140 Guadua Esq Ampliada 1A

7/23/2019 140 Guadua Esq Ampliada 1A

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ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:2

6 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 0.0570

RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA

DIRECTION FUNCTION SCALE FACT

U1 MICRO3 2.9300 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 -0.0570




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U1 MICRO3 2.9300

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




CQC SRSS 0.0500 0.0000 0.0570



U1 MICRO3 2.9300 U2 ---- N/A UZ ---- N/A




CQC SRSS 0.0500 0.0000 -0.0570


DIRECTION FUNCTION SCALE FACTU1 MICRO3 2.9300

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

RESP SPEC CASE: EQY11



CQC SRSS 0.0500 0.0000 0.0500



U1 ---- N/A U2 MICRO3 2.4100


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UZ ---- N/A




CQC SRSS 0.0500 0.0000 -0.0500



U1 ---- N/A U2 MICRO3 2.4100 UZ ---- N/A


BASIC RESPONSE SPECTRUM DATAMODAL DIRECTION MODAL SPECTRUM TYPICAL


CQC SRSS 0.0500 0.0000 0.0500



U1 ---- N/A

U2 MICRO3 2.4100 UZ ---- N/A




CQC SRSS 0.0500 0.0000 -0.0500



U1 ---- N/A U2 MICRO3 2.4100 UZ ---- N/A


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RESP SPEC CASE: DERX11



CQC SRSS 0.0500 0.0000 0.0570



U1 NSR98 16.3500 U2 ---- N/A UZ ---- N/A

RESP SPEC CASE: DERX12



COMBO COMBO DAMPING ANGLE ECCENCQC SRSS 0.0500 0.0000 -0.0570



U1 NSR98 16.3500 U2 ---- N/A UZ ---- N/A

RESP SPEC CASE: DERY11



CQC SRSS 0.0500 0.0000 0.0500



U1 ---- N/A U2 NSR98 13.4700 UZ ---- N/A

RESP SPEC CASE: DERY12



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CQC SRSS 0.0500 0.0000 -0.0500



U1 ---- N/A U2 NSR98 13.4500 UZ ---- N/AETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 9.8118 9.8118 296.4774 6.6136.440ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 4.279748 4.279748 0.000000 0.000000 0.000000 0.000000PISO 1 9.847743 9.847743 0.000000 0.000000 0.000000 296.477383BASE 5.565765 5.565765 0.000000 0.000000 0.000000 0.000000Totals 19.693256 19.693256 0.000000 0.000000 0.000000 296.477383


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ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 9.8118 6.613 6.440 5.161 11.011

ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 0.11338 8.81986 55.41680Mode 2 0.09447 10.58505 66.50781Mode 3 0.08333 12.00040 75.40074Mode 4 0.06914 14.46442 90.88264Mode 5 0.06646 15.04723 94.54454Mode 6 0.05952 16.80242 105.

57272Mode 7 0.05358 18.66314 117.26398Mode 8 0.04570 21.88364 137.49897Mode 9 0.04402 22.71597 142.72865Mode 10 0.04321 23.14222 145.40687Mode 11 0.03848 25.98882 163.29257Mode 12 0.03517 28.43655 178.67212

Mode 13 0.03355 29.80762 187.28679Mode 14 0.03195 31.30329 196.68440Mode 15 0.03086 32.40052 203.57849Mode 16 0.02878 34.74548 218.31231Mode 17 0.02819 35.47195 222.87682


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Mode 18 0.02538 39.39481 247.52486Mode 19 0.02388 41.88125 263.14767Mode 20 0.02184 45.79385 287.73126Mode 21 0.02041 48.98555 307.78529Mode 22 0.01563 63.99273 402.07816Mode 23 0.01493 66.98811 420.89874Mode 24 0.01259 79.42398 499.03558Mode 25 0.01052 95.09462 597.49713Mode 26 0.00239 418.17974 2627.50077Mode 27 0.00231 433.13767 2721.48425ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 49.07 < 49> 0.26 < 0> 0.00 < 0> 0.35 < 0> 75.61 < 76> 6.84 < 7>Mode 2 0.02 < 49> 65.11 < 65> 0.00 < 0> 94.32 < 95> 0.11 < 76> 0.52 < 7>Mode 3 16.88 < 66> 0.69 < 66> 0.00 < 0> 0.88 < 96> 18.28 < 94> 1.92 < 9>

