 135.48 1933.884AZOTEA SISYY Bottom 0 16.02 135.48 1933.884TECHO5 SISXX Top 0 235.4 18.47 4703.89TECHO5 SISXX Bottom 0 235.4 18.47 4703.89TECHO5 SISYY Top 0 18.07 333.27 4584.368TECHO5 SISYY Bottom 0 18.07 333.27 4584.368TECHO4 SISXX Top 0 335.11 27.63 6701.558TECHO4 SISXX Bottom 0 335.11 27.63 6701.558TECHO4 SISYY Top 0 25.58 486.75 6698.875TECHO4 SISYY Bottom 0 25.58 486.75 6698.875TECHO3 SISXX Top 0 411.73 31.14 8234.016TECHO3 SISXX Bottom 0 411.73 31.14 8234.016TECHO3 SISYY Top 0 28.12 601.42 8277.277TECHO3 SISYY Bottom 0 28.12 601.42 8277.277TECHO2 SISXX Top 0 472.64 32.45 9476.737TECHO2 SISXX Bottom 0 472.64 32.45 9476.737TECHO2 SISYY Top 0 33.09 682.52 9459.539TECHO2 SISYY Bottom 0 33.09 682.52 9459.539TECHO1 SISXX Top 0 514.74 36.08 10388.507TECHO1 SISXX Bottom 0 514.74 36.08 10388.507TECHO1 SISYY Top 0 34.84 731.94 10265.267TECHO1 SISYY Bottom 0 34.84 731.94 10265.267SEMISOTANSISXX Top 0 531.98 46.96 10894.502SEMISOTANSISXX Bottom 0 531.98 46.96 10894.502SEMISOTANSISYY Top 0 46.96 752.35 10719.942SEMISOTANSISYY Bottom 0 46.96 752.35 10719.942

Story Pier Load Loc P V2 V3TECHO1 P1 SISXX Top 11.9 221.86 0.46TECHO1 P1 SISXX Bottom 11.9 221.86 0.46TECHO1 P1 SISYY Top 44.87 110.08 2.77TECHO1 P1 SISYY Bottom 44.87 110.08 2.77TECHO1 P2 SISXX Top 95.56 25.7 174.02TECHO1 P2 SISXX Bottom 95.56 25.7 174.02TECHO1 P2 SISYY Top 83.89 140.57 23.49TECHO1 P2 SISYY Bottom 83.89 140.57 23.49TECHO1 P3 SISXX Top 130.15 86.75 15.2TECHO1 P3 SISXX Bottom 130.15 86.75 15.2TECHO1 P3 SISYY Top 38.94 147.19 1.4TECHO1 P3 SISYY Bottom 38.94 147.19 1.4TECHO1 P4 SISXX Top 80.13 79.82 3.13TECHO1 P4 SISXX Bottom 80.13 79.82 3.13TECHO1 P4 SISYY Top 29.94 150.31 0.72TECHO1 P4 SISYY Bottom 29.94 150.31 0.72TECHO1 P5 SISXX Top 45.66 98.91 2.44TECHO1 P5 SISXX Bottom 45.66 98.91 2.44TECHO1 P5 SISYY Top 7.48 142.26 0.23TECHO1 P5 SISYY Bottom 7.48 142.26 0.23TECHO1 P6 SISXX Top 90.73 83.28 2.67TECHO1 P6 SISXX Bottom 90.73 83.28 2.67TECHO1 P6 SISYY Top 27.71 126.85 0.59TECHO1 P6 SISYY Bottom 27.71 126.85 0.59TECHO1 P7 SISXX Top 23.43 13.32 0.87TECHO1 P7 SISXX Bottom 23.43 13.32 0.87TECHO1 P7 SISYY Top 84.36 40.54 0.12TECHO1 P7 SISYY Bottom 84.36 40.54 0.12TECHO1 P8 SISXX Top 63.33 4.72 6.9TECHO1 P8 SISXX Bottom 63.33 4.72 6.9TECHO1 P8 SISYY Top 109.22 10.45 1.28TECHO1 P8 SISYY Bottom 109.22 10.45 1.28TECHO1 C1 SISXX Top 31.54 4.74 0.48TECHO1 C1 SISXX Bottom 31.54 4.74 0.48TECHO1 C1 SISYY Top 23.13 9.52 0.05TECHO1 C1 SISYY Bottom 23.13 9.52 0.05TECHO1 P9 SISXX Top 23.99 20.05 63.26TECHO1 P9 SISXX Bottom 23.99 20.05 63.26TECHO1 P9 SISYY Top 84.95 50.78 17.46TECHO1 P9 SISYY Bottom 84.95 50.78 17.46

