140 Guaduales Casa 55 1A

7/23/2019 140 Guaduales Casa 55 1A

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ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 1S T O R Y D A T ASTORY SIMILAR TO HEIGHT ELEVATIONPISO 2 None 2.400 4.800PISO 1 PISO 2 2.400 2.400BASE None 0.000ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 2S T A T I C L O A D C A S E SSTATIC CASE AUTO LAT SELF WTCASE TYPE LOAD MULTIPLIERCM DEAD N/A 1.0000CV LIVE N/A 0.0000ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41

PAGE 3R E S P O N S E S P E C T R U M C A S E SRESP SPEC CASE: EQX11

BASIC RESPONSE SPECTRUM DATA

MODAL DIRECTION MODAL SPECTRUM TYPICAL COMBO COMBO DAMPING ANGLE ECCEN

CQC SRSS 0.0500 0.0000 0.0500

RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT

U1 MICRO3 2.3600 U2 ---- N/A UZ ---- N/A

RESP SPEC CASE: EQX12


MODAL DIRECTION MODAL SPECTRUM TYPICAL

COMBO COMBO DAMPING ANGLE ECCEN

CQC SRSS 0.0500 0.0000 -0.0500




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U1 MICRO3 2.3600

U2 ---- N/A UZ ---- N/A




CQC SRSS 0.0500 0.0000 0.0500



U1 MICRO3 2.3600 U2 ---- N/A UZ ---- N/A




CQC SRSS 0.0500 0.0000 -0.0500


DIRECTION FUNCTION SCALE FACTU1 MICRO3 2.3600

U2 ---- N/A UZ ---- N/A

RESP SPEC CASE: EQY11



CQC SRSS 0.0500 0.0000 0.0500



U1 ---- N/A U2 MICRO3 2.7300


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UZ ---- N/A




CQC SRSS 0.0500 0.0000 -0.0500



U1 ---- N/A U2 MICRO3 2.7300 UZ ---- N/A


BASIC RESPONSE SPECTRUM DATAMODAL DIRECTION MODAL SPECTRUM TYPICAL


CQC SRSS 0.0500 0.0000 0.0500



U1 ---- N/A

U2 MICRO3 2.7300 UZ ---- N/A




CQC SRSS 0.0500 0.0000 -0.0500



U1 ---- N/A U2 MICRO3 2.7300 UZ ---- N/A


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RESP SPEC CASE: DERX11



CQC SRSS 0.0500 0.0000 0.0500



U1 NSR98 13.1800 U2 ---- N/A UZ ---- N/A

RESP SPEC CASE: DERX12



COMBO COMBO DAMPING ANGLE ECCENCQC SRSS 0.0500 0.0000 -0.0500



U1 NSR98 13.1800 U2 ---- N/A UZ ---- N/A

RESP SPEC CASE: DERY11



CQC SRSS 0.0500 0.0000 0.0500



U1 ---- N/A U2 NSR98 15.1900 UZ ---- N/A

RESP SPEC CASE: DERY12



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CQC SRSS 0.0500 0.0000 -0.0500



U1 ---- N/A U2 NSR98 15.1900 UZ ---- N/AETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 4M A S S S O U R C E D A T AMASS LATERAL LUMP MASSFROM MASS ONLY AT STORIESLoads Yes Yes

M A S S S O U R C E L O A D SLOAD MULTIPLIERCM 1.0000ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 5D I A P H R A G M M A S S D A T A

STORY DIAPHRAGM MASS-X MASS-Y MMI X-MY-MPISO 1 D1 5.5844 5.5844 122.5495 3.7846.844ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 6A S S E M B L E D P O I N T M A S S E SSTORY UX UY UZ RX RYRZ

PISO 2 2.619800 2.619800 0.000000 0.000000 0.000000 0.000000PISO 1 5.602749 5.602749 0.000000 0.000000 0.000000 122.549539BASE 3.219485 3.219485 0.000000 0.000000 0.000000 0.000000Totals 11.442034 11.442034 0.000000 0.000000 0.000000 122.549539


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ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 7C E N T E R S O F C U M U L A T I V E M A S S & C E N T E R S O FR I G I D I T YSTORY DIAPHRAGM /----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/LEVEL NAME MASS ORDINATE-X ORDINATE-Y ORDINATE-X ORDINATE-YPISO 1 D1 5.5844 3.784 6.844 4.9607.952

ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 8M O D A L P E R I O D S A N D F R E Q U E N C I E SMODE PERIOD FREQUENCY CIRCULARFREQNUMBER (TIME) (CYCLES/TIME) (RADIANS/

TIME)Mode 1 0.18897 5.29177 33.24919Mode 2 0.10618 9.41801 59.17508Mode 3 0.09273 10.78377 67.75642Mode 4 0.07431 13.45699 84.55276Mode 5 0.06627 15.08972 94.81148Mode 6 0.05868 17.04291 107.

