ANLISIS SSMICO DEL EDIFICIO TIPO C

A. CHEQUEO DE DERIVAS POR PUNTOS EN LA EDIFICACIN:

DESPLAZAMIENTOS LATERALES PERMISIBLES:

(Di / hei)0.0070.0100.0050.010

Ductilidad LimitadaMadera

LMITES PARA DESPLAZAMIENTO LATERAL DE ENTREPISOEl mximo desplazamiento de entrepiso, calculado segn el ANEXO N1 - Item 4, no deber exceder la fraccin de la altura deentrepiso que se indica en la siguiente tabla:

Estos lmites no son aplicables a naves industrialesMaterial Predominante

Concreto ArmadoAcero

DESPLAZAMIENTOS LATERALES ETABS (TABLA - POINTS DRIFTS):

R = 4 Indicar Factor de Reduccin Ssmico Material = Indicar Material PredominanteMX = 0.0014 MX = 0.0012 MX = 0.0041 MX = 0.0036

Story Point Load DispX DispY DriftX DriftY Dx0.75xR Dx0.75xR REVISIN X-X REVISIN Y-YPISO10 150 SXX 0.0184 0.0026 0.00098 0.000148 0.0029 0.0004 OK OKPISO9 150 SXX 0.0159 0.0023 0.000993 0.000148 0.0030 0.0004 OK OKPISO8 150 SXX 0.0135 0.0019 0.000995 0.000146 0.0030 0.0004 OK OKPISO7 150 SXX 0.0111 0.0015 0.000973 0.00014 0.0029 0.0004 OK OKPISO6 150 SXX 0.0087 0.0012 0.000918 0.00013 0.0028 0.0004 OK OKPISO5 150 SXX 0.0064 0.0009 0.000817 0.000114 0.0025 0.0003 OK OKPISO4 150 SXX 0.0044 0.0006 0.000683 0.000094 0.0020 0.0003 OK OKPISO3 150 SXX 0.0027 0.0004 0.000554 0.000075 0.0017 0.0002 OK OKPISO2 150 SXX 0.0014 0.0002 0.000386 0.000051 0.0012 0.0002 OK OKPISO1 150 SXX 0.0004 0.0001 0.00016 0.000021 0.0005 0.0001 OK OKPISO10 150 SYY 0.0068 0.017 0.000352 0.000928 0.0011 0.0028 OK OKPISO9 150 SYY 0.0059 0.0147 0.000358 0.000933 0.0011 0.0028 OK OKPISO8 150 SYY 0.005 0.0124 0.00036 0.000925 0.0011 0.0028 OK OKPISO7 150 SYY 0.0041 0.0102 0.000355 0.000895 0.0011 0.0027 OK OKPISO6 150 SYY 0.0033 0.008 0.000338 0.000839 0.0010 0.0025 OK OKPISO5 150 SYY 0.0024 0.0059 0.000304 0.000749 0.0009 0.0022 OK OKPISO4 150 SYY 0.0017 0.004 0.000257 0.000633 0.0008 0.0019 OK OKPISO3 150 SYY 0.001 0.0025 0.000211 0.000508 0.0006 0.0015 OK OKPISO2 150 SYY 0.0005 0.0012 0.000149 0.00035 0.0004 0.0011 OK OKPISO1 150 SYY 0.0002 0.0004 0.000062 0.000145 0.0002 0.0004 OK OKPISO10 151 SXX 0.0179 0.0071 0.000955 0.000399 0.0029 0.0012 OK OKPISO9 151 SXX 0.0155 0.0061 0.000968 0.0004 0.0029 0.0012 OK OKPISO8 151 SXX 0.0131 0.0051 0.00097 0.000394 0.0029 0.0012 OK OKPISO7 151 SXX 0.0108 0.0042 0.000948 0.000379 0.0028 0.0011 OK OKPISO6 151 SXX 0.0084 0.0032 0.000893 0.000351 0.0027 0.0011 OK OKPISO5 151 SXX 0.0062 0.0024 0.000795 0.000307 0.0024 0.0009 OK OKPISO4 151 SXX 0.0043 0.0016 0.000664 0.000253 0.0020 0.0008 OK OKPISO3 151 SXX 0.0026 0.001 0.000538 0.000202 0.0016 0.0006 OK OKPISO2 151 SXX 0.0013 0.0005 0.000375 0.000138 0.0011 0.0004 OK OKPISO1 151 SXX 0.0004 0.0001 0.000156 0.000056 0.0005 0.0002 OK OKPISO10 151 SYY 0.0063 0.0182 0.000328 0.000995 0.0010 0.0030 OK OKPISO9 151 SYY 0.0055 0.0158 0.000333 0.001 0.0010 0.0030 OK OKPISO8 151 SYY 0.0047 0.0133 0.000336 0.000991 0.0010 0.0030 OK OKPISO7 151 SYY 0.0039 0.0109 0.000331 0.000959 0.0010 0.0029 OK OKPISO6 151 SYY 0.003 0.0085 0.000315 0.000898 0.0009 0.0027 OK OKPISO5 151 SYY 0.0023 0.0063 0.000284 0.000801 0.0009 0.0024 OK OKPISO4 151 SYY 0.0016 0.0043 0.000241 0.000677 0.0007 0.0020 OK OKPISO3 151 SYY 0.001 0.0027 0.000197 0.000544 0.0006 0.0016 OK OKPISO2 151 SYY 0.0005 0.0013 0.000139 0.000375 0.0004 0.0011 OK OKPISO1 151 SYY 0.0001 0.0004 0.000058 0.000155 0.0002 0.0005 OK OKPISO10 152 SXX 0.0161 0.0071 0.000874 0.000399 0.0026 0.0012 OK OKPISO9 152 SXX 0.014 0.0061 0.000884 0.0004 0.0027 0.0012 OK OKPISO8 152 SXX 0.0118 0.0051 0.000882 0.000394 0.0026 0.0012 OK OKPISO7 152 SXX 0.0096 0.0042 0.000857 0.000379 0.0026 0.0011 OK OKPISO6 152 SXX 0.0075 0.0032 0.000803 0.000351 0.0024 0.0011 OK OKPISO5 152 SXX 0.0055 0.0024 0.00071 0.000307 0.0021 0.0009 OK OKPISO4 152 SXX 0.0038 0.0016 0.000589 0.000253 0.0018 0.0008 OK OKPISO3 152 SXX 0.0023 0.001 0.000475 0.000202 0.0014 0.0006 OK OKPISO2 152 SXX 0.0012 0.0005 0.000329 0.000138 0.0010 0.0004 OK OKPISO1 152 SXX 0.0003 0.0001 0.000137 0.000056 0.0004 0.0002 OK OKPISO10 152 SYY 0.0041 0.0182 0.000208 0.000995 0.0006 0.0030 OK OKPISO9 152 SYY 0.0036 0.0158 0.000212 0.001 0.0006 0.0030 OK OKPISO8 152 SYY 0.003 0.0133 0.000215 0.000991 0.0006 0.0030 OK OKPISO7 152 SYY 0.0025 0.0109 0.000212 0.000959 0.0006 0.0029 OK OKPISO6 152 SYY 0.002 0.0085 0.000203 0.000898 0.0006 0.0027 OK OKPISO5 152 SYY 0.0015 0.0063 0.000184 0.000801 0.0006 0.0024 OK OKPISO4 152 SYY 0.001 0.0043 0.000157 0.000677 0.0005 0.0020 OK OKPISO3 152 SYY 0.0006 0.0027 0.000129 0.000544 0.0004 0.0016 OK OKPISO2 152 SYY 0.0003 0.0013 0.000091 0.000375 0.0003 0.0011 OK OKPISO1 152 SYY 0.0001 0.0004 0.000038 0.000155 0.0001 0.0005 OK OKPISO10 153 SXX 0.0179 0.0107 0.000955 0.000605 0.0029 0.0018 OK OK