TECHO1 P10 SISXX Top 19.69 20.31 76.79TECHO1 P10 SISXX Bottom 19.69 20.31 76.79TECHO1 P10 SISYY Top 87.08 47.53 20.43TECHO1 P10 SISYY Bottom 87.08 47.53 20.43TECHO1 P11 SISXX Top 5.07 5.85 9.87TECHO1 P11 SISXX Bottom 5.07 5.85 9.87TECHO1 P11 SISYY Top 24.65 56.78 2.76TECHO1 P11 SISYY Bottom 24.65 56.78 2.76

Story Column Load Loc P V2 V3TECHO1 C1 SISXX 0 21.27 0.47 0.68TECHO1 C1 SISXX 1.05 21.27 0.47 0.68TECHO1 C1 SISXX 2.1 21.27 0.47 0.68TECHO1 C1 SISYY 0 21.63 0.21 3.33TECHO1 C1 SISYY 1.05 21.63 0.21 3.33TECHO1 C1 SISYY 2.1 21.63 0.21 3.33TECHO1 C2 SISXX 0 39.07 0.31 0.76TECHO1 C2 SISXX 1.05 39.07 0.31 0.76TECHO1 C2 SISXX 2.1 39.07 0.31 0.76TECHO1 C2 SISYY 0 33.3 0.14 3.73TECHO1 C2 SISYY 1.05 33.3 0.14 3.73TECHO1 C2 SISYY 2.1 33.3 0.14 3.73TECHO1 C3 SISXX 0 2.77 3.62 0.09TECHO1 C3 SISXX 1.05 2.77 3.62 0.09TECHO1 C3 SISXX 2.1 2.77 3.62 0.09

TECHO1 C3 SISYY 0 14.41 0.75 0.44TECHO1 C3 SISYY 1.05 14.41 0.75 0.44TECHO1 C3 SISYY 2.1 14.41 0.75 0.44TECHO1 C11 SISXX 0 33.27 9.88 3.71TECHO1 C11 SISXX 1.05 33.27 9.88 3.71TECHO1 C11 SISXX 2.1 33.27 9.88 3.71TECHO1 C11 SISYY 0 60.4 1.45 10.71TECHO1 C11 SISYY 1.05 60.4 1.45 10.71TECHO1 C11 SISYY 2.1 60.4 1.45 10.71TECHO1 C13 SISXX 0 66.23 12.06 4.11TECHO1 C13 SISXX 1.05 66.23 12.06 4.11TECHO1 C13 SISXX 2.1 66.23 12.06 4.11TECHO1 C13 SISYY 0 101.07 2.32 10.03TECHO1 C13 SISYY 1.05 101.07 2.32 10.03TECHO1 C13 SISYY 2.1 101.07 2.32 10.03