Mode 4 0.00 < 66> 1.65 < 68> 0.00 < 0> 1.76 < 97> 0.00 < 94> 1.97 < 11>Mode 5 2.53 < 69> 0.05 < 68> 0.00 < 0> 0.03 < 97> 1.58 < 96> 0.01 < 11>Mode 6 1.06 < 70> 0.00 < 68> 0.00 < 0> 0.01 < 97> 0.38 < 96> 0.27 < 12>Mode 7 0.00 < 70> 2.36 < 70> 0.00 < 0> 2.01 < 99> 0.57 < 97> 20.14 < 32>Mode 8 0.03 < 70> 0.31 < 70> 0.00 < 0> 0.03 < 99> 0.39 < 97> 14.46 < 46>Mode 9 1.95 < 72> 0.25 < 71> 0.00 < 0> 0.17 1.19 < 98> 3.88 < 50>Mode 10 0.01 < 72> 0.15 < 71> 0.00 < 0> 0.15 0.

29 < 98> 5.71 < 56>Mode 11 0.30 < 72> 0.08 < 71> 0.00 < 0> 0.01 0.35 < 99> 1.54 < 57>Mode 12 0.07 < 72> 0.07 < 71> 0.00 < 0> 0.03 0.33 < 99> 3.19 < 60>Mode 13 1.98 < 74> 0.08 < 71> 0.00 < 0> 0.02 0.32 < 99> 0.87 < 61>Mode 14 0.31 < 74> 0.02 < 71> 0.00 < 0> 0.00 0.00 < 99> 0.11 < 61>Mode 15 0.15 < 74> 0.50 < 72> 0.00 < 0> 0.00 0.


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22 5.81 < 67>Mode 16 0.11 < 74> 0.44 < 72> 0.00 < 0> 0.01 0.00 0.32 < 68>Mode 17 0.89 < 75> 0.02 < 72> 0.00 < 0> 0.00 0.00 0.88 < 68>Mode 18 1.29 < 77> 0.00 < 72> 0.00 < 0> 0.00 0.02 0.58 < 69>Mode 19 0.09 < 77> 0.99 < 73> 0.00 < 0> 0.03 0.04 0.24 < 69>Mode 20 0.77 < 78> 0.16 < 73> 0.00 < 0> 0.03 0.00 1.85 < 71>Mode 21 0.00 < 78> 1.10 < 74> 0.00 < 0> 0.03 0.00 0.12 < 71>Mode 22 1.93 < 79> 0.06 < 74> 0.00 < 0> 0.00 0.00 1.72 < 73>Mode 23 0.00 < 79> 1.32 < 76> 0.00 < 0> 0.00 0.01 1.39 < 74>Mode 24 0.14 < 80> 0.07 < 76> 0.00 < 0> 0.00 0.00 0.01 < 74>Mode 25 0.01 < 80> 3.78 < 80> 0.00 < 0> 0.01 0.00 1.94 < 76>Mode 26 0.43 < 80> 14.08 < 94> 0.00 < 0> 0.00 0.00 0.04 < 76>Mode 27 15.57 < 96> 0.43 < 94> 0.00 < 0> 0.00 0.

00 0.22 < 77>ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 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 2.7955 0.0000Load CV 5.3386 0.0000Load HL 0.0000 0.0000

Accel UX 100.0000 95.6080Accel UY 100.0000 94.0382Accel UZ 0.0000 0.0000Accel RX 99.9923 99.8790Accel RY 99.9812 99.7116Accel RZ 285.7505 76.5500

ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 11TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN

LOAD FX FY FZ MX MYMZ

CM 0.00 -0.04 193.12 1247.970 -1265.329 -0.282CV 0.00 -0.01 28.74 182.048 -189.527 -0.056HL 0.00 0.00 0.00 0.000 0.0000.000EQX11 26.36 2.42 0.00 7.961 90.444 15