DERIVAS DE PUNTOS (POINTS DRIFTS)Ducti lidad Limitada

B. CHEQUEO DE DERIVAS POR PISOS EN LA EDIFICACIN:

C. CHEQUEO DE DERIVAS POR DIAFRAGMAS EN LA EDIFICACIN:

DESPLAZAMIENTOS LATERALES ETABS (TABLA - STORY DRIFTS):

R = 4 Indicar Factor de Reduccin Ssmico Material = Indicar Material PredominanteMX = 0.0014 MX = 0.0012 MX = 0.0041 MX = 0.0036

Story Item Load Point X Y Z DriftX DriftY Dx0.75xR Dx0.75xR REVISIN X-X REVISIN Y-YPISO10 Max Drift X SXX 239 16.05 18.225 24.7 0.001369 0.0041 OKPISO10 Max Drift Y SXX 187 -0.025 13.1 24.7 0.000887 0.0027 OKPISO10 Max Drift X SYY 272 11.725 0 24.7 0.000352 0.0011 OKPISO10 Max Drift Y SYY 454 20.775 9.675 24.7 0.001196 0.0036 OKPISO9 Max Drift X SXX 239 16.05 18.225 22.23 0.001369 0.0041 OKPISO9 Max Drift Y SXX 393 -0.025 9.675 22.23 0.00089 0.0027 OKPISO9 Max Drift X SYY 272 11.725 0 22.23 0.000358 0.0011 OKPISO9 Max Drift Y SYY 454 20.775 9.675 22.23 0.001205 0.0036 OKPISO8 Max Drift X SXX 239 16.05 18.225 19.76 0.001342 0.0040 OKPISO8 Max Drift Y SXX 393 -0.025 9.675 19.76 0.000878 0.0026 OKPISO8 Max Drift X SYY 272 11.725 0 19.76 0.00036 0.0011 OKPISO8 Max Drift Y SYY 454 20.775 9.675 19.76 0.001199 0.0036 OKPISO7 Max Drift X SXX 239 16.05 18.225 17.29 0.001279 0.0038 OKPISO7 Max Drift Y SXX 187 -0.025 13.1 17.29 0.000844 0.0025 OKPISO7 Max Drift X SYY 272 11.725 0 17.29 0.000355 0.0011 OKPISO7 Max Drift Y SYY 454 20.775 9.675 17.29 0.001164 0.0035 OKPISO6 Max Drift X SXX 239 16.05 18.225 14.82 0.001171 0.0035 OKPISO6 Max Drift Y SXX 393 -0.025 9.675 14.82 0.000781 0.0023 OKPISO6 Max Drift X SYY 272 11.725 0 14.82 0.000338 0.0010 OKPISO6 Max Drift Y SYY 454 20.775 9.675 14.82 0.001094 0.0033 OKPISO5 Max Drift X SXX 239 16.05 18.225 12.35 0.00101 0.0030 OKPISO5 Max Drift Y SXX 393 -0.025 9.675 12.35 0.000682 0.0020 OKPISO5 Max Drift X SYY 272 11.725 0 12.35 0.000304 0.0009 OKPISO5 Max Drift Y SYY 454 20.775 9.675 12.35 0.000978 0.0029 OKPISO4 Max Drift X SXX 239 16.05 18.225 9.88 0.00082 0.0025 OKPISO4 Max Drift Y SXX 393 -0.025 9.675 9.88 0.000564 0.0017 OKPISO4 Max Drift X SYY 272 11.725 0 9.88 0.000257 0.0008 OKPISO4 Max Drift Y SYY 454 20.775 9.675 9.88 0.000827 0.0025 OKPISO3 Max Drift X SXX 239 16.05 18.225 7.41 0.000648 0.0019 OKPISO3 Max Drift Y SXX 393 -0.025 9.675 7.41 0.000451 0.0014 OKPISO3 Max Drift X SYY 272 11.725 0 7.41 0.000211 0.0006 OKPISO3 Max Drift Y SYY 454 20.775 9.675 7.41 0.000667 0.0020 OKPISO2 Max Drift X SXX 239 16.05 18.225 4.94 0.000437 0.0013 OKPISO2 Max Drift Y SXX 393 -0.025 9.675 4.94 0.000309 0.0009 OKPISO2 Max Drift X SYY 272 11.725 0 4.94 0.000149 0.0004 OKPISO2 Max Drift Y SYY 454 20.775 9.675 4.94 0.000462 0.0014 OKPISO1 Max Drift X SXX 239 16.05 18.225 2.47 0.000178 0.0005 OKPISO1 Max Drift Y SXX 187 -0.025 13.1 2.47 0.000125 0.0004 OKPISO1 Max Drift X SYY 272 11.725 0 2.47 0.000062 0.0002 OKPISO1 Max Drift Y SYY 248 20.775 13.15 2.47 0.000192 0.0006 OK