SumUZ RX RY RZ SumRX SumRY SumRZ0 95.8714 0.1147 0.0171 95.9554 92.2432 1.16580 2.8876 0.0016 0.0106 98.9731 98.4797 61.02490 0.2396 0.0744 0.875 99.5837 99.4446 80.43230 0.2749 0.1602 0.7161 99.3441 99.3702 79.55730 0.0796 0.0912 0.8979 99.8635 99.7487 84.87990 0.0477 0.0073 2.717 99.9476 99.9956 89.28890 0.0976 0.1166 1.254 99.7485 99.6347 81.86080 0.0336 0.0028 2.3676 99.9813 99.9984 91.65650 0.0672 0.0735 0.1745 99.6509 99.5181 80.60680 0.0286 0.0523 0.9708 99.8921 99.801 85.85070 0.0353 0.0228 2.1212 99.7838 99.6575 83.9820 0.01 0.0004 1.6155 99.9912 99.9988 93.2720 0.0752 0.0703 17.7933 99.0692 99.21 78.84120 0.0068 0.0005 1.7401 99.998 99.9993 95.0120 0.0078 0.1872 0.7212 99.8999 99.9883 86.57190 0.1076 0.4054 3.5152 96.0734 95.667 60.40620 0.0209 0.66 0.023 98.994 99.1397 61.04790 0.0017 0.0001 0.6901 99.9999 99.9997 97.94760 0.0841 92.1285 1.1487 0.0841 92.1285 1.14870 0.0002 0.0003 2.2455 99.9982 99.9996 97.25750 0.0104 3.0183 55.7251 95.9659 95.2616 56.89090 0.012 2.8111 0.6082 96.0855 98.4781 61.01440 0.0001 0.0003 1.757 100 100 99.70460 0 0 0.2954 100 100 100

SISMO YY T C62.901 0.294465 0.599

19.3014 0.074102 0.8363.0363 0.039659 2.52.9835 0.043945 2.52.0869 0.025594 2.51.7925 0.020476 0.563

PROM 0.81529091

RY RZ Point X Y Z0 0.00036 623 11.478 19.308 19.50 0.00007 623 11.478 19.308 19.50 0.00078 624 25.356 31.198 19.50 0.0004 624 25.356 31.198 19.50 0.00029 625 12.776 20.193 16.80 0.00005 625 12.776 20.193 16.80 0.00022 626 13.164 19.348 14.10 0.00004 626 13.164 19.348 14.10 0.00016 627 13.053 18.829 11.40 0.00003 627 13.053 18.829 11.40 0.00009 628 13.056 18.82 8.70 0.00002 628 13.056 18.82 8.70 0.00004 629 13.09 18.845 60 0.00001 629 13.09 18.845 60 0 630 13.297 17.45 30 0 630 13.297 17.45 3

DriftX DriftY0.0001840.000758

0.0005950.001041

0.0001650.0006 0.000595

0.000158 0.00060.000578 0.000578

0.000146 0.0005290.000529 0.000434

0.000128 0.0002840.000434 0.000065

0.0000960.000284

0.0000090.000065

MX MY0 0

44.252 268.8990 0

365.785 43.26744.252 268.89971.572 888.731

365.785 43.2671249.362 51.381

71.572 888.731118.517 1760.187

1249.362 51.3812535.627 94.088

118.517 1760.187185.814 2811.856

2535.627 94.0884112.157 146.491

185.814 2811.856261.585 4001.149

4112.157 146.4915888.549 219.803

261.585 4001.149349.206 5439.399

5888.549 219.8038002.906 306.669

349.206 5439.399454.849 6940.948

8002.906 306.66910185.135 412.356

T M2 M31.976 0.402 2819.921.976 1.619 3370.972 PLACAS 577.012.177 1.028 1875.4032.177 8.41 2151.217

360.256 3163.717 919.632360.256 3451.742 923.762 COLUMNAS 26.82284.855 420.291 6273.114284.855 444.619 6229.477

32.5 9.057 1336.15832.5 47.434 1548.929 %PLACAS 95.5583525 603.83

6.358 24.986 2621.2046.358 27.302 2977.7021.552 1.219 1283.7781.552 9.569 1468.3411.043 0.188 2618.2641.043 2.129 2982.8340.707 1.038 1401.1520.707 7.542 1644.2720.872 0.104 2143.70.872 0.701 2500.8021.386 1.011 1067.9221.386 8.132 1269.669 0.367421290.869 0.154 1688.7550.869 1.746 2010.5660.159 0.852 8.450.159 3.169 43.983 0.28819370.287 0.124 13.9570.287 0.428 122.4322.594 1.547 6.2562.594 18.362 18.3171.366 2.732 2.5311.366 5.214 28.0340.146 0.531 3.5620.146 1.805 9.3060.143 0.053 6.5630.143 0.18 19.585 PLACAS 916.03