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1.029EQX12 26.36 2.42 0.00 7.961 90.444 151.029EQX21 26.36 2.42 0.00 7.961 90.444 151.029EQX22 26.36 2.42 0.00 7.961 90.444 151.029EQY11 2.00 25.89 0.00 89.877 7.122 195.040EQY12 2.00 25.89 0.00 89.877 7.122 195.040EQY21 2.00 25.89 0.00 89.877 7.122 195.040EQY22 2.00 25.89 0.00 89.877 7.122 195.040DERX11 102.14 9.39 0.00 30.849 350.482 585.260DERX12 102.14 9.39 0.00 30.849 350.482 585.260DERY11 7.77 100.49 0.00 348.848 27.643 757.026DERY12 7.76 100.34 0.00 348.330 27.602 755.902

ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 12S T O R Y F O R C E SSTORY LOAD P VX VY TMX MY

PISO 2 EQX11 0.00 12.67 1.02 61.6292.451 30.443PISO 1 EQX11 0.00 25.28 2.36 140.5467.961 90.444PISO 2 EQX12 0.00 12.67 1.02 61.629

2.451 30.443PISO 1 EQX12 0.00 25.28 2.36 140.5467.961 90.444PISO 2 EQX21 0.00 12.67 1.02 61.6292.451 30.443PISO 1 EQX21 0.00 25.28 2.36 140.5467.961 90.444PISO 2 EQX22 0.00 12.67 1.02 61.6292.451 30.443PISO 1 EQX22 0.00 25.28 2.36 140.5467.961 90.444PISO 2 EQY11 0.00 1.22 12.33 90.011 29.614 2.941

PISO 1 EQY11 0.00 1.95 25.30 191.476 89.877 7.122PISO 2 EQY12 0.00 1.22 12.33 90.011 29.614 2.941PISO 1 EQY12 0.00 1.95 25.30 191.476 89.877 7.122PISO 2 EQY21 0.00 1.22 12.33 90.011 29.614 2.941PISO 1 EQY21 0.00 1.95 25.30 191.476 89.877 7.122


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PISO 2 EQY22 0.00 1.22 12.33 90.011 29.614 2.941PISO 1 EQY22 0.00 1.95 25.30 191.476 89.877 7.122PISO 2 DERX11 0.00 49.11 3.96 238.8239.497 117.971PISO 1 DERX11 0.00 97.97 9.15 544.636 30.849 350.482PISO 2 DERX12 0.00 49.11 3.96 238.8239.497 117.971PISO 1 DERX12 0.00 97.97 9.15 544.636 30.849 350.482PISO 2 DERY11 0.00 4.75 47.86 349.367 114.945 11.416PISO 1 DERY11 0.00 7.56 98.22 743.195 348.848 27.643PISO 2 DERY12 0.00 4.75 47.79 348.848 114.774 11.399PISO 1 DERY12 0.00 7.55 98.07 742.091 348.330 27.602ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 13

STORY DRIFTSSTORY DIRECTION LOAD MAX DRIFTPISO 2 X EQX11 1/1171PISO 2 Y EQX11 1/1025PISO 1 X EQX11 1/5054PISO 1 Y EQX11 1/16896PISO 2 X EQX12 1/1171PISO 2 Y EQX12 1/1025PISO 1 X EQX12 1/5054PISO 1 Y EQX12 1/16896PISO 2 X EQX21 1/1171

PISO 2 Y EQX21 1/1025PISO 1 X EQX21 1/5054PISO 1 Y EQX21 1/16896PISO 2 X EQX22 1/1171PISO 2 Y EQX22 1/1025PISO 1 X EQX22 1/5054PISO 1 Y EQX22 1/16896PISO 2 X EQY11 1/6220PISO 2 Y EQY11 1/2237PISO 1 X EQY11 1/42699PISO 1 Y EQY11 1/6981PISO 2 X EQY12 1/6220PISO 2 Y EQY12 1/2237