Ductilidad LimitadaDERIVAS DE PUNTOS (STORY DRIFTS)

DESPLAZAMIENTOS LATERALES ETABS (TABLA - DIAPHRAGM DRIFTS):

R = 4 Indicar Factor de Reduccin Ssmico Material = Indicar Material PredominanteMX = 0.0014 MX = 0.0012 MX = 0.0041 MX = 0.0036

Story Item Load Point X Y Z DriftX DriftY Dx0.75xR Dx0.75xR REVISIN X-X REVISIN Y-YPISO10 Diaph D1 X SXX 239 16.05 18.225 24.7 0.001369 0.0041 OKPISO10 Diaph D1 Y SXX 187 -0.025 13.1 24.7 0.000887 0.0027 OKPISO10 Diaph D1 X SYY 272 11.725 0 24.7 0.000352 0.0011 OKPISO10 Diaph D1 Y SYY 454 20.775 9.675 24.7 0.001196 0.0036 OKPISO9 Diaph D1 X SXX 239 16.05 18.225 22.23 0.001369 0.0041 OKPISO9 Diaph D1 Y SXX 393 -0.025 9.675 22.23 0.00089 0.0027 OKPISO9 Diaph D1 X SYY 272 11.725 0 22.23 0.000358 0.0011 OKPISO9 Diaph D1 Y SYY 454 20.775 9.675 22.23 0.001205 0.0036 OKPISO8 Diaph D1 X SXX 239 16.05 18.225 19.76 0.001342 0.0040 OKPISO8 Diaph D1 Y SXX 393 -0.025 9.675 19.76 0.000878 0.0026 OKPISO8 Diaph D1 X SYY 272 11.725 0 19.76 0.00036 0.0011 OKPISO8 Diaph D1 Y SYY 454 20.775 9.675 19.76 0.001199 0.0036 OKPISO7 Diaph D1 X SXX 239 16.05 18.225 17.29 0.001279 0.0038 OKPISO7 Diaph D1 Y SXX 187 -0.025 13.1 17.29 0.000844 0.0025 OKPISO7 Diaph D1 X SYY 272 11.725 0 17.29 0.000355 0.0011 OKPISO7 Diaph D1 Y SYY 454 20.775 9.675 17.29 0.001164 0.0035 OKPISO6 Diaph D1 X SXX 239 16.05 18.225 14.82 0.001171 0.0035 OKPISO6 Diaph D1 Y SXX 393 -0.025 9.675 14.82 0.000781 0.0023 OKPISO6 Diaph D1 X SYY 272 11.725 0 14.82 0.000338 0.0010 OKPISO6 Diaph D1 Y SYY 454 20.775 9.675 14.82 0.001094 0.0033 OKPISO5 Diaph D1 X SXX 239 16.05 18.225 12.35 0.00101 0.0030 OKPISO5 Diaph D1 Y SXX 393 -0.025 9.675 12.35 0.000682 0.0020 OKPISO5 Diaph D1 X SYY 272 11.725 0 12.35 0.000304 0.0009 OKPISO5 Diaph D1 Y SYY 454 20.775 9.675 12.35 0.000978 0.0029 OKPISO4 Diaph D1 X SXX 239 16.05 18.225 9.88 0.00082 0.0025 OKPISO4 Diaph D1 Y SXX 393 -0.025 9.675 9.88 0.000564 0.0017 OKPISO4 Diaph D1 X SYY 272 11.725 0 9.88 0.000257 0.0008 OKPISO4 Diaph D1 Y SYY 454 20.775 9.675 9.88 0.000827 0.0025 OKPISO3 Diaph D1 X SXX 239 16.05 18.225 7.41 0.000648 0.0019 OKPISO3 Diaph D1 Y SXX 393 -0.025 9.675 7.41 0.000451 0.0014 OKPISO3 Diaph D1 X SYY 272 11.725 0 7.41 0.000211 0.0006 OKPISO3 Diaph D1 Y SYY 454 20.775 9.675 7.41 0.000667 0.0020 OKPISO2 Diaph D1 X SXX 239 16.05 18.225 4.94 0.000437 0.0013 OKPISO2 Diaph D1 Y SXX 393 -0.025 9.675 4.94 0.000309 0.0009 OKPISO2 Diaph D1 X SYY 272 11.725 0 4.94 0.000149 0.0004 OKPISO2 Diaph D1 Y SYY 454 20.775 9.675 4.94 0.000462 0.0014 OKPISO1 Diaph D1 X SXX 239 16.05 18.225 2.47 0.000178 0.0005 OKPISO1 Diaph D1 Y SXX 187 -0.025 13.1 2.47 0.000125 0.0004 OKPISO1 Diaph D1 X SYY 272 11.725 0 2.47 0.000062 0.0002 OKPISO1 Diaph D1 Y SYY 248 20.775 13.15 2.47 0.000192 0.0006 OK