11.417 30.085 241.71311.417 197.969 288.828

13.77 6.154 652.55813.77 49.586 775.953 COLUMNAS 18.87

9.02 70.84 248.2629.02 274.889 295.966

16.246 15.511 599.08216.246 70.174 717.323 %PLACAS 97.9816023 934.9

8.601 3.881 23.728.601 22.856 38.7293.531 1.52 221.6223.531 5.948 371.556

T M2 M30.07 1.143 1.4790.07 0.808 0.9830.07 0.917 0.491

0.069 6.623 0.6610.069 3.144 0.4410.069 0.583 0.222

0.07 1.444 1.1370.07 0.86 0.8170.07 0.896 0.501

0.069 7.016 0.5080.069 3.113 0.3670.069 0.955 0.2270.073 0.247 11.460.073 0.155 7.6680.073 0.065 3.896

0.072 1.16 2.440.072 0.698 1.6520.072 0.238 0.8680.503 10.346 17.9030.503 6.469 7.5420.503 2.656 2.8980.498 27.743 2.1320.498 16.532 0.6730.498 5.48 0.9350.191 8.997 24.3930.191 4.714 11.7470.191 0.972 1.2210.189 22.48 3.2620.189 12.023 1.0970.189 2.346 1.67

Story Diaphragm MassX MassY XCM YCM CumMassXSTORY1 D1 26.7565 26.7565 10.277 6.827 26.7565STORY2 D2 26.7565 26.7565 10.277 6.827 26.7565STORY3 D3 26.7565 26.7565 10.277 6.827 26.7565STORY4 D4 24.2015 24.2015 10.407 6.827 24.2015

CumMassY XCCM YCCM XCR YCR26.7565 10.277 6.827 8.447 6.822 Piso Masa26.7565 10.277 6.827 8.54 6.819 Sótano26.7565 10.277 6.827 8.622 6.818 1er piso 26.7624.2015 10.407 6.827 8.676 6.819 Piso típico 26.76

Azotea 24.2015

Masa total 104.47

Mode Period UX UY UZ SumUX SumUY1 0.265883 72.8044 0.0002 0 72.8044 0.00025 0.058387 19.8496 0.0032 0 92.6575 91.82128 0.026045 5.7845 0 0 98.4421 98.0659

11 0.017147 1.5579 0 0 100 99.81474 0.058646 0.0033 18.308 0 72.8078 91.8182 0.256038 0.0001 70.3211 0 72.8045 70.32123 0.183569 0.0001 3.1889 0 72.8045 73.51017 0.026633 0 5.3327 0 92.6575 98.0659

10 0.017765 0 1.4283 0 98.4421 99.81476 0.041829 0 0.9119 0 92.6575 92.73329 0.019783 0 0.3205 0 98.4421 98.3864

12 0.01384 0 0.1853 0 100 100

SumUZ RX RY RZ SumRX SumRY SumRZ0 0.0002 98.3624 0 0.0002 98.3624 00 0.0002 1.3822 0.0001 99.6844 99.7451 74.31710 0 0.2242 0 99.9552 99.9693 94.03780 0 0.0307 0 99.9965 100 99.03920 1.1119 0.0002 1.0018 99.6842 98.3628 74.3170 94.3383 0.0002 3.3386 94.3385 98.3625 3.33860 4.2338 0.0001 69.9765 98.5723 98.3626 73.31510 0.2104 0 0.3197 99.9552 99.7451 94.03780 0.0277 0 0.041 99.9965 99.9693 99.03920 0.0604 0 19.401 99.7449 99.7451 93.7180 0.0136 0 4.9604 99.9688 99.9693 98.99820 0.0035 0 0.9608 100 100 100

x-x y-y99.9999 100.0001

Suelo S1 C x-x 2.50Tp 0.4 C y-y 2.50

ordenar de mayor a menor el Ux y copiarlo con el T ordenar de mayor a menor de Uy y copiar aquí

SISMO XX T C SISMO YY T72.8044 0.265883 2.50 70.3211 0.25603819.8496 0.058387 2.50 18.308 0.0586465.7845 0.026045 2.50 5.3327 0.0266331.5579 0.017147 2.50 3.1889 0.1835690.0033 0.058646 2.50 1.4283 0.0177650.0001 0.256038 2.50 0.9119 0.0418290.0001 0.183569 2.50 0.3205 0.019783