08377Mode 7 0.05515 18.13395 113.93899Mode 8 0.04433 22.55867 141.74033Mode 9 0.04315 23.17473 145.61115Mode 10 0.04043 24.73150 155.39257Mode 11 0.03907 25.59207 160.79972Mode 12 0.03672 27.23096 171.09717

Mode 13 0.03490 28.65443 180.04112Mode 14 0.03326 30.06247 188.88809Mode 15 0.03094 32.32399 203.09761Mode 16 0.02965 33.73185 211.94345Mode 17 0.02711 36.88894 231.78002


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Mode 18 0.02527 39.57227 248.63991Mode 19 0.02418 41.36061 259.87636Mode 20 0.02130 46.94931 294.99120Mode 21 0.02020 49.51321 311.10068Mode 22 0.01841 54.32938 341.36157Mode 23 0.01617 61.82814 388.47764Mode 24 0.01262 79.26708 498.04978Mode 25 0.01081 92.52626 581.35963Mode 26 0.00237 422.80752 2656.57797Mode 27 0.00230 434.52733 2730.21573ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 9

M O D A L P A R T I C I P A T I N G M A S S R A T I O SMODE X-TRANS Y-TRANS Z-TRANS RX-ROTNRY-ROTN RZ-ROTNNUMBER %MASS %MASS %MASS %MASS %MASS %MASS Mode 1 67.29 < 67> 0.04 < 0> 0.00 < 0> 0.04 < 0> 97.41 < 97> 0.94 < 1>Mode 2 2.80 < 70> 16.56 < 17> 0.00 < 0> 23.59 < 24> 1.65 < 99> 18.30 < 19>Mode 3 1.46 < 72> 50.17 < 67> 0.00 < 0> 71.18 < 95> 0.79 0.62 < 20>

Mode 4 0.11 < 72> 0.34 < 67> 0.00 < 0> 0.50 < 95> 0.03 6.68 < 27>Mode 5 0.23 < 72> 1.61 < 69> 0.00 < 0> 1.24 < 97> 0.04 0.05 < 27>Mode 6 0.47 < 72> 0.70 < 69> 0.00 < 0> 1.50 < 98> 0.00 30.99 < 58>Mode 7 0.00 < 72> 1.01 < 70> 0.00 < 0> 1.62 0.04 18.23 < 76>Mode 8 0.09 < 72> 0.54 < 71> 0.00 < 0> 0.01 0.03 0.90 < 77>Mode 9 0.07 < 73> 0.33 < 71> 0.00 < 0> 0.05 0.00 0.50 < 77>Mode 10 0.04 < 73> 0.32 < 72> 0.00 < 0> 0.04 0.

00 1.40 < 79>Mode 11 0.37 < 73> 0.07 < 72> 0.00 < 0> 0.02 0.00 0.39 < 79>Mode 12 0.03 < 73> 0.19 < 72> 0.00 < 0> 0.06 0.01 0.01 < 79>Mode 13 0.89 < 74> 0.01 < 72> 0.00 < 0> 0.04 0.00 0.00 < 79>Mode 14 0.34 < 74> 0.00 < 72> 0.00 < 0> 0.00 0.00 0.00 < 79>Mode 15 0.02 < 74> 0.68 < 73> 0.00 < 0> 0.02 0.


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00 0.16 < 79>Mode 16 0.16 < 74> 0.05 < 73> 0.00 < 0> 0.01 0.00 0.59 < 80>Mode 17 0.32 < 75> 0.62 < 73> 0.00 < 0> 0.03 0.00 0.02 < 80>Mode 18 1.58 < 76> 0.00 < 73> 0.00 < 0> 0.02 0.00 0.62 < 80>Mode 19 0.01 < 76> 0.49 < 74> 0.00 < 0> 0.01 0.00 0.00 < 80>Mode 20 2.11 < 78> 0.00 < 74> 0.00 < 0> 0.00 0.00 0.72 < 81>Mode 21 0.01 < 78> 0.30 < 74> 0.00 < 0> 0.00 0.00 0.05 < 81>Mode 22 1.08 < 80> 0.23 < 74> 0.00 < 0> 0.00 0.00 1.07 < 82>Mode 23 0.04 < 80> 1.86 < 76> 0.00 < 0> 0.00 0.00 0.63 < 83>Mode 24 0.48 < 80> 0.08 < 76> 0.00 < 0> 0.00 0.00 0.05 < 83>Mode 25 0.00 < 80> 3.74 < 80> 0.00 < 0> 0.01 0.00 0.89 < 84>Mode 26 15.47 < 95> 0.26 < 80> 0.00 < 0> 0.00 0.00 0.30 < 84>Mode 27 0.29 < 96> 14.45 < 95> 0.00 < 0> 0.00 0.