Ductilidad LimitadaDERIVAS DE PUNTOS (DIAPHRAGM DRIFTS)

D. PARTICIPACIN MODAL:

E. ANLISIS ESTTICO:

TABLA ETABS: MODAL PARTICIPATION MASS RATIOS

N Mode Period UX UY UZ SumUX SumUY SumUZ RX RY RZ SumRX SumRY SumRZ1 1 0.5599 9.8527 0.1939 0 9.8527 0.1939 0 0.3042 15.222 52.5016 0.3042 15.222 52.50162 2 0.4406 51.6746 0.6196 0 61.5273 0.8135 0 0.9581 81.0413 8.7237 1.2623 96.2633 61.22533 3 0.4318 0.2878 61.9986 0 61.8150 62.8121 0 95.9139 0.4595 0.5077 97.1762 96.7228 61.7334 4 0.1239 4.2494 0.0089 0 66.0644 62.8210 0 0.0022 0.429 16.8315 97.1784 97.1518 78.56455 5 0.0903 17.3752 0.6094 0 83.4396 63.4304 0 0.0675 2.3662 4.5622 97.2459 99.518 83.12676 6 0.0883 0.4434 21.6832 0 83.8830 85.1136 0 2.4164 0.0629 0.1857 99.6623 99.5809 83.31247 7 0.0541 1.6673 0.0008 0 85.5503 85.1144 0 0 0.0715 5.5736 99.6623 99.6524 88.8868 8 0.0384 1.6541 5.2118 0 87.2044 90.3262 0 0.1855 0.069 0.5331 99.8478 99.7214 89.41919 9 0.0381 4.3754 1.9496 0 91.5798 92.2758 0 0.0692 0.1818 1.4763 99.917 99.9032 90.8954

10 10 0.0321 0.9179 0.0000 0 92.4977 92.2758 0 0 0.0157 2.8066 99.917 99.9189 93.70211 11 0.0233 0.0463 3.3491 0 92.5440 95.6249 0 0.0519 0.0008 0.0205 99.9689 99.9197 93.722512 12 0.0228 2.7051 0.0592 0 95.2491 95.6841 0 0.0009 0.0456 1.0543 99.9698 99.9653 94.776813 13 0.022194 0.6039 0.0002 0 95.853 95.6842 0 0 0.0067 1.5517 99.9698 99.972 96.328514 14 0.016779 0.3335 0.0057 0 96.1865 95.6899 0 0.0001 0.0025 0.8757 99.9699 99.9745 97.204215 15 0.016631 0.0291 1.807 0 96.2156 97.4969 0 0.017 0.0003 0.0012 99.9869 99.9747 97.205416 16 0.016239 1.5113 0.0223 0 97.7269 97.5191 0 0.0002 0.0141 0.6099 99.9871 99.9888 97.815317 17 0.013413 0.2222 0.0002 0 97.9491 97.5193 0 0 0.0013 0.5747 99.9871 99.9902 98.3918 18 0.012903 0.0154 1.0049 0 97.9645 98.5242 0 0.0064 0.0001 0.0045 99.9935 99.9903 98.394519 19 0.012709 0.6933 0.0194 0 98.6578 98.5436 0 0.0001 0.0043 0.3022 99.9936 99.9946 98.696720 20 0.011367 0.1731 0 0 98.831 98.5437 0 0 0.0009 0.415 99.9936 99.9954 99.1116

0.5599 seg

MODAL PARTICIPATING MASS RATIOS

El perodo fundamental de la edificacin ser igual a:

A. DATOS TABLA ETABS - AUTO SEISMIC LOADS TO STORIES:

N Case Type Story FX FY FZ MX MY MZ X Y Z10 FEQ USER_COEFF PISO10 60824.71 0 0 0 0 -55426.559 10.369 9.06 259 FEQ USER_COEFF PISO9 75340.02 0 0 0 0 -68653.648 10.357 9.11 228 FEQ USER_COEFF PISO8 66968.91 0 0 0 0 -61025.465 10.357 9.11 207 FEQ USER_COEFF PISO7 58597.79 0 0 0 0 -53397.282 10.357 9.11 176 FEQ USER_COEFF PISO6 50226.68 0 0 0 0 -45769.099 10.357 9.11 155 FEQ USER_COEFF PISO5 41855.57 0 0 0 0 -38140.916 10.357 9.11 124 FEQ USER_COEFF PISO4 36705.34 0 0 0 0 -33447.765 10.36 9.18 9.93 FEQ USER_COEFF PISO3 29944.67 0 0 0 0 -27287.098 10.362 9.24 7.42 FEQ USER_COEFF PISO2 19963.11 0 0 0 0 -18191.399 10.362 9.24 4.91 FEQ USER_COEFF PISO1 9981.56 0 0 0 0 -9095.699 10.362 9.24 2.5

FUERZAS POR ENTREPISO DEL ANLISIS SSMICO ESTTICO POR FUERZAS ESTTICAS EQUIVALENTES

B. PESO DE LA EDIFICACIN Y CORTANTE BASAL, TABLA ETABS - AUTO SEISMIC USER COEFFICIENT:

Case Dir EccRatio EccOverrides TopStory BotStory C K WeightUsed BaseShearFEQ X + EccY 0.05 No PISO10 BASE 0.179 1 2521883.27 450408.35

2521883.27 kg2521.88 tn

450408.35 kg450.41 tn

La cortante basal por anlisis esttico en "kg" ser de:La cortante basal por anlisis esttico en "tn" ser de:

CORTANTES POR ENTREPISO DEL ANLISIS SSMICO ESTTICO POR FUERZAS ESTTICAS EQUIVALENTES

El peso de la edificacin en "kg" ser de:El peso de la edificacin en "tn" ser de:

C. GRFICA DE LAS CORTANTES POR ENTREPISO DEL ANLISIS ESTTICO:

N Entrepiso Fuerza Entrepiso Cortante x Nivel (kg) Cortante x Nivel (tn)10 PISO10 60824.71 60824.71 60.829 PISO9 75340.02 136164.73 136.168 PISO8 66968.91 203133.64 203.137 PISO7 58597.79 261731.43 261.736 PISO6 50226.68 311958.11 311.965 PISO5 41855.57 353813.68 353.814 PISO4 36705.34 390519.02 390.523 PISO3 29944.67 420463.69 420.462 PISO2 19963.11 440426.80 440.431 PISO1 9981.56 450408.36 450.41

FUERZAS CORTANTES POR NIVEL PRODUCTO DEL ANLISIS ESTTICO

F. ANLISIS DINMICO:

A. DATOS TABLA ETABS - STORY SHEARS:

N Story Load Loc P VX VY T MX MY10 PISO10 SXX Top 0 63002.78 2690.55 836287.811 0 0

PISO10 SXX Bottom 0 63002.78 2690.55 836287.811 6645.662 155616.86PISO10 SYY Top 0 2679.34 74475.15 866818.891 0 0PISO10 SYY Bottom 0 2679.34 74475.15 866818.891 183953.625 6617.976

9 PISO9 SXX Top 0 128029.46 5252.16 1666106.752 6645.661 155616.86PISO9 SXX Bottom 0 128029.46 5252.16 1666106.752 19512.682 470214.18PISO9 SYY Top 0 5174.21 150531.16 1758247.867 183953.625 6617.977PISO9 SYY Bottom 0 5174.21 150531.16 1758247.867 553039.319 19276.17

8 PISO8 SXX Top 0 177280.2 7041.07 2296130.205 19512.681 470214.181PISO8 SXX Bottom 0 177280.2 7041.07 2296130.205 36525.078 902317.959PISO8 SYY Top 0 6934.81 208897.06 2449388.807 553039.32 19276.171PISO8 SYY Bottom 0 6934.81 208897.06 2449388.807 1061378.241 36000.014

7 PISO7 SXX Top 0 216203.54 8406.43 2796444.62 36525.079 902317.961PISO7 SXX Bottom 0 216203.54 8406.43 2796444.62 56465.581 1423933.285PISO7 SYY Top 0 8302.16 255070.32 3003793.798 1061378.24 36000.014PISO7 SYY Bottom 0 8302.16 255070.32 3003793.798 1676740.153 55652.621

6 PISO6 SXX Top 0 247803.84 9562.33 3208755.363 56465.582 1423933.287PISO6 SXX Bottom 0 247803.84 9562.33 3208755.363 78711.609 2015999.417PISO6 SYY Top 0 9489.53 292608.25 3462064.253 1676740.153 55652.62PISO6 SYY Bottom 0 9489.53 292608.25 3462064.253 2376235.888 77676.295

5 PISO5 SXX Top 0 273602.96 10596.8 3553879.994 78711.609 2015999.418PISO5 SXX Bottom 0 273602.96 10596.8 3553879.994 102968.984 2664396.686PISO5 SYY Top 0 10574.59 323525.94 3845944.334 2376235.888 77676.295PISO5 SYY Bottom 0 10574.59 323525.94 3845944.334 3143130.504 101836.455

4 PISO4 SXX Top 0 296414.67 11618.96 3868308.249 102968.985 2664396.687PISO4 SXX Bottom 0 296414.67 11618.96 3868308.249 129182.007 3361435.679PISO4 SYY Top 0 11634.48 351156.45 4194411.405 3143130.504 101836.455PISO4 SYY Bottom 0 11634.48 351156.45 4194411.405 3968405.882 128097.023