0 0.026633 2.50 0.1853 0.013840 0.017765 2.50 0.0032 0.0583870 0.041829 2.50 0.0002 0.2658830 0.019783 2.50 0 0.0260450 0.01384 2.50 0 0.017147

PROM 2.50 PROM

C2.502.502.502.502.502.502.502.502.502.502.502.50

2.50

Story Load Loc P VX VYSTORY4 SISX Top 0 57.58 0.04STORY4 SISX Bottom 0 57.58 0.04STORY4 SISY Top 0 0.04 55.19STORY4 SISY Bottom 0 0.04 55.19STORY3 SISX Top 0 95.47 0.07STORY3 SISX Bottom 0 95.47 0.07STORY3 SISY Top 0 0.07 92.08STORY3 SISY Bottom 0 0.07 92.08STORY2 SISX Top 0 118.79 0.09STORY2 SISX Bottom 0 118.79 0.09STORY2 SISY Top 0 0.09 114.87STORY2 SISY Bottom 0 0.09 114.87STORY1 SISX Top 0 129.45 0.1STORY1 SISX Bottom 0 129.45 0.1STORY1 SISY Top 0 0.1 125.24STORY1 SISY Bottom 0 0.1 125.24

le he puesto una formulaT MX MY Cortante basal xx 129.45

432.643 0 0 Cortante basal yy 125.24432.643 0.129 172.738738.218 0 0738.218 165.568 0.129

721.9 0.129 172.738721.9 0.336 453.711

1232.968 165.568 0.1291232.968 436.924 0.334905.376 0.336 453.711905.376 0.587 798.5171546.82 436.924 0.3341546.82 770.948 0.585994.476 0.587 798.517994.476 0.862 1173.577

1698.679 770.948 0.5851698.679 1134.399 0.861

Story Diaphragm Load UX UY UZ RXSTORY4 D4 SISY 0 0.0036 0 0STORY3 D3 SISY 0 0.0025 0 0STORY2 D2 SISY 0 0.0014 0 0STORY1 D1 SISY 0 0.0005 0 0

SISX UXSTORY4 D4 SISX 0.004STORY3 D3 SISX 0.0027STORY2 D2 SISX 0.0015STORY1 D1 SISX 0.0005

SISY UXSTORY4 D4 SISY 0STORY3 D3 SISY 0STORY2 D2 SISY 0STORY1 D1 SISY 0

RY RZ Point X Y Z0 0.00012 59 10.407 6.827 120 0.00008 60 10.277 6.827 90 0.00004 61 10.277 6.827 60 0.00002 62 10.277 6.827 3

UY0000

UY0.00360.00250.00140.0005

SISMO XX

Story Item Load Point XSTORY4 Diaph D4 X SISY 26 21.83STORY4 Diaph D4 Y SISY 30 21.83STORY3 Diaph D3 X SISY 26 21.83STORY3 Diaph D3 Y SISY 30 21.83STORY2 Diaph D2 X SISY 26 21.83STORY2 Diaph D2 Y SISY 30 21.83STORY1 Diaph D1 X SISY 21 19.45STORY1 Diaph D1 Y SISY 21 19.45

Y Z DriftX DriftY0 12 0.00008 0

4.75 12 0.000488 00 9 0.000081 0

4.75 9 0.000495 00 6 0.000068

4.75 6 0.000417 esta webada se pone manualmente?0 3 0.0000340 3 0.000193 drift X driftY

0.00043 0.0004880.000427 0.0004950.000352 0.0004170.000165 0.000193

ZZona 3 0.40Zona 2 0.30Zona 1 0.15

UComunes 1.0

Importantes 1.3Esenciales 1.5

SS1 1.0S2 1.2S3 1.4

Tipo Sistema estructural R

AceroPórticos resistentes a momentos 9.5

Arriostres excéntricos 6.5Arriostres en cruz 6

Concreto

Pórticos 8Dual 7

Muros estructurales 6MDL 4

Albañilería Armado o confinada 3

Madera Por esfuerzos admisibles 7