00 0.05 < 84>ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 10M O D A L L O A D P A R T I C I P A T I O N R A T I O S(STATIC AND DYNAMIC RATIOS ARE IN PERCENT)TYPE NAME STATIC DYNAMICLoad CM 1.6675 0.0000Load CV 3.7626 0.0000Load HL 0.0000 0.0000

Accel UX 100.0000 95.7820Accel UY 100.0000 94.6592Accel UZ 0.0000 0.0000Accel RX 99.9980 99.9705Accel RY 99.9998 99.9897Accel RZ 826.7443 84.1710

ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 11TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN

LOAD FX FY FZ MX MYMZ

CM 0.00 0.00 112.21 780.624 -426.8970.000CV 0.00 0.00 15.96 106.347 -57.3430.000HL 0.00 0.00 0.00 0.000 0.0000.000EQX11 15.15 1.99 0.00 7.060 53.309 10


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2.909EQX12 15.15 1.99 0.00 7.060 53.309 102.909EQX21 15.15 1.99 0.00 7.060 53.309 102.909EQX22 15.15 1.99 0.00 7.060 53.309 102.909EQY11 2.31 15.25 0.00 52.786 5.258 71.954EQY12 2.31 15.25 0.00 52.786 5.258 71.954EQY21 2.31 15.25 0.00 52.786 5.258 71.954EQY22 2.31 15.25 0.00 52.786 5.258 71.954DERX11 58.76 7.73 0.00 27.380 206.748 399.113DERX12 58.76 7.73 0.00 27.380 206.748 399.113DERY11 8.91 58.94 0.00 203.964 20.316 278.026DERY12 8.91 58.94 0.00 203.964 20.316 278.026

ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 12S T O R Y F O R C E SSTORY LOAD P VX VY TMX MY

PISO 2 EQX11 0.00 7.47 0.98 47.0252.351 17.974PISO 1 EQX11 0.00 14.76 1.99 99.4577.060 53.309PISO 2 EQX12 0.00 7.47 0.98 47.025

2.351 17.974PISO 1 EQX12 0.00 14.76 1.99 99.4577.060 53.309PISO 2 EQX21 0.00 7.47 0.98 47.0252.351 17.974PISO 1 EQX21 0.00 14.76 1.99 99.4577.060 53.309PISO 2 EQX22 0.00 7.47 0.98 47.0252.351 17.974PISO 1 EQX22 0.00 14.76 1.99 99.4577.060 53.309PISO 2 EQY11 0.00 0.38 7.32 32.004 17.581 0.913

PISO 1 EQY11 0.00 2.30 14.81 70.745 52.786 5.258PISO 2 EQY12 0.00 0.38 7.32 32.004 17.581 0.913PISO 1 EQY12 0.00 2.30 14.81 70.745 52.786 5.258PISO 2 EQY21 0.00 0.38 7.32 32.004 17.581 0.913PISO 1 EQY21 0.00 2.30 14.81 70.745 52.786 5.258


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PISO 2 EQY22 0.00 0.38 7.32 32.004 17.581 0.913PISO 1 EQY22 0.00 2.30 14.81 70.745 52.786 5.258PISO 2 DERX11 0.00 28.98 3.80 182.3799.117 69.708PISO 1 DERX11 0.00 57.24 7.71 385.724 27.380 206.748PISO 2 DERX12 0.00 28.98 3.80 182.3799.117 69.708PISO 1 DERX12 0.00 57.24 7.71 385.724 27.380 206.748PISO 2 DERY11 0.00 1.47 28.29 123.664 67.930 3.526PISO 1 DERY11 0.00 8.88 57.23 273.356 203.964 20.316PISO 2 DERY12 0.00 1.47 28.29 123.664 67.930 3.526PISO 1 DERY12 0.00 8.88 57.23 273.356 203.964 20.316ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 13

STORY DRIFTSSTORY DIRECTION LOAD MAX DRIFTPISO 2 X EQX11 1/887PISO 2 Y EQX11 1/2376PISO 1 X EQX11 1/1913PISO 1 Y EQX11 1/26630PISO 2 X EQX12 1/887PISO 2 Y EQX12 1/2376PISO 1 X EQX12 1/1913PISO 1 Y EQX12 1/26630PISO 2 X EQX21 1/887