3 PISO3 SXX Top 0 315453.53 12579.95 4140817.843 129182.008 3361435.68PISO3 SXX Bottom 0 315453.53 12579.95 4140817.843 157312.046 4099385.4PISO3 SYY Top 0 12609.66 374458 4493005.115 3968405.883 128097.023PISO3 SYY Bottom 0 12609.66 374458 4493005.115 4843029.076 156388.87

2 PISO2 SXX Top 0 328119.18 13282.89 4331105.284 157312.046 4099385.401PISO2 SXX Bottom 0 328119.18 13282.89 4331105.284 187108.601 4867077.315PISO2 SYY Top 0 13297.82 390084.25 4700210.575 4843029.076 156388.87PISO2 SYY Bottom 0 13297.82 390084.25 4700210.575 5754073.166 186385.56

1 PISO1 SXX Top 0 334208.49 13597.88 4427650.734 187108.601 4867077.313PISO1 SXX Bottom 0 334208.49 13597.88 4427650.734 218095.242 5653398.229PISO1 SYY Top 0 13597.91 397140.65 4803507.44 5754073.166 186385.56PISO1 SYY Bottom 0 13597.91 397140.65 4803507.44 6687902.97 217544.439

CORTANTES POR ENTREPISO DEL ANLISIS SSMICO DINMICO

B. CLCULO DE REACCIONS EN LA BASE, TABLA ETABS - RESPONSE SPECTRUM BASE REACTIONS:

N Spec Mode Dir F1 F2 F3 M1 M2 M31 SXX 1 U1 44441.91 -6234.56 0 113785.361 804865.647 -469782.1072 SXX 2 U1 296483.41 32464.96 0 -588218.235 5409867.249 -2366624.9623 SXX 3 U1 1686.87 -24758.89 0 448696.363 31055.695 -271866.8984 SXX 4 U1 26800.26 -1226.88 0 8792.63 124065.842 -259520.2845 SXX 5 U1 109582.89 20523.23 0 -99510.152 589221.079 -796107.136 SXX 6 U1 2796.5 -19555.8 0 95120.013 15349.117 -228277.2717 SXX 7 U1 10515.2 -226.11 0 679.547 31730.341 -99938.9038 SXX 8 U1 10432.09 18517.65 0 -50898.855 31043.399 95215.3049 SXX 9 U1 27595.03 -18420.21 0 50560.536 81955.065 -447055.90610 SXX 10 U1 5789.34 -22.67 0 119.569 11034.569 -54330.70411 SXX 11 U1 291.9 2483.08 0 -4504.585 555.581 22992.87712 SXX 12 U1 17060.78 -2523.71 0 4552.588 32282.614 -185424.86313 SXX 13 U1 3808.68 60.03 0 -108.617 5840.443 -34462.97214 SXX 14 U1 2103.37 -274.1 0 394.39 2632.753 -22204.61915 SXX 15 U1 183.51 1446.15 0 -2043.861 256.269 13305.33216 SXX 16 U1 9531.43 -1157 0 1618.589 13419.29 -99712.33717 SXX 17 U1 1401.47 -42.22 0 45.786 1585.855 -13259.12718 SXX 18 U1 97.38 785.59 0 -916.536 112.391 7235.17819 SXX 19 U1 4372.56 -731.31 0 844.84 5007.758 -47789.14320 SXX 20 U1 1091.81 -15.61 0 14.402 1117.983 -10295.61821 SXX 21 U1 41.69 417.9 0 -429.783 42.152 3951.50522 SXX 22 U1 2694.01 -384.92 0 390.012 2667.852 -28628.41723 SXX 23 U1 514.28 -0.2 0 -1.379 491.695 -4767.34224 SXX 24 U1 1925.07 483.64 0 -456.751 1722.859 -12862.26225 SXX 25 U1 93.66 -477.5 0 446.741 82.945 -5814.2126 SXX 26 U1 540.78 -5.98 0 4.891 471.481 -5076.48827 SXX 27 U1 667.5 10.54 0 -10.702 550.922 -6080.91628 SXX 28 U1 0.01 2.52 0 -2.224 0.01 26.04929 SXX 29 U1 17.48 149.82 0 -127.79 13.299 1390.15430 SXX 30 U1 878.55 -144.62 0 121.115 649.124 -9651.51731 SXX All All 334208.51 13597.9 0 218095.249 5653398.126 2984233.58332 SYY 1 U2 -6234.56 874.62 0 -15962.446 -112911.05 65903.65933 SYY 2 U2 32464.96 3554.92 0 -64409.951 592380.961 -259145.65134 SYY 3 U2 -24758.89 363397.51 0 -6585719.89 -455818.51 3990313.67835 SYY 4 U2 -1226.88 56.16 0 -402.515 -5679.567 11880.4936 SYY 5 U2 20523.23 3843.69 0 -18636.762 110352.288 -149098.94837 SYY 6 U2 -19555.8 136752.74 0 -665169.693 -107335.642 1596332.01938 SYY 7 U2 -226.11 4.86 0 -14.613 -682.308 2149.02139 SYY 8 U2 18517.65 32870.04 0 -90348.793 55104.06 169013.38340 SYY 9 U2 -18420.21 12295.84 0 -33750.125 -54706.573 298418.36441 SYY 10 U2 -22.67 0.09 0 -0.468 -43.201 212.70842 SYY 11 U2 2483.08 21122.42 0 -38318.493 4726.083 195590.1443 SYY 12 U2 -2523.71 373.32 0 -673.439 -4775.39 27428.88144 SYY 