PISO 1 X EQY12 1/42699PISO 1 Y EQY12 1/6981PISO 2 X EQY21 1/6220PISO 2 Y EQY21 1/2237PISO 1 X EQY21 1/42699PISO 1 Y EQY21 1/6981PISO 2 X EQY22 1/6220PISO 2 Y EQY22 1/2237PISO 1 X EQY22 1/42699PISO 1 Y EQY22 1/6981


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PISO 2 X DERX11 1/302PISO 2 Y DERX11 1/264PISO 1 X DERX11 1/1304PISO 1 Y DERX11 1/4360PISO 2 X DERX12 1/302PISO 2 Y DERX12 1/264PISO 1 X DERX12 1/1304PISO 1 Y DERX12 1/4360PISO 2 X DERY11 1/1602PISO 2 Y DERY11 1/576PISO 1 X DERY11 1/11001PISO 1 Y DERY11 1/1799PISO 2 X DERY12 1/1605PISO 2 Y DERY12 1/577PISO 1 X DERY12 1/11017PISO 1 Y DERY12 1/1801ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 14DISPLACEMENTS AT DIAPHRAGM CENTER OF MASSSTORY DIAPHRAGM LOAD UX UY RZ

PISO 1 D1 EQX11 0.00038596 0.00003589 0.00002PISO 1 D1 EQX12 0.00038596 0.00003589 0.00002PISO 1 D1 EQX21 0.00038596 0.00003589 0.00002PISO 1 D1 EQX22 0.00038596 0.00003589 0.00002PISO 1 D1 EQY11 0.00003048 0.00030060 0.00001PISO 1 D1 EQY12 0.00003048 0.00030060 0.00001PISO 1 D1 EQY21 0.00003048 0.00030060 0.00001PISO 1 D1 EQY22 0.00003048 0.00030060 0.00001PISO 1 D1 DERX11 0.00149567 0.00013910 0.00007PISO 1 D1 DERX12 0.00149567 0.00013910 0.00007PISO 1 D1 DERY11 0.00011831 0.00116675 0.00003PISO 1 D1 DERY12 0.00011813 0.00116502 0.00003

ETABS v8.5.0 File:140 GUADUA ESQ AMPLIADA 1A Units:Ton-m Marzo 28, 2006 15:26 PAGE 15STORY MAXIMUM AND AVERAGE LATERAL DISPLACEMENTSSTORY LOAD DIR MAXIMUM AVERAGE RATIOPISO 1 EQX11 X 0.00049295 0.00038340 1.286PISO 1 EQX11 Y 0.00014205 0.00008296 1.712PISO 1 EQX12 X 0.00049295 0.00038340 1.286PISO 1 EQX12 Y 0.00014205 0.00008296 1.712PISO 1 EQX21 X 0.00049295 0.00038340 1.286PISO 1 EQX21 Y 0.00014205 0.00008296 1.712

PISO 1 EQX22 X 0.00049295 0.00038340 1.286PISO 1 EQX22 Y 0.00014205 0.00008296 1.712PISO 1 EQY11 X 0.00006264 0.00004489 1.395PISO 1 EQY11 Y 0.00034378 0.00030520 1.126PISO 1 EQY12 X 0.00006264 0.00004489 1.395PISO 1 EQY12 Y 0.00034378 0.00030520 1.126PISO 1 EQY21 X 0.00006264 0.00004489 1.395PISO 1 EQY21 Y 0.00034378 0.00030520 1.126PISO 1 EQY22 X 0.00006264 0.00004489 1.395PISO 1 EQY22 Y 0.00034378 0.00030520 1.126


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PISO 1 DERX11 X 0.00191025 0.00148575 1.286PISO 1 DERX11 Y 0.00055046 0.00032147 1.712PISO 1 DERX12 X 0.00191025 0.00148575 1.286PISO 1 DERX12 Y 0.00055046 0.00032147 1.712PISO 1 DERY11 X 0.00024312 0.00017424 1.395PISO 1 DERY11 Y 0.00133435 0.00118462 1.126PISO 1 DERY12 X 0.00024276 0.00017398 1.395PISO 1 DERY12 Y 0.00133237 0.00118286 1.126

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140 Guadua Esq Ampliada 1A