PISO 2 Y EQX21 1/2376PISO 1 X EQX21 1/1913PISO 1 Y EQX21 1/26630PISO 2 X EQX22 1/887PISO 2 Y EQX22 1/2376PISO 1 X EQX22 1/1913PISO 1 Y EQX22 1/26630PISO 2 X EQY11 1/1527PISO 2 Y EQY11 1/2216PISO 1 X EQY11 1/14355PISO 1 Y EQY11 1/6791PISO 2 X EQY12 1/1527PISO 2 Y EQY12 1/2216

PISO 1 X EQY12 1/14355PISO 1 Y EQY12 1/6791PISO 2 X EQY21 1/1527PISO 2 Y EQY21 1/2216PISO 1 X EQY21 1/14355PISO 1 Y EQY21 1/6791PISO 2 X EQY22 1/1527PISO 2 Y EQY22 1/2216PISO 1 X EQY22 1/14355PISO 1 Y EQY22 1/6791


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PISO 2 X DERX11 1/229PISO 2 Y DERX11 1/613PISO 1 X DERX11 1/493PISO 1 Y DERX11 1/6866PISO 2 X DERX12 1/229PISO 2 Y DERX12 1/613PISO 1 X DERX12 1/493PISO 1 Y DERX12 1/6866PISO 2 X DERY11 1/395PISO 2 Y DERY11 1/573PISO 1 X DERY11 1/3715PISO 1 Y DERY11 1/1757PISO 2 X DERY12 1/395PISO 2 Y DERY12 1/573PISO 1 X DERY12 1/3715PISO 1 Y DERY12 1/1757ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 14DISPLACEMENTS AT DIAPHRAGM CENTER OF MASSSTORY DIAPHRAGM LOAD UX UY RZ

PISO 1 D1 EQX11 0.00117686 0.00006086 0.00002PISO 1 D1 EQX12 0.00117686 0.00006086 0.00002PISO 1 D1 EQX21 0.00117686 0.00006086 0.00002PISO 1 D1 EQX22 0.00117686 0.00006086 0.00002PISO 1 D1 EQY11 0.00011012 0.00030843 0.00002PISO 1 D1 EQY12 0.00011012 0.00030843 0.00002PISO 1 D1 EQY21 0.00011012 0.00030843 0.00002PISO 1 D1 EQY22 0.00011012 0.00030843 0.00002PISO 1 D1 DERX11 0.00456423 0.00023604 0.00006PISO 1 D1 DERX12 0.00456423 0.00023604 0.00006PISO 1 D1 DERY11 0.00042550 0.00119177 0.00006PISO 1 D1 DERY12 0.00042550 0.00119177 0.00006

ETABS v8.5.0 File:140 GUADUALES CASA 55 1A Units:Ton-m Marzo 9, 2006 14:41PAGE 15STORY MAXIMUM AND AVERAGE LATERAL DISPLACEMENTSSTORY LOAD DIR MAXIMUM AVERAGE RATIOPISO 1 EQX11 X 0.00126888 0.00118994 1.066PISO 1 EQX11 Y 0.00009012 0.00007407 1.217PISO 1 EQX12 X 0.00126888 0.00118994 1.066PISO 1 EQX12 Y 0.00009012 0.00007407 1.217PISO 1 EQX21 X 0.00126888 0.00118994 1.066PISO 1 EQX21 Y 0.00009012 0.00007407 1.217

PISO 1 EQX22 X 0.00126888 0.00118994 1.066PISO 1 EQX22 Y 0.00009012 0.00007407 1.217PISO 1 EQY11 X 0.00016719 0.00013759 1.215PISO 1 EQY11 Y 0.00035342 0.00031314 1.129PISO 1 EQY12 X 0.00016719 0.00013759 1.215PISO 1 EQY12 Y 0.00035342 0.00031314 1.129PISO 1 EQY21 X 0.00016719 0.00013759 1.215PISO 1 EQY21 Y 0.00035342 0.00031314 1.129PISO 1 EQY22 X 0.00016719 0.00013759 1.215PISO 1 EQY22 Y 0.00035342 0.00031314 1.129


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PISO 1 DERX11 X 0.00492109 0.00461495 1.066PISO 1 DERX11 Y 0.00034953 0.00028728 1.217PISO 1 DERX12 X 0.00492109 0.00461495 1.066PISO 1 DERX12 Y 0.00034953 0.00028728 1.217PISO 1 DERY11 X 0.00064602 0.00053165 1.215PISO 1 DERY11 Y 0.00136559 0.00120994 1.129PISO 1 DERY12 X 0.00064602 0.00053165 1.215PISO 1 DERY12 Y 0.00136559 0.00120994 1.129

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140 Guaduales Casa 55 1A