13 U2 60.03 0.95 0 -1.712 92.052 -543.17645 SYY 14 U2 -274.1 35.72 0 -51.396 -343.092 2893.63546 SYY 15 U2 1446.15 11396.27 0 -16106.442 2019.504 104851.35947 SYY 16 U2 -1157 140.44 0 -196.476 -1628.933 12103.82248 SYY 17 U2 -42.22 1.27 0 -1.379 -47.774 399.43349 SYY 18 U2 785.59 6337.74 0 -7394.172 906.719 58369.95950 SYY 19 U2 -731.31 122.31 0 -141.3 -837.553 7992.78851 SYY 20 U2 -15.61 0.22 0 -0.206 -15.981 147.16952 SYY 21 U2 417.9 4189.48 0 -4308.589 422.58 39614.01353 SYY 22 U2 -384.92 55 0 -55.725 -381.185 4090.45754 SYY 23 U2 -0.2 0 0 0.001 -0.195 1.88755 SYY 24 U2 483.64 121.5 0 -114.749 432.834 -3231.38456 SYY 25 U2 -477.5 2434.41 0 -2277.578 -422.871 29642.03357 SYY 26 U2 -5.98 0.07 0 -0.054 -5.209 56.08958 SYY 27 U2 10.54 0.17 0 -0.169 8.698 -96.00759 SYY 28 U2 2.52 1076.22 0 -950.826 4.265 11138.91760 SYY 29 U2 149.82 1284.22 0 -1095.358 113.99 11915.73261 SYY 30 U2 -144.62 23.81 0 -19.937 -106.852 1588.72962 SYY All All 13597.9 397140.63 0 6687902.964 217544.42 4068005.80263 SDXX 1 U1 47386.58 -6647.65 0 121324.656 858195.175 -500909.36164 SDXX 2 U1 316128.08 34616.05 0 -627192.939 5768319.208 -2523434.97565 SDXX 3 U1 1798.64 -26399.39 0 478426.499 33113.412 -289880.50566 SDXX 4 U1 28576.02 -1308.17 0 9375.22 132286.311 -276715.81767 SDXX 5 U1 116843.73 21883.08 0 -106103.587 628262.231 -848856.32968 SDXX 6 U1 2981.79 -20851.54 0 101422.562 16366.133 -243402.67669 SDXX 7 U1 11211.92 -241.09 0 724.573 33832.759 -106560.74770 SDXX 8 U1 11123.31 19744.61 0 -54271.358 33100.301 101524.16771 SDXX 9 U1 29423.45 -19640.71 0 53910.623 87385.319 -476677.34872 SDXX 10 U1 6172.94 -24.17 0 127.492 11765.708 -57930.59873 SDXX 11 U1 311.24 2647.6 0 -4803.054 592.394 24516.3674 SDXX 12 U1 18191.21 -2690.93 0 4854.238 34421.625 -197710.91475 SDXX 13 U1 4061.04 64.01 0 -115.814 6227.424 -36746.45176 SDXX 14 U1 2242.73 -292.27 0 420.522 2807.196 -23675.87377 SDXX 15 U1 195.67 1541.97 0 -2179.285 273.249 14186.92978 SDXX 16 U1 10162.97 -1233.66 0 1725.835 14308.438 -106319.16979 SDXX 17 U1 1494.32 -45.02 0 48.82 1690.932 -14137.66380 SDXX 18 U1 103.83 837.64 0 -977.264 119.838 7714.57481 SDXX 19 U1 4662.28 -779.77 0 900.818 5339.567 -50955.59982 SDXX 20 U1 1164.15 -16.64 0 15.357 1192.06 -10977.79483 SDXX 21 U1 44.45 445.59 0 -458.259 44.945 4213.32884 SDXX 22 U1 2872.51 -410.43 0 415.854 2844.621 -30525.30585 SDXX 23 U1 548.35 -0.22 0 -1.47 524.275 -5083.22186 SDXX 24 U1 2052.62 515.68 0 -487.015 1837.014 -13714.50287 SDXX 25 U1 99.87 -509.14 0 476.342 88.441 -6199.45488 SDXX 26 U1 576.61 -6.37 0 5.216 502.721 -5412.8589 SDXX 27 U1 711.72 11.24 0 -11.411 587.426 -6483.83190 SDXX 28 U1 0.01 2.68 0 -2.371 0.011 27.77491 SDXX 29 U1 18.64 159.75 0 -136.258 14.18 1482.26492 SDXX 30 U1 936.76 -154.2 0 129.14 692.134 -10291.01693 SDXX All All 356352.81 14498.88 0 232546.004 6027986.177 3181965.67694 SDYY 1 U2 -6234.56 874.62 0 -15962.446 -112911.05 65903.65995 SDYY 2 U2 32464.96 3554.92 0 -64409.951 592380.961 -259145.65196 SDYY 3 U2 -24758.89 363397.51 0 -6585719.89 -455818.51 3990313.67897 SDYY 4 U2 -1226.88 56.16 0 -402.515 -5679.567 11880.4998 SDYY 5 U2 20523.23 3843.69 0 -18636.762 110352.288 -149098.94899 SDYY 6 U2 -19555.8 136752.74 0 -665169.693 -107335.642 1596332.019100 SDYY 7 U2 -226.11 4.86 0 -14.613 -682.308 2149.021101 SDYY 8 U2 18517.65 32870.04 0 -90348.793 55104.06 169013.383102 SDYY 9 U2 -18420.21 12295.84 0 -33750.125 -54706.573 298418.364103 SDYY 10 U2 -22.67 0.09 0 -0.468 -43.201 212.708104 SDYY 11 U2 2483.08 21122.42 0 -38318.493 4726.083 195590.14

CORTANTES BASALES DEL ANLISIS SSMICO DINMICO

C. RESUMEN DE CORTANTES BASALES EN LAS DIRECCION X-X COMO Y-Y:

334208.51 kg Spec Mode334.21 tn SXX All

397140.63 kg Spec Mode397.14 tn SYY AllLa cortante basal del anlisis dinmico en la direccin Y-Y en "tn" ser de:

La cortante basal del anlisis dinmico en la direccin Y-Y en "kg" ser de:La cortante basal del anlisis dinmico en la direccin X-X en "tn" ser de:La cortante basal del anlisis dinmico en la direccin X-X en "kg" ser de:

D. GRFICA DE LAS CORTANTES POR ENTREPISO EN X-X DEL ANLISIS DINMICO:

N Entrepiso Fuerza Entrepiso (kg) Fuerza Entrepiso (tn)10 PISO10 63002.78 63.00 19 PISO9 128029.46 128.03 28 PISO8 177280.20 177.28 37 PISO7 216203.54 216.20 46 PISO6 247803.84 247.80 55 PISO5 273602.96 273.60 64 PISO4 296414.67 296.41 73 PISO3 315453.53 315.45 82 PISO2 328119.18 328.12 91 PISO1 334208.51 334.21 10

FUERZAS CORTANTES EN LA DIRECCIN X-X

E. GRFICA DE LAS CORTANTES POR ENTREPISO EN Y-Y DEL ANLISIS DINMICO:

N Entrepiso Fuerza Entrepiso (kg) Fuerza Entrepiso (tn)10 PISO10 74475.15 74.48 19 PISO9 150531.16 150.53 28 PISO8 208897.06 208.90 37 PISO7 255070.32 255.07 46 PISO6 292608.25 292.61 55 PISO5 323525.94 323.53 64 PISO4 351156.45 351.16 73 PISO3 374458.00 374.46 82 PISO2 390084.25 390.08 91 PISO1 397140.65 397.14 10

FUERZAS CORTANTES EN LA DIRECCIN Y-Y

G. FUERZA CORTANTE MNIMA EN LA BASE Y FACTORES DE ESCALA PARA EL DISEO DE ELEMENTOS ESTRUCTURALES:

Se calcula el porcentaje de cada fuerza cortante en la base del anlisis dinmico tanto en el sentido X como para el sentido Y con relacin a la fuerza cortante producto del anlisis esttico:

Si el factor de escala es mayor al 9.81 se tendrn que amplificar todos los resultados ya obtenidos en el anlisis para el diseo correspondiente de los elementos estructurales, menos los desplazamientos y derivas.

H. ESPECTRO DE SISMO:

Definicin Datos de los Anlisis ObservacinPeso Total de la Edificacin 2521.88 tnCortante en la Base (tn) 450.41 Anlisis EstticoConfiguracin Estructural RegularCortante Mnima en la Base 360.33 tnCortante Basal en X-X (tn) 334.21 Anlisis DinmicoCortante Basal en Y-Y (tn) 397.14 Anlisis DinmicoFactor a Escalar en X-X 10.58 Escala de DiseoFactor a Escalar en Y-Y 9.81 Escala de Diseo

C 1.003 0.40S1 0.40

1.00

4.0REGULAR

4.0001.000

ESPECTRO DE SISMO SEGN NORMA E-030 "DISEO SISMORRESISTENTE"

Configuracin Estructural:

Factor a Escalar (g) =R a usar =

U =Z =

Tp (s) =

R =

S =

Concreto Armado, Muros de ductilidad limitada (4).

Categora de la Edificacin:Zona Ssmica:Tipo de Suelo:

Sistema Estructural:

mica)cacin Ssde AmplifiFactorCCTTxC

EspectralnAceleracixgR

ZUCSS

P

a

( 5.2 ;5.2

) (

T (s ) C Z UC S/ R

0.00 2.50 0.25000.02 2.50 0.25000.04 2.50 0.25000.06 2.50 0.25000.08 2.50 0.25000.10 2.50 0.25000.12 2.50 0.25000.14 2.50 0.25000.16 2.50 0.25000.18 2.50 0.25000.20 2.50 0.25000.25 2.50 0.25000.30 2.50 0.25000.35 2.50 0.25000.40 2.50 0.2500

0.45 2.22 0.22220.50 2.00 0.20000.55 1.82 0.18180.60 1.67 0.16670.65 1.54 0.15380.70 1.43 0.14290.75 1.33 0.13330.80 1.25 0.12500.85 1.18 0.11760.90 1.11 0.11110.95 1.05 0.10531.00 1.00 0.10002.00 0.50 0.05003.00 0.33 0.03334.00 0.25 0.02505.00 0.20 0.02006.00 0.17 0.01677.00 0.14 0.01438.00 0.13 0.01259.00 0.11 0.0111

10.00 0.10 0.0100